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HomeMy WebLinkAbout97-6645 /n.07J ~ ;J-o-vv J-o.o-o ~ ~~ ~MBINcD Pmperty Owne, ;j ~ ~ L.~ Job Address:3 ~ 6 '/ / - . ;;l. ~ Parcell.D, # 1/ - f).. I:, '-~.. 00/0 . (/ Yo t1 tJ- BUILDING PERMIT N8 CITY OF ZEPHYRHILLS Permit- (813) 788-6611 .66458 Date J.j'- /1- '17 MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: OIID Zoning: Energy Code: Radon Gas: Description of Work ~ J~'~ ~ ~ q.... p-4-LdzP-if..bA-lZ._ NO OCCUPANCY BEFORE C,O. FINAL Complete Plans, Specifications and Fee Must Accompany Application, C.O, All work shall be performed in accordance with City Codes and Ordinances, DATE Inspector P~'m;t Fe~ ~ tJ - Signature ~_~~ Company 11- City License Registration # ::l.{) J~ Address /d;;;.=fied L~ense# " Telephone# 1tr z::q::1ZY><<~:~ V7JV (~fl BUILDING ELECTRICAL cl-O 6/ PLUMBING ~ 0 2.1-- MECHANICAL Valuation or Contract Price J?, ()-&o . CJ-o ~~9-- Ftr. -g;. Pre SLB . 11 / Cc7 Jk6 Lintel FRM. Insul. CL WL Driveway Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final pol:./ f,t)'.'l.J SLB Tub Set Water Sewer Final r!s-fq? Breakers Ducts Ins!. Compressor Final ((nR. '1/ fi/9 -, ti:?D 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, .. . .. .. AFRlL 3, 1997 I, DANIEL YA'IES,DBA GUlF IUVER AND ELEClRICAL SERVICES, 1ISCENSED ID ID BUSINESS IN lHE STAlE OF FlORIDA: 1ISCENSE # ERCXDJ593, IDES HEREBY GIVE lHE IUVER OF ATIrnNEY ID WALlER WAYNE CRAWFaID DBA: WALlER WAYNE CRAWFaID CDNS'IROCTION ID RJlL A PERMIT FOR ME RR JOB: lOCATED IN THE CTIY OF ZEffiYRHILLs,38641 1ZIH AVE, a.JNER HAROlD aMEY.ELEClRICAL PERMIT . ;#E,(O()O~?93 I7m!2Lf .' Li)~ f;f~JJl5/1 I~ ()~a/ !>>-hI) I4fJuwd ~ dA1ddidl~) tuned [LLhtJ ~ 12/J1~ 70 /Yl~ --! ~ ~ cJ~ J {ylAi1 /9q 7 Jy~ ~ c( , SA, 'r!-ty [?/p~ IJ/2d _.."~:f'II~ C~~:gNR:~~~9 .... i:" EXPIRES FEB 02. 2001 ~ ~ BONDED tHROUGH 'fJIOF~ ATlANTIC BONOlNG CO..IC. APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT \/1t1 :)'-3 Ita ./.\ 1 ;' \ OWNER' S NAME ,r; ./7 A..J:t:/ OWNER' S ADDRESS ::<8 (f) t..f I ! Jl!r' 50>?'! (I ,... JOB ADDRESS ,'! // <://~ PHONE 8/3-" 788-'j..Cf 6--5 ,rtl ~ l () Z ..~ L1 A J $ F ( a... l Lt/V,-- <<,1:.J-fl J I Z {,t u..;J. ' /1 j } /,/ - / I (' l (. LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL I. D.' / j- 626 -.2J - 0 cJ / t/ - 6 St 0 () 0 - 0 / / 0 (OBTAIN FROM PROPERTY TAX NOTICE) .. t WORK PROPOSED:..J.....:..New Construction _Addition _Alteration _Repair _Install _Sign _Move _D~lish PROPOSED USE: _Single F~ily _M/F _' of Units _M/H _eo..ercial _Indust. ~ool _Other DESCRIPTION OF WORK: _Restaurant & Health Departllent Approval , +C I r i () '?J() i~J 'f? ' r' C' \...". ',,\ ". '" \.....rr""" -....I --'-J ....c' (\ ~.N Ii \ J/lf, (1 \..., 0..' ri ~uare Feet, Height BUILDING SIZE: x RESIDENTIAL: COMMERCIAL ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~UlLDING ~. C/ ~ $ / 1 0)0 PERMITS REOUESTED Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R,E.C. _MECHAlUCAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fr~e _Steel Other v FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? ****************************************** YES NO BIITIJ)ER -'I :'\, \ -~/ Signature CIlHPARY., I.t-;,!k ~ ~.TWeA-- State Cert. or Regist. f City License Registration f ,:) t9 h / .. ***************************** PLUMBER COMPANY State Cert. Regist. f City License Registration f ********************************* v Signature MECHANICAL COMPANY State Cert. or Regist. f City License Registration . ************~***************************** Signature ~ {..<.-<cr"" OTHER Signature COMPANY State Cert. or Regist. , City License ReIt.iJ;tration' ;;2.0.? Y *******....*.*..~~!:~*!!~~~p'~ . i 1...,........"~,!I.,... ~iR'ii.. PERMIT OFFICER. v CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS Tbe undersigned understands tbat this pertit lay be subject to "deed restrictions" wbicb laY be lOre restrictive tban City regulations. The undersigned assUJes responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas bired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If tbe contractor is not licensed as required by law, both the owner and contractor .ay be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requireleDts lay apply for the intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (813) 188-6611. FurtberlOre, if the owner bas bired a contractor or contractors, be is advised to bave tbe contractor(s) sign portions of the "Contractor Sections. of this application for wbich they will be responsible. If you, as the owner sign as the contractor, you are indicating tbat you, rather than tbe contractor, are responsible for tbe work. If the contractor wisbes you to sign as contractor that laY be an indication that be is not properly licensed and is not entitled to pertitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of .Florida's Construction Lien Law - HOIeowner's Protection Guide" prepared by the Florida Departlent of Agriculture and Conslller Affairs. If the applicant is sOlN!one other than the "owner", I certify that I bave obtained a copy of the above described docuaent and pIOlise in good faith to deliver it to the "owner" prior to COIleDCelent, E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify tbat all the inforlation in this application is accurate and tbat all work will be done in cOlpliance with all applicable laws regulating construction, zoning, 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 cOllenced prior to issuance of a pertit and that all work will be perf oIled to leet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in t4~ jurisdiction. I also certify that I understand that the regulations of other governJelltal agencies laY apply to the intended work, and that it is IY responsibility to identify wbat actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: t Departlent of Environaental Requlation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater Treatlent t Southwest Florida Water HanageleDt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways t Departlent of Healtb & Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater Treatlent, Septic ranks t US EnviroDlental Protection Agency - Asbestos abatelent I also certify that, if fill laterial is to be used in Flood Zone "A. or "A,etc.", it is understood that a drainage plan addressing a .cOlpensating volllle" will be sublitted wbicb is prepared by a professional engineer registered in the State of Florida prior to perlit, issuance. A perlit issued sball be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or set aside any provisions of tbe technical codes, nor sball is~uance of a perlit prevent the Building Official frOJ thereafter requiring a correction of errors in plans, construction, or violations of any code. Every pertit issued sball beCOJe invalid unless tbe work authorized by sucb perlit is cOIIeIlced within six IOnths of issuance, or if work authorized by the pertit is suspended or abandoned for a period of six IOntbs after the tile the work is co.enced. One 90 day extension of tile, lily be allowed for the pertit with fee cbarge of $15.00. !be extension sball be requested in writing to the Building Official. An approved inspection lUst be logged during each six IOntb period, or the project will be considered abandoned. WARMING TO 0WlfER: YOUR FAILURE TO RECORD A NOTICE OF COMHEIfCEHElft' HAY RESULT Ill' YOUR PAYING !WICE FOR IHPROVEHEIft'S TO YOUR PROPERTY. IF YOU Ilft'EIID !O OBTAIN FIIlAHCIll'G, CONSULT WI!H YOUR LENDER OR AM AnORREY BEFORE RECORDIlfG YOUR lfO'fICE OF /' IIV" COHHElfCEHElft'. JOBS UlIDER $2 IN VALUE DO NOT NEED TO RECORD AlfD POST A "NOTICE OF C CEHElft'". q 4/.... ~5qm7uv t\ ~ V .1 , "..: STAli OF r; COUM'lY OF .' j J2 The fore oing 1. before me this' was ~~~ledged , 19~by STATE OF FLORIDA coum OF The foregoing instrument was ac~~dged before me ~~ ' 19----L-~y known to me or who has ( v~ (Name Typed, Printed or Stamped) NOTARY PUBLIC .~. ff/llll/llfIWUC 8I'Ie1Ef1I ~ A..... ~OI COMM'.ION #I CC81_ EXPIRES 1.22.2001 BONDEDTHRU ASA 1.aee.NOTAAYl (Name Typed, Printed or Stamped) NOTARY PUBLIC . . NOTAR'fPUBUC STATE OF F~Ut,.,'A ATHENA SARANTOPOULOS COMMISSION #I CC615358 EXPIRES 1.22.2001 BONOEOTHRU ASA 1-888-NOTARY' olfartinit[!!e , LI\'t OU" 1'C)()L B'1 D'G.~' ~G, A' Ill' x. 3D' Rf1!.iANGaLE nEPTJ.I AccDRDINLDTo t:>\ME.NS1DN5 BELOW. C.HEe.K HOLE 'FOR SQ.\J.ARE~E~~ \0 "OU5E.. 5fE e;Xf\Mf>>LE , , . , 13' :b\G::' -PL~N .' ~. ~ . ". . .' J. " " .. :.~ ~ .. , . .,l _:,.,,11 29' .~ A PP~OA\MfI'EL'I- . ,;. . I ' , '1': t ''I.'' l ~Li' ~ ~ ..;~ ~ " '.'~. 5..-, ' ','1~,:.j'.,: '...1 _ :'-';'" ,', .,. .'-. I'1>'Jt. Co ;.. . LOA~5 of D \in " ..."...., .. . , :. i,,';::~B'" , '.?\.,:'.:'~,j1~':';;:' '-, ..~.,..:+,..(tl.,.!l1"." " ',",;. /,',,/0 ,.;/,Jl~\.':::'t~:. ,.~;.t~1!-" .::r~'; \ . 'p' ~.'>AI..il4f" f. . O\)~e.~ . "'\:"~~'~""'~.'~.l.~ " , .,' '. ,i':."i.J....JI../:l. ~ ,,'~\, . , '~j<oo;::"'r(l,.t,~..". h:;"'~ ," ;,;.: ':f:"':.~t-'~i.:.,~\,j,, ,'~ ' .' ,.~ ~. :';":'~"~'~~'i~(:,:: '. , ...:f;','" ~~ ,f'-I. ,-'.l . '," '".." , ""\ti'&ii.;.'t.t'~"~" ".;: ';.< r'~. "'<l.'"..~I;'" , {.'!. , ..:' " jl;'.."~,,. " r'(:.... ',S: , ,", .w~""'......,> "':~' I. ~QuRR6';, ',~ :,~~~,,~~,\; ~ OF.,.t4O\.E". ""'," :~...Q"w_t! ~ ~A:.:.:' ~ S~i~':;~~~~N6~':k' of'' POOL ''TD'~;~If>'c.ii{,'o ."h)'1{~:' ' ," ...:; -J' \_~,~. :',.\ ~ , ~ Phone: (941) 859-6700 Wayne Crawford Construction 4732 U.S. Highway 98 North Lakleland, FL 33809 Fax: (941) ~59-4285 ftlllIItrut.... . or lilt date .r_ ","&alot ., 1M ..... ......1IItId lINIn ......... ..... oea.cncc.ro _Ill PIItJ...... ...... ........ ,.... OhrcltaHr,o PURCHASER: HAROLD CONLEY Ph. HOME: 8 I 3 ~ ., MAILING ADDRESS: :B)41 lZIH AVE Ph. BUS.: I J s,~ :iX:>'IU ZIP: 33540 INSTALLATION ADDRESS: :B)41 lZIH AVE lmlYRHIIlS,FL LEGAL DESC,: ~ POOL SHAPE: ROCl'AtGJIAR PERIMETER: 13X29X13X29 1. Exceu.. 2. FII8r Sptem CAImlTIr.F. 3, Pump & motor 3 4 HP 4. Method of chlorination AUlO 5. Surface skimmer YES 6. Backwlsh disposal YES 7, Piping & Inlets H" pvc 8. Therapy Jets N/A 9. TIle N/A 10. Interior finish ~ Max. WIdth 11' IIf Depth 3.5 IIfMIX. Length 2Q' VfWaterArea 3n s/f ft. to ft. to 5.5 ft. NSPI T~ 11. Underwater pool Hght YES 21. TImer YES 12. Main drain YES 22. Test kit YES 13. ,ft. area 23. Manual cleaning equipment YES 14. Deck drainage IHlC A mAIN AS NEElD 24. Automatice cleaner N A 15. LadderlGrabralls YES 25. Start up Chemicals YES 16. StepslHandrall SIEPS RlHD IN ImL 26. Heater NI A 17. Diving Bd, & Stlnd N/A 27. SwlmoutlBench N/A 18. Slide N/A 28, Spa Light N/A 19. Cantllever/coplngltlle NI A 29. Spa with four therapy jets N/ A 20. Electrical hookup ~ GFI ~ Additional Provisions: s:RaN 001RRE 10 <I.JVm RXL AREA - 21' X 37' HIP IUF I:fSl.m tW.f I( (bo\.o~- .J;IJA'Sh (1t~VY\f>, CONTRACT PRIC E POOL TERMS: Deposit Fsc:avation ~ll~ ~C~ Ca1vletion $ 1<XX>. / $ 700). : :: 7r:JJ. TERMS . <Ii 00 IL/G IIJ $-~&~fIL_:L~~..!'::~G I Screen Term .: ( Included in total Price) 50% Depos" $ 50% Com pletlon of Scre.n $ Heat PumD: 50% Deposit 50% Instillation $ $ NonCE TO PURCHASER ", ThIs propouI when Ilgned by In parties Is I legally binding contract. When the purcha..r Is required to obtain financing thla agreement Is contingent upon the purchaser obtaining financing, however, If the purch...r Is unable to obt.in flnlnclng any deposits made may be retained by the contractor as liquidated d.mages. - CllIIIhIf "......",. 011 0lIlIr III .... C'OIIhcfllr - "....,.,. MIl 'IOItI...... ...,., by. cUy 8IAIIotIDd ClIIIlw 01... Cclnhcfllr .............. 01 .........."".,........ ~....... n. --- _110""'" Io,Mnd'" COIIINc:fllr. AI.......... MIl .........'" _ oonI8IMd III Ifllr CllIIIhIf.... ~ ---".,.... _110 ........,.,. .....d11v8 otIitr 11IM _.., bffIlIIlIIII dol:wItMI, ~ 0I"'/wmtt 0111III CllIIIhIf by c..naw" Ill.. _____10".. ~ by ~. r;opy 01"* 00IIbKt to INmIht1w/n(J ___ by.......,. by the 8M"" 01. ............,... 01.. ConfNcIGr,. ,by lllIfIIIlIMCilV...."..,., .. DATE: 3-~7 SUBMITTED BY: ,~ ~ ~vne Crawford DATE: ACCEPTED BY: DATE:q~~ PURCHASER: ' '. lBrold OJoley , ' DATE: PURCHASER: OWNER: PI'URCHotIIIRI AN HUIINlD NflJ WPl,IOTH MUST lION, IF O't'\N!R IS DIFFERENT FROM PURCHAlER, <MMR MUST SION, PURCHASER(S), BY SIGNING ABOVE, ACKNOWlEDGE TO ALL THE TERMS AND CONDmONS ON ALL PAGES OF THIS AGREEMENT EVEN THOUGH SPACE LIMITATIONS REQUIRE THAT SOME ARE PRINTED IN SMALLER TYPE. 03/31/1997 17:20 c:594285 THE ~10RTGAGE SOURCE PA\;E (13" ~ ~ SllOII IU.I. UIaTuk; · PlI.OI'08tm 8'r11.VcTu.us GIVDIG DDtBHsZClll8 a ~as. 8U~.t.unt(J D8PAJrntKHT ~HER JOB LOCAT10H PARCEL I.D. , ,,,/ I~ \ ';)00 ' ,~ S Al.L.lTlfAY ACCl8S FOR GARAGI O~ CARPOftT _ 15 FOctr SI''l'BAC1C REQU.IRID. \,; ~ 4: 6)( ls4lYt ~ HooSe UTILITY BUILDINGS HUST aaow SXZK & FOUNDATION INFOR- MATIoN. 20 '4-- CJ~ FRONT PR TV LINB (NOTE EXAMPLES 1 & 2) STllBBT ~'~?'t-'l)..J --=- 1. SKTSACXS FOR Rl, R2 ZONING 60' 2 . IJTBACXS FOR Jt3 ZONING - 60'~ 1 0' 10' 10' EXISTING 10' t 0 PROPOS aD 20'SGL FAA 30'DUPl.IX I"R.OHr PJtOPbn LIB 10' P E R X o I 10' P s o T 8' I & N n G 10' 20' l'1Dn' PROP.An LIB , ~!<Q'-J~~,.~ Cr.-..,:T k;/I"N~ t '~/- g S'?-f7(;~' - .-:: This lasanunent Prepared Sy: 0, t'/- '1i.~";> E. <l1-...~t>J q Co \ "~ddn:ss._~_ 7- ~ '1 ~ ,J ~ ..,,.-.~: U Id 1Ft ::lsa I 0 Permit No. III'''' 1111I11'" '''" 1111I "'" '''" "'" II" II" 97034627 Rcpt: 142710 Ree: OS: 0.00 IT: 03/31/97 6.00 0.00 DDtv Clerlr STATEOF FI/)~I'd~ COUNTY OF (J (l-tle I NOTICE or COMMENCEMENT TIX folio No, THE UNDERSIGNED hereby gives notice thlt iJnprovcmcnt will be DIldo to c:enain real property, and in ICCOrdance with Chapter 713, Florida StatulCS, the followinl iDfcnnation is provided in this Notice ofCommc:nccmeru. .lED PITTIfAI 03/31/97 03~JpASC01COUITY CLERIC OR 81C 37 .1.' 9. pOf 1 G 200 I. Dacription ofprope,ty: (leaat description of~. and~~'faV~II~') if) /_-1.LJ '~I /..-DB It AIVc/~k~D ~Z /\-0 t!{O;J -r't:q; 1OtJ't!Jn ) 2.Q~of"-"-':~ce, I~ -t .pD~/, M~ce JV/ ~ C:7h:O~"LLJ4e J. ~"':t"'::'" ""/11""'/'; '1 ':5 e-,u IV" e O~ ley, .:31l~<l1 ./ ~tJ.. C~ .j b. latcrcstinp~ !)WNe~ "Aeph'1rh,'/lsJ FI .33S~O c. Name and address of fee simple titleholder (if other thlD owner): 4. ~';"Iddn:a:h9fWe- (J/WoP-f'i,..,.; (! /h1..,I"/ <+"l3;;). ~~ qg~. L.k(q,"F'J b.",-1IUllIbcr: '1~/ -8"59- t;. 7M . \ 0 3.3810 Co FIll_ (opciaaaJ, it - by ra i.....'\llobIe): 8'.5"9 - ~ -< IT"S" (9- <II..) 5, Surety MI A L Name IDd addras: '/ ~ b. Amount of bond S c. Phone number: d. Fax Dumber (optional. if service by fax is acceptable): 6. Lender , 1 _ _ 'AJ~ II __ ~ I L Name and address: <:5-r-ee"vTree 1-' FYr'T ,"c_./ b. Phone Dumber: c. fax number (optional. ifscrviee by fax is ICCCptable): 7. Penans witbia the State of Florida dcsipated by Owner upon whom notiCes 01' other doc:umc:nu may be served IS provided by Sectiaa 713,13(1)(1)7., Florida StltulCS: L Name aad address: b. Phoac Dumber: c. Fax DUlDber(optianal. ifscMce by fIX is acceptable): S. Ia addiliOD to himscI( Owner dcsi....1CS the followinl pcnon(s) to ra:civc 1 copy of the Limor's Notice IS provided in SccIiOD 713,13(1)(b), Florida StaaalCS: L Name aad address: b, Phone Dumber: c. Fax Dumber (optional. ifscrvicc by fax is acc:cptable): 9. Expinlioli date ofDoticc of commenc:cmcnt (the cxpintiOD dare is I year &om the date ofrecordinl ualess a different dale is specified) ~l,-t l4, ~ \ 'l:l~. . 5 "'1IIlI'ubs"illoolllefix.mcby~h" Si_of~ who is personally known to me or prqIuced ID oetIl. this \.:flst.. of ~~. 19.::t..:l- ~ /'1 ) ,. 7-1' /. _ '. t. 6 ~~ OwacnAddrasvoiPrl ~UL lUUL. Si_ofN lu;.. '.I.aa-' _- Zef>/1rf'A.'/b r7 ~fll) PriDtclIJN_ofN ~"-_ _~_ I CnnlPlti..ioa NI)./Expintioa SEAL; ~'~lfL MRlEY CRAWfORD ~. ~. ~ COMMISSION' CC417949 EXPItES FEB 02. 3]01 1ONGm1HROUGH "f\l Aft.ANnc IONOt<<a CO..IC. ALL OO:ORMA nON MUST BE TYPED OR PRINTED LEGmL Y TO COMPLY wrm RECORDING REQUIREMENTS. 03/31/1997 17:20 8594285 THE MORTGAGE SOURCE PAGE 04 ~~)~IJ~..'... FI · ~~,: . orlda .t..~ . POwer "', \~. .....-,. o. A" ~" "i;:~~~'\;"" ,. ".u., ~'...~.._ ''t.~-~.. 'r:',. t,... "'j . ~,.. . .\- r~~.", ' " r", I ~ " ~ ... . '-'-.. ... . . . (.0 .". .~ .'.,~"..' -I~:;}:~> .~.~, .-.. \t.:;' '.NAMB; ,'lti1\1, . ,... .. ..,:\,...,. '.". , t:::.) ADD.R:1'S: .3 Reo'4 J .. .. ...... c OAJ lotS" -"-- 11.. 11-4 IJ.J 4!:: . L ., ,CITY: :. . .... Zi.dl'f'-l lUll UJ '. . '30".' :~. ~ .~{~: t':. ....,;, .".,~ .. - v:--/ THr; POOL PROpOSED FOR CONSTR UCTION AT TH E A !JOVE ADD RESS DOES NOT CONfLICT WITH ANY UNDERGROUND OR OVERHEAD FACILITIES OF FLORIDA POWER CORPORATION, PROVIDED THAT THE POOL IS INSTALLED IN THB 1..OC...1'ION SHOWN ON THl; ATTACHED SITE PLAN PROVIDED TO US I)y TH5 POOL CONTRACTOR, THl> POOL PROPOSED FOR CONSTRUCTION AT THE A/JOVE ADDJ<J;.,SS DOES CONFLICT WITH O/H UIO FACILITlES OF FLORIDA POWEI< -- - CO~ORA 1'JON. ' f ,)"j;-' ,~:. . ..... "."" .............. ARRANGEMENTS HA VE IlEEN MADE WITH US FOR RELOCATION OF THE FACILITIES SO AS TO CLEAR THE POOL -'>ItEA SHOWN ON THE ATTACHED SITE PLAN. '., FLORIDA Po.WER CORPORA nON ~ ~ ..$n. "I STItHEN F. DUNNER D1STRlBUT10N ENGINEERiNG &*.3J- '7 n"'Y'UUI.\,$ Ol"t.RATION ~f.NTtR; Jf4SJ Ot'o.' "old. Z,phVfhil" . ~hmd.. 33$<4' . ffUl lU,UH A Itorifl. /'to"." CtHnp,tty ,/ 'POOL ENCLOSURES FLAT GABLE MANSARD ~--" .....-------, - , READy TO SWIM Packages Include the Following · One Piece fiberglass poolsheU with llFETIME WARRANTY · Installation, Plwnbing. Eleclrical Hook-ups and Building Pennit fees · 4' decking aroWld the pool with standard Kool Deck finish · 8" X 8" Footer aroWld cicek perimeter for screen eDclosW"C · Stainless steelladdcr in the dcep-cnd of pool except. pools with Swim-<>Uts · HAYWARD Filtration I}'Btem consisting of Super Pwnp, Cartridge Filter, Skimmer, · Automatic Chlorinator and fitlings. Filter slab included. · Hayward Filtration System comes with a J Year Factory Warrqnty · Automatic Time Clock, 1 OF! Oudet in pool area (if required by code) · Cleaning package with Vac Hose, Vac Head, Vac Plate, Telescopic pole, Leaf Net · WaD Brosh, "Aqua Check Gold" Test Slrips and Start-up chemicals · "Pool School" and complete Customer Warranl)' ~ Maintenance Package ~ ~ ~ ~ I ~ va " WD-I S/fJ This. Warranty Deed Made this by 27tftayof December A,D. 19 96 BEULAH B. EMERSON, the unremarried wid~~ and surviving spouse of LAWRENCE N, RMERSQN deceased heremarrer calle~ the grantor, to HAROLD G. CONLEY, SR. and JENNIE V, CONLEY, his wife whose post office address is: hereinafter called the grantee: (Whenever used herein lhe lenn "p1Inlor" and "I...nlee" include all lhe parties 10 lhis inslNmenl and Ihe heirs, lela' represenlalives and auilns or individuals, and the su~~e"ors and assilns or c:orpo"'lions) Witnesseth, that the grantor, for and in consideration of the sum of $ 1 00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants,<hargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in County, Florida, viz: Pasco Lots 11 and 1~, Block 40, CTIY OF ZEPHYRHILLS formerly (TOWN OF ZEPHYRHILLS), as per map or plat thereof recorded in Plat Book 1, Page 54, Public Records of Pasco County, Florida. SUBJECT TO covenants, restrictions, easements of record and taxes for the current year. P at6fe\h~",~h fl~<(A~di~dls, Jt~mRttii~ntJ.a\a ippuiltnagc~~&er~~ ~PoiiJlJ-io~ in anywise appertaining, To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the la~ul claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 19 96 . In Witness Whereof, the said granlor has signed and scaled these prescnls the day and year first above written. Signed, s aled and delivered ill our presence: . ~ No_: T-€Y'-e -\ A (rl. wee ~~ ~~~.~;;~ /".e;,,~L 6, ~,~.1~-~G:iJ I~ :, . BEULAH B: EMERSON Nlme A AdU'rns: ~ "...: r.w NI... .. ""IdIJft1: "'....: u:sJ State of County of ,;' fi N... A Addrnr. Florida Pasco The foregoing instrument wa!\'.acknowledged before me this by . . 27~N' of December' , 19 96 BEULAH B. EMERSON, the unremarried widow and surviving LAWRENCE N. EMERSON, deceas~ ' . who is personally known to me or who has produced cUr ( u tV'S l ( ( ~b -c:: spouse of , as identi fication. PREPARED BY: TERESA A. WEEKS RECORD & RETURN TO: Guardian Land Title, Inc. 33277 Cortez Blvd, Suite C Ridge Manor, Florida 33525 File No:SR96-1436P ~4 Prinl N.me: . NObIl)' Public My Commikion &pires: DETAIL 11 f "W-l GRADE PERIMETER MEMBER DETAIL 12 ,"W- f MATCH SlOPE AND ,/ EXTRUSION SIZE AND SPACING fOR RISER WALL BELOW J r SEE TABLE 2 fOR "H" J , DEl AIL 11 TYP. DETAIL 12 TYP, TYPICAL FLAT ROOF ELEVAllON TYPICAL MANSARD ROOF ELEVAllON SCREEN TYPICAL ALUMINUM BEAM SEE TABLE 1 PERIMETER WALLS AND fRAMING SIZES REfER TO TABLE 1 AND TABLE 2 "'" C-l7 ALUMINUM BEAMS S"/va SEE TABLE 1 S,.~ VC~ '?c PERIMETER WALLS FRAMING SIZES TABLE 1 AND 2 ALUMINUM BEAM TYP. TABLE 1 ALUMINUM COLUMNS TV? SCREEN TYPICAL ALUMINUM COLUMNS TYP. SEE TABLE 2 SCREEN GRADE DETAIL 13 1" x 2" TYP. TYPICAL DOME ROOF ELEVAllON TYPICAL GABLE ROOF ELEVAllON C-l7s "/va s~ ,,' l,clV, '?c RISER WALL ALUMINUM BEAM SEE TABLE 1 PERIMETER WALL FRAMING SIZES TABLE 1 AND 2 CONCRE TE SLAB AND fOOTING TYPICAL SCREEN TV?, PERIMETER WALL FRAMING SIZES TABLE 1 AND 2 CONCRETE SLAB AND fOOTING TYPICAL 1" x 2" TYP. ALUMINUM COLUIoNS TYP, SEE TABLE 2 1" x 2" TYP. 1" x 2" TYP, TYPICAL FLAT ROOF ISOMETRIC TYPICAL MANSARD ROOF ELEVA llON NOTES: "W- = SCREEN PANEL SPACING "l" = MAXIMUM BEAM SPAN WITHOUT KNEE BRACE. ADO HORIZONTAL LENGTH Of' KNEE BRACE TO SPAN fROM TABLES, "H" = MAXIMUM UPRIGHT HEIGHTS "SW- = SIDE WALLS CAN BE fRAMED WITHOUT TOP BEAM AND CAN BE SMALLEST EXTRUSIONS ALLOWED BY SPAN TABLES I h ~ / / / / / , , , , ANGLES MAY BE SUBSTlTUTtD fOR V-CHANNELS 1 1/2"x 2"x 0.06"x BEAM HT. U-CHANNEL "B" ATTACHES TO ./ 2"x ___ 5MB W/ (4) EA. 3/8" i' LAG SCREWS IN WOOD OR (3) 1/4" ANCHORS IN CONC, fRONT WAL4 DOME ROOF, SCREEN ENClOSURE 110 SMS 0.135" PLATE OUT ON 45' ANGLE 1/8"x 1-1/2"x 8" f'LAT BAR : ' . r-- ~ EYE-BOLT C.P. OR 5.5. ___ . --- fOR CABLE TENSION PERIMETER fRAMING MEMBER -- 1750 LB. STAINLESS STEEL NOTE: (1) PAIR Of' CABLES REQUIRED fOR EACH 300 SQ. FT. Of' WALL AREA CANTILEVER CONNECllON DETAIL 2"x2"xO.06"x___ LONG ANGLES "A" TO f'ASCIA W/ 2-3/8" LAG SCREWS AT EACH ANGLE EXISTING ANGLE ALUMINUM COlUMNS TYP. SEE TABLE 2 TYPICAL DOME ROOF ISOMETRIC TYPICAL GABLE ROOF ISOMETRIC PERIMETER WALL MEMBERS PURLlNS AND CHAIR RAILS TO BE SIZED PER TABLE 1 AND TABLE 2 DETAIL BELOW 2" x d 5MB TABLE 1 THIS MEMBER SHOULD BE THE SAME SIZE AS DOv.N MEMBER 2" x d 5MB TABLE 1 "A" = WlDTl-i REQUIRED fOR GUTTER "B" = OVERHANG DIMENSION MS- _ CANTILEVERED KNEE BRACE DETAIL 11 TYPICAL CABLE CONNECTION AT CORNER 110 x 3/4" SMS 0 3/4" D.C. JOO NAME: ADDRESS: NOTCH ANGLE (OPTIONAL) 2" 5MB 3-1/2" CONCRETE SlAB (TYPICAL) (2) 1/4" OR (1) 3/8" MASONRY FASTENERS 2" I-CHANNEL OR U-CHANNEl 2"x 2"x 0.06"x 9" ANGLES "A" ATTACH TO 2")(___ 5MB w/ (4) 110x 3/4" SMS 0 EACH ANGLE EACH SIDE CANTILEVER CONNECllON ENLARGED MUST REMAIN fOR ANGLE STRENGTH DET AlL 12 TYPICAL CABLE CONNECTION AT SlAB 2- x 2- AND 2- x J- KNEE BRACE CONNECllON DETAIL DRAWING FOR ONE PERMIT ONLY Vi ii~ :e 0" ~I lI2C ~~ !~ ~a "'~ :~ ~5 1IIll! ~~ ~.... ~~ .: 2 "'c ~ ~~ '" .", 0 o~ ~ j e9~ ~ l:J .0. ~ ~ ;j~ 8 ~ ~~~ ~ ::r ,,::18 - ... 9h j ~; li"'a ~ Sa ~ III r= ...l:J ~~ii ~ ~~ 00111 ;'\. ~!4il! ~d~ 15 ~ 1II~g: CD oj o'i to o o lt1 lt1 , NU) ~o ~g - r-8~l'11 .. v v l'1 I v ~ l'1,ONr- r-U)VCXl ~tOotOll'11 ~8:gr-~~8 ~Ill o""""f'-OCO 0"'G:~ to' _to ",.1- ~~~'-"~~-a ::I:tO.5u'-'-8g . . In a x'C'- ~~~&~~~ ~ ALUIoIINC:IoI (/J UJ ex: ::> (/J o ..J o Z UJ Z UJ UJ ex: o (/J l~~ 5 u ... z '" 2 '" & ~. oJ ..,1::: !:\;! . ~ ~ i~~ '" 2~,.!. tJ :ltie~ z ~~..~ " "'~ ~ g I~ j q~ ~ iJ ... 0:: .... SHEET , 4J OF ~ ~&ff~I@'~ SPACING/2 ~ SPACING/2 BEAI.4 SET SPACING - SPACING/2 ~ SPACING/2 BEAI.4 SET SPACING - ANGLE LOCATION FOR SUPER GUTTER REINFORCEMENT RECEIVING CHANNEL 2-1/S.11 '.11 '.11 0,062. W/ (4) 18 II 3/4. SMS EACH SIDE Of' EACH BEAM AND (6) 18 II 3/4. SMS INTO GUTTER SL OR SM BEAM SIZE VARIES (2) '12 SCREWS W/ MIN. PENE TRA TlON 0 EACH RAFTER (PRE-DRILL) (6) '10 II 2. SCREWS o EACH BEAM (3) ,all 3/4" SMS ~ RECEIVING CHANNEL " 2-1/8. II 1. W/ (.3) 18 II 1/2. SMS EACH SIDE OF BEAM 3. WIDE x 1/8. THK STRAP AT EACH BEAM 5MB CONNECTION TO SUPERGUTTER 2" x 2" II 0.093. ANGLE W/ (4) 18 x 3/4. SMS AND 2-1/4" THRU BOlTS EACH SIDE 0 EACH BEAM SL OR SM BEAM SIZE VARIES '10 x 2" SCREWS 0 24" O.C. (2) "2 SCREWS W/ MIN. PENETRATION 0 EACH RAFTER (PRE-DRILL) I" II 2" O,B, RECEIVING CHANNEL ---- 2-1/8" II I" W/ (3) 18 II 1/2" SMS EACH SIDE OF BEAM GU HE R ] /8" FERRULE W/ 3/8" x 8" o 24" O.C. LAG SCREWS TYPICAL SL OR SM BEAM AND GUTTER CONNECTION SOLlO COVERS ATTACHED WITH 18 II 1/2" SMS 0 6" O.C, WITH \ WASHERS OR COMPOSITE PANEL WITH 1/4" LAG SCREWS 24" O.C, (2) 18 x 3/4" CORROSION RESISTIVE / WASHER HEADED SCREWS / ~ SCREEN ROOF BEAM o ALUMINUM STRAP OR 1/4" THRU BOl T AND 1/2. PVC FERRULE o 24" O.C, SUPER GUTTER MAX, SPANS SEE TABLE BELOW SUPER GUTTER / SCUD ROOF / SCREEN ROOF COMBINATION PURLlNS PER TABLES INTERNAL BRACING 2"x2"xO.120" EXTRUDED ANGLE T-6 ALLOY TRIM 1/4" OFF LEG BEAM WIDTH FOR SPANS GREATER THAN 40'-0" LATERAL BRACING DETAIL 1"x2" O.B. FASTENED TO 5MB W/ (2) '10 II 1-1/2" SMS SELF MATING BEAM SEE TABLE I PURLlNS ATTACH TO BEAMS W/ (2) '10 II 1-1/2" SMS -- OR SNAP BEAM EQUIVALENT _ 2"1l___ 5MB POST TABLE J BEAM TO UPRIGHT CONNECTION DETAIL 11 NOTE: 2"x3" UPRIGHT MUST BE NOTCHED FOR 2"x2" ROOF PURLlNS SQUARES ON VARIOUS BEAM TO UPRIGHT SIZES DENOTE POSSIBLE SCREW PATTERNS M M 1.4 MB 1.4 1.4 REFER TO TABLE 3 1"x2" EXTR. FASTENED TO 2"x2" W/ '10 II 1-1/2" " SMS 0 24" O.C. 2"x2" PURLlNS ATTACH TO BEAMS W/ (2) 'lOx 1-1/2" SMS OR SNAP BEAI.4 EQUIVALENT BEAM OVERLAP CONNECTION OR GUSSE T mcom ~~~ VllllVl II'>~'" x x x <'IN BEAM TO UPRIGHT CONNECTION DETAIL 12 PURLlNS ATTACH TO BEAMS W/ (2) '10 x 1-1/2" SMS 3/4" MIN. SPACING SEE TABLE 4 FOR NUMBER OF SCREWS PER CONNECT 3/4" MIN, SPACING NOTE: SCREW PATTERN FOR THE CONNECTION USING NOTCHED 5MB WILL VARY FROM THE SHOWN. SAME NUMBER AND SPACING APPLIES CUT FOR PLATE CONNECTION (PLA TE INSIDE BEAM) TYPICAL SIDE PLATE CONNECllON DETAIL 13 BENT P 3/4"x2 3/4".0,062" ~ (2) 18 x 3/4" SMS____ 1"X2" EXTR. FASTENED TO ~ 2"x2" W/ "0 II 1-1/2" SMS o 24" O.C, CONNECT 2"x2" TO BEAM ./ W/ (2) ,8 x 1-1/2" SMS ~ ~ CONNECT PERIMETER MEMBER .....- W/ (2) '8 x 1-1/2" SMS CUT BEAM BEAM SIZE VARIES ::::~ BENT P 2"x3/4" SMS INTO POST (0) ,811 3/4" SMS INTO BEAM PLATE TO BE SAME WALL THICKNESS AS BEAM PLA TE CAN BE INSIDE OR OUTSIDE BEAM OR LAP CUT BEAM SPLICE SHALL BE MiN. OF d-l!2" HEIGHT AND 2(d-1/2") IN LENGTH MIN. SCREWS PER SPLICE TOTAL / SIDE OF SPLICE 2" x 4" 6 / 3 2" x 0" 6 / 3 2" x 6" 8 / 4 2" x ]" 8 / 4 2" x 8" 10 / 0 2" x 9" 12 / 6 SPUCE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND STACCERED EACH SlOE Of SELF MA TING BEAM TYPICAL BEAM SPUCE DETAIL MAXIMUM SPANS FOR SUPERCUTTER AND 5MB WITH SCREENED ENCLOSURE ONE SlOE ANO SOlIO ROOF OTHER SlOE ALUMINUM ALLOY 6063- T6 FOR SPAN "L" OF BEAM; USE SCREEN PANEL WIDTH "W" FROM DRAWING. LOAO AREA = 1/2 OF SCREEN BEAM LENGTH + 1/2 OF SOliD ROOF SPAN EXAMPLE: 44'(SCREEN BEAM WlDTH)/2 = 22': 22'(SOlID ROOF WlDTH)/2 = 1" FOR 2"x 6"1l O.050"x 0.12" 5MB &c 4" SG MAX. SPAN = 13'- ]" LOAD AREA SCREEN 10' 12' 14' 16' IS' 20' SOl~ r r r r r r BEAMS &c 4" SUPERCUTTER 2"x6".0.000".O,120" 16'- 3" 10'- 8" 10'- I" 14'- 8" 14'- 2" 13'- 9" 13'- 0" 2"x]"xO.060"xO,120" 20'-11" 20'- 2" 19'- 6" 19'-10" 18'- 3" 17'- g" 17'- 3" 2"x]"xO.062"xO, 120" W/ I BEAM INSERT 23'-10" 2"x8"xO.072"xO.224" 25'-11" 2"x9"xO.On"xO.224" 30'- 2" BEAMS &c 5" SUPERCUTTER 2"x6"xO.OoO"xO.120" 17'- 8" lr- 0" 16'- 5" 15'-11" 10'- 5" 15'- 0" 14'-]" 2"x7"xO.065"xO.120" 22'- 9" 2,'-1,. 21'- 2" 20'- 5" 19'-10" 19'- 3" 18'- 9" 2"x]"xO.062"xO. I 20" W/ I BEAM INSERT 2"x8"xO.072"xO.224 " 2".9".0.072"xO. 224" 22' ]' 23'- 0" 22'- 2" 21'- 6" 20'-10" 20'- 3" 19'- 8" 24'-11" 24'- I" 23'- 3" 22'-]" 21'-11" 21'- 4" 29'- I" 28'-'" 2r- 2" 26'- 4" 25'- 7" 24'-11" 25'- 5" 24'- 6" 23'- 8" 22'-11" 22'- 2" 21'-]" 21'- 0" 2]'-11" 26'-10" 20'-11" 20'- I" 24'- 4" 23'- 8" 23'- 0" 32'- 5" 3"- 2" 30'-'" 29'- 2" 28'- J" 2]'- 5" ::S'- 9" OPTIONAL CONC. CAP BLOCK OR BRICK ----....... (I) 14 BAR CONT. ANCHOR ALUMINUM FRAME _____ TO WALL OR SLAB WITH 1/4"1l 2-1/2" TAPCON OR _________ EQUAL 6" TAPCON STYLE OR 8" x 8" x 16" BLOCK WALL DECK OR GROUND L Vl. (I) '4 BAR 0 CORNERS ANO 10'-0" O.C, FILL CELLS AND KNOCK OUT BLOCJ< TOP COURSE WI TH 3000 PSI PEA ROCK CONCRETE MAX. DIFFERENTIAL IN SOIL HEIGHT 12" (2) '4 BARS MIN. 2-1/2" OFF GGROUND -10-- -10-- S" -10-- L :2"' j ,. ' &, KNEE WALL FOOTING FOR SCREENED ENCLOSURES 2" x 2" OR 2" x J" OR 2" 5MB POST ANCHOR I" x 2" xO.044" PLATE TO CONCRETE WITH 1/4" II 2-1/2" CONCRETE ANCHORS WITHIN 6. OF EACH SIDE OF EACH POST 0 24. O.C. MAX. OR THROUGH ANGLE 0 24. O.C. MAX. 2" II 2. x 1/S. ANGLE EACH SIDE / ATTACH TO POST AND CONCRETE AT LOAD BEARING WALL WITH (2) "0 x 1/2. SMS EACH SIDE ,. x 2. EXTRUSION I 1-1/8. MIN, IN CONCRETE VAPOR BARRIER AL TERNA TE POST TO BEAM AND PLATE TO CONCRETE 3- 1 /2" NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION 2'-0" MIN. BEFORE SLOPE MIN 2500 PSI CONCRETE WITH 6x6-10xl0 W.W.M. OR FIBER MESH TYPICAL .8~1 (1)/' ~~ CON~T FIBER MESH CONCRETE DOES NOT REQUIRE WIRE MESH 8. S" FLAT SlOPE / NO FOOTING MODERATE SlOPE FOOTING STEEP SLOPE fOOTING 0-2./12" 2./12" - 1'-10' > 1'-10' SLAB DETAILS ADDRESSING EROSION NOTE: ALUMINUM STRUCTURE FOOTING ~" t'? 2500 PSI CONC W/ (2) '4 BARS CONT. S >\ , '4 BAR MIN. 2-1/2" OFF GROUND -10-- ' ~12.~ RIBBON FOOTING FOR SCREENED ENCLOSURES JOB NAME: ADDRESS: DRAWING FOR ONE PERMIT ONLY 5~ ~a ~ ~'i ~~ :g ~~ O~ .., I ~~ B..J:;l ! !j ~~ ~tg ~ ! ilil5 ~~~ 'i ~~ ~l!! 83 9 l5J. ~~ ~~~ ~ ~~ ~5 ii5l5 g ~~ ... 0 1II F' ll.!j lIIo: "5 c ~~ ~~ ~~i1l Z Ii; ~g !d~ ~ ~2l ...... lII~lf g Go: ~~ -' N <'l !Xl 8 II'> II'> I NtO ~8 ~g 1n ~~;;;7J. ~ .., IONr-- r-- to.". !Xl ..- a:J 0 co I .., I ~8:gr--~68 ~~~-;'f'~,? . co u.....g...!._ ~~E'....,~..-a :I: ~~ ~~~.~ 0~~~~~o ::>a....Ia.LL.LL.Z ~ ~ f/) W CC ::> (/) o ..J o Z W Z W W 0: o rn ~~ i; !~ ~~ ...I -< w Vl ~ OF ~ TABLE I: MAXIMUM SPANS FOR SCREEN ROOf' BEAMS Of' ALUMINUM ALLOY 6063 T-6 fOR SPAN "L" Of' BEAM; USE SCREEN PANEL WIDTH "w" fROM DRAWING, EXAMPLE; SCREEN PANEL WIDTH "W"= 4'; MAXIMUM "L" FOR A 2"x 4"x 0.044"x 0.12" 5MB= 23'-10" WlDTH"w" S ~ ~ ~ 7' ~ ~ ONE PIECE EXTRUSIONS FOO P1.JRUNS lie BRACING 2"x 2"xO.044"xO.12" 10'- 0" a'-]" ]'- g" ]'- 1" 6'-]" 6'- 2" 5'-10" 2"x 2"x O,093" OR 2"x 3"x 0.050" EXT tr-ll" 12'- 2" 10'-"" 10'- 0" 9'- 3" a'- a" a'- 2" EXTRUSION AND SElf' -MA TING BEAMS BEAM SPANS 2"x 3"x 0.050" EXT 15'- 7" 13'- 6" 12'-'" ,,'- 0" 10'- 2" g'- 6" g'- 0" 2"x4"xO.044"xO.120" S.M.B. 2]'- 4" 23'-10" 21'- 4" 19'-]" la'- 2" 1]'- 0" '6'- 0" 2"x5"xO.05O"xO.120" S.M.B. 33'- 6" 29'- g" 27'-11" 25'- I" 23'-]" 22'- 5" 21'- 5" 2"x6"xO.050"xO. 120" S.M.B. 3]'- 6" 32'- 6" 29'- g" 2]'- 0" 25'- I" 23'- 6" 22'- 2" 2"x7"xO.050"xO. I 20" S.M.B, 40'- g" 35'-,," 32'- 3" 29'-]" 2]'- 5" 26'- I" 24'- 3" 2"xa"xO.070"xO.224" S.M.B. 55'- 3" 4a'- 0" 43'- 3" 39'- g" 36'- I" 35'- 4" 34'- a" 2"x9"xO.070"xO.224" S.M.B. 59'-10" S1'-10" 46'- g" 42'-,," 39'-1'" 3]'- 6" 35'- 5" 2"x9"xO.070"xO.310" S.M.B. 66'- 5" 5a'- 2" 52'- 4" 48'- 0" 44'-]" 4"-10" 40'- I" SNAP EXTRUSIONS BEAM SPANS 2"x2"xO.044" 11'- 5" '0'- 0" a'-1'" a'- 3" ]'-]" ]'-," 6'- a" 2"x3"xO.045" 15'- 0" 13'-'" 11'- g" 10'- g" 10'- 0" g'- 4" a'-10" 23'- 2" 20'- 0" 18'- I" '6'- 6" 15'- 3" 14'- 4" 13'- 6" 37'- 2" 32'-10" 29'- 6" 2]'- 0" 25'- I" 23'- 6" 22'- 2" 43'- 2" 37'- g" 34'- 0" 31'- 2" 29'- 0" 27'- 2" 25'- a" 2"x4"xO,045" 2"x6"xO.064" 2"x7"xO.07a" TABLE 10: MAXIMUM SPANS fOR SCREEN ROOf' BEAMS Of ALUMINUM ALLOY 6063 T-6 1'00 AREAS SUBJECT TO ICE AND WIND LOAD, AREAS NORTH Of' THE LATITUDE Of' JACKSONVILLE, fLORID A fOR SPAN "L" Of' BEAM; USE SCREEN PANEL WIDTH "w" fROM DRAWING. EXAMPLE; SCREEN PANEL WIDTH "w"= 4'; MAXIMUM "L" fOR A 2"x 4"x 0.044"x 0.12" 5MB= 16'- I" WIDTH "w" 3' 4' 5' 6' 7' 8' g' ONE PIECE EXTRUSIONS FOR PURUNS lie BRACING 2"x 2"xO.044"xO,12" 6'-"" 6'- 0" 5'- 5" 4'-"" 4'- 6" 4'- 3" 4'- 0" 2"x 2"x 0,093" OR 2"x 3"x 0.050" ExT 9'- 9" a'- S" 7'- 6" 6'-1'" 6'- 4" 5'-11" 5'-]" EXTRUSION AND SELF MATING BEAM SPANS 2"x 3"x 0,050" EXT ,,'- a" 10'- I" g'- I" a'- 3" 7'- a" ]'- 2" 6'- g" 2"x4"xO.044"xO,120" S.M.B. 1a'- 6" 16'-'" 14'- 6" 13'- 3" 12'- 3" ,,'- 6" 10'-"" 2"xS"xO,05O"xO.' 20" S.M.B. 22'-"" '9'- I" ,7'-," '5'- a" 14'- 6" '3'- 7" '2'- g" 2"x6"xO.OSO"xO.120" S.M.B. 2S'- g" 22'- S" 20'- 0" la'- 4" 1]'- 0" 1S'-,," 1S'-'" 2" x]" xO. OSo" xO. , 20" S. M, B, 2a'- 3" 24'- 7" 22'- 0" 20'- 7" 1a'- a" 1]'- 6" 16'- 6" 2"xa"xO.070"xO.224" S.M.B. 38'- 2" 33'- 3" 29'-"" 2]'- 4" 25'- 4" 23'- g" 22'- 5" 2"x9"xO,070"xO.224" S.M.B. 4"- 5" 36'-'" 32'- 5" 29'- 7" 27'- 6" 25'- 9" 24'- 3" 2"x9"xO.070"xO.310" S.M.B. 4S'-"" 40'- 0" 3S'- 5" 32'-"" 30'- 6" 2a'- 6" 2a'- 6" SNAP EXTRUSIONS BEAM SPANS 2"x2"xO.044" a'- 0" 6'-1'" 6'- 2" 5'- a" 5'- 3" 4'-"" 4'- 7" 2"x3"xO.045" '0'- 6" g'- I" a'- 1" ]'- 5" 6'-'0" 6'- 5" 6'- I" 2"x4"xO.04S" '7'- a" '5'- 4" 13'- g" 12'- 7" ,,'- a" 10'-"" 10'- 4" 2"x6"xO.064" 25'- a" 22'- 5" 20'- I" 18'- 4" 1]'- 0" 15'-"" 15'- 5" rx]"xo.07a" 29'-"" 26'- 0" 23'- 4" 21'- 4" 19'- g" la'- 6" 1]'- g" ABOVE SPANS DO NOT INCLUDE LENGTH Of' KNEE BRACE. ADD HORIZONTAL LENGTH Of' KNEE BRACE TO ABOVE SPANS FOR TOTAL BEAM SPAN PURUN SPACiNG SHALL NOT EXCEED 6'- a" (40x WEB THICKNESS). FOR BEAM SPANS GREATER THAN 40' THE BEAM O. THE CENTER PURUN AND ONE PURUN fOR EACH 10' ON EACH SIDE Of THE CENTER PURUN SHALL INCLUDE LATERAL BRACING. (48' SPAN w/ PURUNS 0 6' D.C, THE CENTER PURUN AND 2 PURUNS EACH SIDE Of' THE CENTER NEED LATERAL BRACING) TABLE 2: MAXIMUM UPRIGHT LENGTH FOR SCREEN WALL MEMBERS ALUMINUM ALLOY 6063 T-6 USiNG SCREEN PANEL WIDTH "w"; SELECT UPRIGHT LENGni "H" EXAMPLE; SCREEN PANEL WlDni "w"=4'; MAXIMUM "H" fOR A 2'x4"xO.044"xO, '2" 5MB = '1'-9" MAXIMUM LENGni "K" WIDTH "w" 3' 4' 5' 6' ]' 8' g' ONE PIECE EXTRUSIONS fOR UPRIGHTS lie CHAIR RAILS 2"x 2"xO,Q44"x0.12" ]'-]" 6'- 6" 5'- 9" 5'- 3" 4'-"" 4'- 7" 4'- 4" 2"1( 2"x 0.093" OR 2"1( 3"x 0.050" EXT 10'- 6" 9'- 1" 8'- 1" ]'- ':J" 6'-10" 6'- 5" 6'- 0" SELf' MATING BEAMS 2"x 2"x O,093" OR 2"1( 3"1( 0.050" EXT '3'- 0" 11'- 3" 10'- 0" g'- 2" 8'- 6" ]'-,," ]'- 6" 2"1(4"xO,044"xO.' 20" 20'- 6" 1]'- g" 15'-1'" 14'- 6" 13'- 5" 12'- 6" "'-10" 2"x5"xO,050"xO,120" 25'- 2" 20'-10" la'-10" 1]'- c" 16'- 4" 14'- 5" 13'- g" 2"x6"xO.050"xO.120" 2a'- 6" 24'- a" 22'- I" 20'- 2" la'- a" 1]'- 5" 16'- 5" 2"x]"xO,050"xO.120" 31'- 2" 2]'- I" 24'- 3" 22'- I" 20'- 6" 19'- 2" la'- 1" 2"x8"xO.070"xO. 224" 42'- 5" 36'- 8" 32'- 1" 30'- 0" 2]'- 9" 25'-"" 24'- 5" 2"x9"xO.0]D"xO,224 " 45'-1'" 39'-10" 35'-]" 32'- 6" .30'-,," 2a'- 2" 26'- 6" 2"x9"xO.0]0"xO.310" 51'- 0" 44'- 2" 39'- 6" 36'- 0" 33'- 4" 31'- 3" 29'- 5" SNAP EXTRUSIONS 2"x2"xO.044" a'- 7" ]'- 5" 6'- a" 6'-'" 5'-]" 5'- 3" 5'-"" 2"x3"xO.045" ,,'- 5" 9'-10" 8'-10" 8'- 0" ]'- 5" 6'-"" 6'-]" \7'- 5" '5'-'" 13'- 6" '2'- 3" ,,'- 4" 10'- a" 10'- 0" 2a'- 6" 24'- a" 22'-'" 20'- 2" 18'- a" ,]'- 5" 16'- 5" 33'- 1" 2a'- a" 25'- a" 23'- 5" 21'- a" 20'- 3" 19'- I" 2"x4"xO,045" 2"x6"xO.064 " 2" x 7" xO. 07a" ABOVE HEIGHTS DO NOT INCLUDE LENGni Of KNEE BRACE, ADD VERTICAL LENGTH Of' KNEE BRACE TO ABOVE HEIGHTS fOR TOTAL UPRIGHT HEIGHT. ,,' TABLE 3: MINIMUM 1 SCREWS fOR CONNECTiNG ROOf' BEAMS TO WALL UPRIGHTS ALUMINUM AllOY 6063 T-6 BEAf.l SIZE UPRIGHT SIZE(MIN} MIN, 1 lie LGni Of' SCREWS REOUIRED. 2"x 3" 2"x 3" 4 1 lax 1/2" DOUBLE SHEAR 2"x 4" 2"x 3" 5 1 lax 1/2" DOUBLE SHEAR 2"x 5" 2"x 3" 6 1 lax 1/2" DOUBLE SHEAR 2"x 6" 2"x 4" a 1 lOx 1/2" DOUBLE SHEAR 2"x ]" 2"x 4" '2 1 lOx 1/2" DOUBLE SHEAR 2"x 8" 2"x 5" 14 1 lax 1/2" DOUBLE SHEAR 2"1( 9" 2"x 5" '6 1 lOx 1/2" DOUBLE SHEAR · REFERS TO EACH SIDE Of' THE CONNECTiON Of' THE BEAM AND UPRIGHT TABLE 4: MINIMUM SIZES Of' SCREEN ENCLOSURE KNEE BRACES AND ANCHORING REOUIREDj ..ALUMINUM ALLOY 6063 T - 6 BRACE LGTH EXTRUSION ANCHORING SYSTEM 0'- 2';- 0"" 2"~ 2"x 0.044" 2" H-CHANNEL W/ 31 lOx 1/2" EA. SIDE TO- 3 - 0 2 x 3"x 0,050" 2" H-CHANNEL w/ 31 101( 1/2" EA. SIDE TO- 4'- 6" 2"x 4"x O.044"x 0,12" NOTCH 5MB OVER BEAM AND UPRIGHT. SEE TABLE 3 fOR 1 AND SIZE Of' SCREWS NOTE: fOR REQUIRED KNEE BRACES GREATER THAN 4'- 6" CALL ENGINEER fOR SPECIfiCATiONS AND DETAILS BRACE LENGTH REfERS TO HORIZONTAL AND VERTICAL LENGni, NOT niE ANGlE LENGTH. TABLE 6. ALLOWABLE LOADS ON SCREWS &: BOlTS AS RECOMMENDED BY MANUFACTURERS SELf' TAPPING lie MACHINE SCREWS ALLOWABLE LOADS TENSILE STRENGTH 5S,000 psi; SHEAR 24,000 psi SINGlE SHEAR Ibs DOUBLE SHEAR Ibs 334 668 41a a36 576 1,'52 ]34 1,468 76' ',522 1,253 2.506 1.855 3,710 WOOD LAG SCREW LOADS USING SOUTHERN PINE S.G., 0,55 OR EOUIVllANT 1-1/2" EMBEDMENT WOOD EMBEDDED INTO MUST BE ^ MINIMUM Of' 1 -1/2" THICKNESS 1 SCREW LATERAL SHEAR LATERAL SHEAR/ METAL PLATES WITHDRAWAL Ibs Ibs Ibs 1/4" ']0 235 396 5/16" 210 355 624 3/a" 240 4ao ]12 CONCRETE SCREWS lie BOlTS IN CONCRETE EMBEDMENT MUST BE A MINIMUM Of' 1-1/2" THICKNESS w/ 1-'/4" fROM EDGE SCREW DIA. 2,0001 CONCRETE 3,0001 CONCRETE TENSION SHEAR TENSION SHEAR ~s ~s ~s I~ ]57 319 825 352 1.057 a1a ',184 898 1,443 1,443 1,776 1,503 1 SCREW 8 10 '2 14 1/4" 5/16" 3/B" 1/4" 5/16" 3/a" WlniORAWAL Ibs 16] 209 28a 367 380 626 92B JOB NAME: ADDRESS: DRAWING FOR ONE PERMIT ONLY Iii :!! ~@ n III 0 ~~ i.... oj!: ~~ ~~ ilI~ ~5 1Il~ ~~ ~... ~~ .: " "'0 ~ ~~ III -<Ill C Q9 .., i 89,., ~ t1 .o'\' ~ ~ gi~ 8 ~ ~~~ ~ ~~ u:1B :5 1-'" 9h III .3~ ~1Il-~~ ~ ~a .. ~ ~tj ili5 ~ ~~ j3~ ;'\ ~~ :n~~ ~ IL 01 01 <Xl o o 111 111 I NIO li3g ~g en ~~~?J. ,3 I") IONf'. f'. 10.... <Xl ~~~~r!.76 :~.~ ~~gg oO'tG:(5.........aJl J <Xl en.... I ~ E- ~ ~'-'g ~ is J:(I)~..'-'Oc: . ..g ~ x ~ ,Q ~~~if~~~ ~ ~ fJ) lAJ 0: :> fJ) o ...J o Z lAJ Z lAJ lAJ 0: o fJ) @3 Of ~ CABLE BRACE · SEE DETAIL 18. MIN. - 42. MAX. K-BRACING WHEN REQUIRED BY LOCAL ORDINANCE SEE DETAiL 1. x 2. OPEN BACK SlOE WALL VIEW - SCREEN ENCLOSURES FLAT ROOF .. ~ ~ DETAIL A POST CONC. E CHAIR RAIL 1/4.' x 1-1/4. EMB. EXP. BOL T OTl-lERS SPACED 0 24" D.C. POST K-BRACING CABLE BRACE. SEE DETAIL 1" x 2" OPEN BACK K-BRACING WHEN REQUIRED BY LOCAL ORDINANCE SEE DETAIL SlOE WALL VIEW - SCREEN ENCLOSURES GABLE OR DIAGONAL ROOF FOR MANSARD Roor USE 2"x2"xO.044" PE W/ 2-1/4"' Tl-lRU BOlTS 0 EACH END DIAGONAL BRACING ADJACENT TO CORNER REQUIRED AT EACH END Of FRONT WALL FOR MANSARD Roor SEE DETAIL A 2" x 3" SS OR CE FRONT WALL POST SPACING AND BEAM SPAN oil ~@;o ~ au ~~ '" ~I ~'" ~ a10 u~ ..,:i ilId 89.., ; lj ...... COO ~ I'JI gj2 :5 '" o~ - 8 Dl 3il!! ~I~ ~ ~~ ~I!! 8 9 l!!.:. :lI~ ~ ~ ~ h i~ ai!oll!! ~ ~a a ~ ~ ",lj 8il! i~g ~ :5~ ~~ !~~ ~ ~~ ...... ,,,!If 51 G", ~~ -" N rl 2"x3" S.S OR C,E. EA \IE RAIL CABLE BRACE . SEE DETAIL 18" MIN. - 42. MAX. K-BRACING WHEN REQUIRED BY 1" x 2" OPEN BACK LOCAL ORDINANCE SEE DETAIL SlOE WALL VIEW - SCREEN ENCLOSURES MANSARD ROOF · NOTE: K-BRACE OR CABLE BRACE NOT REQUIRED WHEN END POST is FIRMLY ATTACHED TO AN EXISTING STRUCTURE to o o 10 10 d.o ~8 tOo 100> OJ ~~;;;7":' 8 "'IONf'o. f'o.lOVtO ,.' ~ to 0 to I .., I ::::g,'2f'o.~6g ~~.9-;"f'~~ ~cou....g-;"l- E-g~'-'"g..-g J:co.a~~:Q5 0qi~~.Q:g ~Cl...JCl.u.u.Z BEAM PER TABLE - SEE DETAIL '2 ~ ALU"'::" SEE SHEET,2 4'-0" MA POST PER SCHEDULE W ..J !D < I- W w III III w ii: ;; SEE DETAIL '4 2"x___ 5MB (/) W 0:: ::> (/) o ...J o Z w z w W 0:: o (/) SEE DETAIL '4 2" 5MB SEE TABLE NOTE: ALWAYS Tl-lE SAME SIZE <.;) Z f= III X w SEE DE TAIL 17 % FLAT ROOF / DOME OR GABLE BEAM CONFlGURAllON A L I: IA NAL RA IN AN IN S H UL USE FRONT WALL WIDTH WHEN DETERMINING NUMBER or SMS FOR Tl-lE SIDE WALL K-BRACING USE SIDE WALL WIDTH WHEN DETERMINING NUMBER Of SMS FOR THE FRONT AND OR BACK WALL K BRACING MAXIMUM WALL NUMBER OF 10 x .3 4 SMS REQUIRED WIDTH - ABC 0 E 20 -0 2 2 4 2 2 30 -0 2 2 4 2 2 40 -0 .3 4 6 2 2 ~ 0 458 .3 .3 60 -0 6 7 12 .3 .3 - MAXIMUM FRONT WALL HEIGHT 10-0 ~~ fl..J~ . ! 0 ~~ .... ~ 'r 1!3~ ~t;~ 0........ ~ !t~! l::l ;I ~e.}(! ~ .~ t:l~ ~~3~~ ~~~~~ ..J < w VI JOB NAME: ADDRESS: ~ DRAWING FOR ONE PERMIT ONLY or ~