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HomeMy WebLinkAbout96-5512 BUILDING PERMIT- CITY OF ZEPHYRHILLS Permit N! (813) 788-6611 1~5512 L3 Date I-/J-~b ~~ P.aperty Owne' iltA-l~A~ff Job Address: ..y: ~ Parcell.D. # /y-d.-b - d-/ - o.;l ? 0 - 0 8CJC7 D - {)...S',Fo ELECTRICAL PLUMBING MECHANICAL Sewer Conn Watl~r Conn: Water Meter: T.I.F.'s: Zoning: ~. En:zV Code: Description of Work _ ~ - ~ c~ '" Radon Gas: FINAL L. NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. Inspector :~~~~:;:e ~ Company Address Telephone# ~ Valuation or Contract Price ~S---z; ~ c.FD City License Registration # R:3 State Certified License# {k1l {I~~ BUILDING ELECTRICAL PLUMBING MECHANICAL - Breakers Ducts Insl. Compressor Final SLB Tub Set Water Sewer Final Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter '11t>'~ lJQ~nal Ftr. Pre SLB Lintel FRM. Insul. CL WL Driveway 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. APPLXCAnON FOR PIBKIT CITY OF ZEPIIYBBTll ~ BUD.DUG DEPARTKEN'.f ~;~'li/15 OWNER'S twm (;'€O(<6rE- S'rJSAKA OWER'S ADDUSS ~r:-yq/..f?/~ t!iJ/lK.r~1f., sr. JOB ADDRESS ~\JtffmE. ' LEGAL DESCIUl"fiOH,: LOT(S) BLOCK SUBDIVJ:SION PARCEL I.D.t /'I-~ ...c2J-t''!:)\70 - tJt>~ - a:JPn . (OBTAIN FROM PROP~'J'YT~ ~91'ICln WORK PROPOSED: ~ew' Coaatwctioll --..AdditiOll ~teration Repair ~~tall PHONE ltP':;-c2~7~ ~ Sian ~ve --->>e.olish PlWPQSED USE: VSiDale 'F~ , " ,',., ,--Jill" _' of Units' --Ji/B ....' : t :''!\ _eo-erci.U" , , I 1'0 ' _lDduat. Swia~ Pool ':-"OtJ;1er Reataur8ILt II Bea1th Departaent Approval DESCRIPT [011 OF WOU:, oSLfl.tt . '" , "/J-1I 0 BUD.DING SIZE: :x ',;)'J~ Square Feet, ?,.o '7 Heipt , ,..'" , ,'..,.: , ( RESJ:DEliTlAL: ATrACII . (2) PLOT .l'LAIIS II (2) SETS OF BUD.DING P!.AHS & (1) SET UERGY ,FomIS. COHKERCJ:U.: ArrACU (3) SETS OF BUlLDUG PLANS & (1) SET ElIERGY foaKS. ., , P~P~~~~,: B,BQWJW) . FOIl ALL ,HEW COIISTIWCTION..' , t:., " '~'. _BUD.l>ING , , . I ,,-', .,) 'f.) P~~S ~O~TIID $~ c!rtJ. 00 ValuatiOa' of Total CoDS~ruction " , ' R1 RCtRICAL ~.Service -<'T ,'" ".'.; , Florida Pow~r ,Corp. W.R.E.C. ~C8WCAL --PLUKRDlG $ Valuat10ll of tf.ecbacUc.I. lu&1:allation ROOFDlG SPECIALTY TYPB 91" l::;QIISTJWCnQN: .. . Rl~, --J~ , s~.J. Other "'. ; .;.;'"._ ;i', ;. l'DiISBED n.ooa BLBVATIQIiS: "' w,' ; ,: ISPJWJECr U ,fLOOD ZONE .AlBAT . - 'I < . ~ ',\ .~.':.' . \ ':'1:/:' YES NO ,'! .........***......*...*..***.*****.**..*** .~,1 . , .. , " . . ,t .' ' . . . \ " ;,\ j_ ,i~"""~: " I J. - ~ ,1".. ;_ . ." . ,.: ~. . '\ ",,I .'; , CONTRACTOR SECTION . I';:. ,:.0 'i -,';", .i\ ';', Sisnatur~:ll ,.,..~n": oA:" ,'~,t.;;:: .. a>>m ' </lcE State Cut. or aeg1&t~ I. City License Regi&tration . **************..************************** Bun.DRR RLRCTRIC'(.AI. ;,...,..~, CoHPAHY . State Cert. or Regist. I. City License Registration' ****.****..,.**..***************.********* Si aruttur.~ PLUMBER.. H . -'1l' ,}: ,;:.'~' . j" ,: ,:. '.~ ::.. ~ ." .j, " : ~,p . " , : . COHPAHY ' State Cert.or Resiat. I. City Licenae Registration . ,***....****************.*********~.....**..***** ..~. ' SigDatur~~ .:I.:. j.., . ! .~; \-,:) ": l HECHAHICJI.L '". ;.... , COHPAHY State Cert. or Regist. I. City Licenae Registration . *~**~~***~~*..******************.*.**.**** ~ t,.' . , tl ...' I. ". .J ~ SigDaturo OTRF.R ****** COKPAHY State Cert. or Regiat. . City Liceaae Beaistration I. -******************************* ~. .. ,) ::,:: . J '. Si8Qaturlll APPLlCATlON APPllOVED BY PERKIT OFFICER. .', .......'., . . B. UNLICENSED CONTRACToRS AND CONTRACTOR RESPONSIBILITIES ,.' . ' ' . ' If the -1MIel' baa bired .. COIltracton>>tCOlltractorsto WIdertaU work, they la' be required toH Hewed 'la'iCCOidiDce ~itJa atate ilJ1d local regIIlaUQD,I., ;,U the c:oatnctoria DOt licwecJII reQuir8lJ by 1&1, llotJa the' ~ aDd CQIltfiew uy.be cited fllr a Jisc1eleaDor violauOD UDder atate liM.. If the owner or iDteocled COIltractor are"iinCUtaiD, a8 to ~t' !icODIug . ' requireJIeDta lar apply for ~iIlteDdec1 tlPIk, ther are advised to contact, the Cit! of Zephrr"l18 BuildiDg De~tf (~13.l 188-66ll.. ... ',....',.. ", ..,'i".')'.... ---. ,.' .' . ..'"..'""'...."". t.," Furtbenore, . if tbeoar baa bire4" it' 'contractor or contractora, b~ il a4viled to baye the contractor(l) iign' pOrt!ooe qf the ' 'Contnctor SectioDa' ofW.a app1i,"t!OD flllwch . tiler tlill be ree...ible. If p, II the owner aigu ill .~ ~tf~tpr, you are iDdicatiDg tbit, JOll, rather: thaa tIw COIltractor, are rupouible for the IIOfk. If the CQDtractor "iUeayou . to I aign as contractor that lay. be ~,iDdicatiOD tbit, he iaDOt properly liceoaed and is DOt entitled to peraittiDg priviJeg~~. tlle, Cl'ty of '..nhvrbil18 ','.' . ,l'.j'~.'" I,' ".. " ,.... , "';' '. ,),,,L,,,..,'..,...,.,.,..,, tftiiitNI,. . .... ."~. - . I " " .' .', '., ' ~< .-<:;~'..:. ,. c. ,tRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES . , D. CONSTRUCTIOHLIEN LAW . (CHAPTER 713, FLORIDA STATUTES,'AS'AHPP~l, . I certify that I~ tJaeapp1iCillt, JilVl beeD provided ,itJa a COP! of Iflorida's CoDatruction Lien Law - lIoIeolaler'''.:pf1)~tiOD Guide' preparecl by tbe'loridaDepjd:lentoflgricu1ture aDd CoDau.er Affair.. Iftbe appllCillt i. ~ ,other ~tbe 'ower', 1 certify tbitl, Jilve:obtiiDed I c:op.y of the above c1eacribecl CIocuIeIlt aDdprolia. in good faith to deliver' it to tN .oww. prior to ~C~~Dt., ,:':>. ". " ,'.>.", ',;. . E. !=ON'l'RACTOR I S IOWNER ' S AFFIDAVIT . , . I certify tbit all tJae'iDfOQatiDlijQ~.applicatioaia accurate aDd tllat all wrtwill be doDe'iIl'COIpliaDCeWUb'ill applit~ble 1_ regIIlatiDg CODItnetlpo, JQDiDg; ,aDd:laDd c1e'~J*Ilt. , ,..,. . , ~ ': ,.,', :")~ci'1".,~~\t.."..l....',;.'...::..,~,...~,.{.t!.J :t" . ., "," '.. I' ,.' '."'.".'~.","'. . " . lpplit:ation 18huebr _to'ob~",perJlt to.do~~k aQd iIlatallation aI.iD4icated.l~fY that DO wort or ," ", . iDataUatioo baa ~ced.pti~~,;~..;ofil~PeiJi~..aod ~t .,.llfOl'k"i:ll~ perfOBed to Ie8tatilldarda of~ ~~a' regubUng CODItrucUGIli' City _,'~.'r;egIJlip.ona; 'aDdlilll1 c1eveloplJlllllt, .f891UaUOAI' jJl the judadicUoa. I also """". certU, that I WIc1eratall4 that the regu1atiODs of,otber gGJ8IJIIl8Ilta1 ageociu liiy apply to 'the 1Iquded al, aDd that it is If ref;ponaibilitr to identify Idlat aetiOaa I ~t take to be 'ia CUlPlianee. Such igenciea include but are DOt liaited to: t DepClrtJent of EnvirODlellta1 Regulation- Cypre&8 Btyheada,'IIeUiDd Areas iIIl1 En,uODIIlIltally'Sensitive LiDda, . , , ,': " , " ~ter/Mlltmter !teatleAt . " ", . t Sout~"eat 'lorida Mater IlanageMDt. Diatrict . - Wel1s,Cypriaa Baybea4a, "etliUld Areas, .11terillg Matercourau t lnJ~ Corp. of Bnqineera - _al18~ Docka, 'avl~able Vatenla,s , ' '. t DePiIJ:tllent of Health' Rehabilitative SeniC88,'lnvirODll8lltal Health Unit - Mella, IIasteMa.b!rfreatleDt, Septic tanka ' t us Iinvirouenta1 Protection Agency - Aabeatoa abatellent '" . . I alII) certify that,':U 'f1Ulaterialia to be uaecl ill flood IoDe-Alor IA,.te.I, it ia u.oc1erstoocl that a draiDage plaA ' addrel~ing a 'CQlpelllatiDg voluel "ill be aublitted wch is prepared by a profeaaiollal engineer registered 11 the' State of, PIOrillil: prior to pegitiaauanee.::_..:",c"'" ,:, " ';"",., .' ~"",. ., " ..., , A WI_it iaaued &ball be c:oaatne4 to ~ aliceo&e to proceed vitia the IIOrt aDd DOt is authority to violate,' caacel alter, or let aliide auy proviaiona of the tec:bD1ca1 coclea, nor aIIall iaauaoce of a ~t prevent the BuilcliDg Official frOl _eafter requ1:cing it c:oaecticJQtlfemra i,ap1i1l8, COIlItructiClD, or,iolationa of iBycgde.,Iv8lJ pmitiaaued tbal! ~ ,iIlYalid unless the IIC)rk authorla,lby ,Iuda penit 18 ....nce4 tlitbiD au IODthe of iaa\lillCt, or if:,WlCt authoriled by the perJit' ia auspetUled or ._ed for 'it period' ofaiJ IOIIthe after tbetile the at ia "OMeqee4~ " ~ 90 day eatenaion of tiw, .Y H allowla(1 for the perI1~ nth fN_" of t15.00.!be llteDaion shall be requeated ill writing to the BuilcUng Official. An appro'wlld iDapectiou at _logged 'during eacb.~..atIa' perioc), 'or the project tlill.be coD81derecl alIf.ecl. WIUI~(i 10 0IIUIl: .' YOUR ,muu IOUCOID A_ICl Of aJtHIICIIIKI! HAY USUL' 11 YQUI PBUG !lUCK fOIl IHPIlOViItDrS 10 YOUR PiOPillnf. ur YOU QrIlD to OB'IW 'UAlClJIG, COMSUL' eMUH YOIIIl LBIIDIIl OR 1II1noR11KY BiP08B UCOBDIJIG YOOI JlOfICI 01 , COHKil~(:KIUI.,: ~OM:,~'.,z,SOOll:yALUl.IlOIOI,IQD,1O BICORD lHD POS' I '.OIlCl OF COIlWfClDCKft.. ..,../JtJ/J"~'~'l),:;~:.~';.:<;." ..,,'." . , ',/}:~7 ~" , " __ /~~"..,;., ""''''h~~ SlGIlJI'tUBI:, OMIIIl.oa .AGBH! SlGllltURI: COIfJlAC!01l ',,:: i;J. " ~,. ~..~~i. ,.,' ?...,t. . Sllfl OF 'LOI1Dl",-.-" ,',; ""f,"'" ' COUIft OF PitS eo The foregoing .~t,rumeDt,...wa, ac~owledged befQ're. me J;h~,~.; tl~(:U(f>ie 11~ :1,9 .1/5' by , ----A L {5i!Zj2,/'" · . S I /iJi-:5 'I.~.., .', i~,' .'.... , who is personally kaown to .e 8~ H~.. k.. p.I..H 1 ~j ~ as j,'eDtif''''. ' ilDd,,~ ':".'./d1,4 ~t ta.k!PoaJ:4.'.".,.,.'~:-'. ('/.):;,,:, < ". . (Sf9fft.~"'~,'.:\dt:.;;;;:[ ',' .'. .'" --1{AIJJL~~^j.. J.-eJ<1IJ~AI (Hule Typed, Pf:iD~ed, or ,stamped) HO'l'JU;rt PUBLIC ......,_.'.., , ' . . , . ~_ I,. . .. SUfi OF FLORIDA /) , coum OP r'As e. 0 . The foregoing iDstl'WD8Dt was acknowledged before me this~Cl.::IYAi!2.'n /3, 19f5 by II i-Biikr.' SIU it .s' who is personally moWD to me - 1 . iIJ,L_ l__ ' '. 2 '.1- · · , , r . l_H.Ii':_.lhn and who ..../did not ,take an..~.O..~'~ (Signature) " (/ . 'KATJ.ILL-~ V:'~R()wA1 (Name 'l'yped, Pr4&ted ,or Stuped) , NO'l'ARY PUBLIC ""V'1l ~..,&'#~~,. . ~THLEEN J BROWN *. *' :'My Comhll$.olon CC449029 ' !:xpires Apt. 02, 1999 ~J: ~.. Bonded by NFNU # 0, ,\.Of; 800-224-6388 ~.."V I'll#. .<I>~~.-.. *XiiJf* ....~ ,'0" "'" on\.O~ KATHLEEN J BROWN My Comml..lon CC449029 Expires Apt. 02. 1999 Bonded by NFNU 800.224-6388 38545 Palm Grove Drive Zephyrhllls. Florida 33540 ACE ALUMINUM Job No. Phone: (813) 782-2816 \..-. SOLD TO ~&J2.- ADDRIESsLor- 9 1f'7/~ Cf-//I,er'GR- SHIPTO ZIZP1-lY~ H I"L. s Fl. DATE /~ "'/2.. - q S PHONE 71";;). - .;2;). 7 '" . '0." s; 7 I d j S'f/ '-' - -... /1 X ~! ~l'7rlO -q)( 9 F-hYYr tP/lrc - _#-J\R co"; c R....L:r4. S'i.-I'r'-3 -" _. -, -- _. --. -, -, -,,~ -,.- -- -" -,.. -.- -- -.. PERMIT PRICE TAX The undersigned agrees to pay TOTAL PRICE ...PSO. DO INSTALLERS IN FUll ON COMPl IION DEPOSIT L dtlll: - Rep. BALANCE C.O.D. ~--- ~_---:> ;:0 '" ~ ~ .~,_._- C:> ~ "- V) ~ ~ (j\ I.J ,... .~ ~ '"'" ........ tl\ ~ 1 CJ i I lOf .. ~I t': oqi - I ~I L (:) - ..q lI\ ~, ~i~ L P ~ I c.c., I..J ~ ~~ ~~tv ~ ~ 1J~ ~ fl\ ~ ~ ~ ~~~~ . ,.... \I' ,s~ ~ b ~ 'C ':j d' ~~t;lI\ "'u' 'b~ "'V...:::~ '\- -I ~~~? ~~ ~ t' V\~ I~ Q('\ ~ l:. h ~ ~ .,. ~.,_..... - '=l ... ~ ...,., " ~ ~ ~ 1 I ' 9J )< ~""" lli ~ r-....... ~ J' ~'1 'btQ ~~ tt\} -.0 Ie. i:J~ () \.oj' ~~ ~~ ~ ~~ ~ ~C) ~ t1 "' ~ ~ q~ '\ ~ , ~ ~ ~b tl\ ~ ~ ~ t:. o ,:'1 ~ ~ 1't\ ""- ~ t;' ..... ... ..... t ~ .... r 11 ~ ~ ~ ....::: II ~~ ~~ .. <:::) W(::) "t:::l ~~ ~~ ~~ ~'" ~ ~~ 1l\ ~ ~~ RJ~ ~~ ~~ '(l~ ~C .. j.J 6' SJ<<~~qE[ENIED ENClOSU~[ES: SCREEN I VINVL WALLS AND SOliD COVER TABLE 1 : MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 3105 H-14 OR H-25 ALLOY WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS O.H. CONDITION NO O. H. l' 0, H. 2' O. H. 3' 0, H, 1-1/4"x_0.026" 7'- 2" 7'- 5" 8'- 2" 100 MPH W. L. --- 110 MPH W. L, 6'- 5" 6'- 8" 7'- 6" --- 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 " --- 1-1/4"x_0.032" 8'- 5" 8'- 8" g'- 3" 100 MPH W. L. --- 110 MPH W. L. 7'- 6" 7'- g" 8'- 6" --- 120 MPH W. L. 6'-10" 7'- 1 " 7' -11" .--- 1-3/4"x_0.026" - 100 MPH W. L. 7'- 5" 7'- 7" 8'- 5" --- 110 MPH W. L, 6'- 8" 6' -11" 7'- g" --- 120 MPH W. L. 6'- 1 " 6'- 4" 7'- 3" --- 1-3/4"x_0,032" 8'- 100 MPH W. L. g" g'- 0" g'- 7" --- 110 MPH W. L. 7'-10" 8'- 1 " 8'- 9" --- 120 MPH W. L. 7'- 1 " 7'- 5" 8'- 2" --- 3"x_0.026" 100 MPH W. L. 13'~ 1 " 13'- 3" ]3'- 8" 14'- 5" 110 MPH W. L, 11'- 9" 11'-11" 12'- 5" ]3'-- 2" 120 MPH W. L. 10'- 8" 10'-11" 11'- 5" 12' - 3" 3"x_0.032" 100 MPH W. L. 15'- 6" 15' - 8" 16'- 0" 16'- 7" 110 MPH W. L. 13'-10" 14'- 0" 14'- 5" 15'- 1 " 120 MPH W. L, 12'- 8" 12'-10" 13'- 3" 14'- 4" LIVE LOAD; ALL BUILDING TYPES O,H. CONDITION NO O. H. 1 ' O. H. 2' O. H. 3' O. H, 1-1/4"x_0.026" _/ 20 #/SF L, L. 7'- 0" 7'- 3" 8'- 1 " ._-- 30 #/SF L, L. 5'- 9" 6'- 1 " 7'- 0" ._-- 1-1/4"x_0.032" 20 #/SF L, L. 8'- 3" 8'- '6" 9'- 2" --- 30 #/SF L, L. 6'- g" 7'- 0" 7'-10" --- 1-3/4"x_0.026" 20 #/SF L. L. 7'- 4" 7'- 7" 8'- 4" --- 30 #/SF L, L. 6'- 0" 6'- 4" 7' -11" ---- 1-3/4"x_0,032" 20 #/SF L. L. 8'- 7" 8'-10" 9'- 6" --- 30 #/SF L. L. 7'- 0" 7'- 4" 8'- 1 " --- 3"x_0.026" 20 #/SF L. L. 13'- 3" 13'- 4" 13'-10" 14' - 6" 30 #/SF L. L. 10'- g" 11'- 0" 11'- 6" 12' -- 4" 3"x_0.032" 20 #/SF L, L. 15'- 1 " 15'- 2" 15'- 7" 16' - 2" 30 #/SF L. L. 12'- 3" 12'- 5" 12'-11" 13' -- 8" 1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. T,~BLE GOVERNS. [b@W(f'@Ol)@@ @:o rn@Ol)Ol)@UUg l?o@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O, BOX 4369 S, DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX; (904) 767-6556 ---./' @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: :2 PAGE; 7~~2 -30- A iT ACHED ALUMINUM COVERS HOST STRUCTURE OR FASCIA / PAN OR COMPOSITE PANELS. USE CORROSION RESISTIVE SCREWS, PANS ANCHORED W/ #1 OX1 /2" @ 3/PAN INTO RECEIVING CHANNEL AND 1 #1 Ox1 /2" @ RIDGE CAP CONNECTION TO RECEIVING CHANNEL. COMPOSITE PANELS USE 1/4"x t+1/2" WITH 1/4" WASHERS SCREW THROUGH RECEIVING CHANNEL FROM TOP CAULK ALL CONNECTIONS, ...J F A;TENED DETERMINED Bf\:3[D ON CONSTRUCTION OF HOST STRUCTURE CO~i"JECTION REOUIRED (SEE DETAIL) ~ EXTRUDED OR BREAKMETAL HEADER 0,032" MIN. CONNECTION TO HOST STRUCTURE HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REOUIREMENTS FOR VARIOUS LJAD CONDITIONS LOAD CONDITIONS WIND VELOCITY LOADS DEAD + LIVE LOADS Gl_ASS ROOMS 110ST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF I. CONCRETE 1/4"x1-1/8" <::ONCRETE SCREWS @ 12" 0.C.------>2 @ ,. O,C. ? WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C.------------->2 @ 1" O,C. SCREEN, VINYL, AND CARPORTS HOST STRUCTURE 100 MPH 11 0 MPH 120 MPH 22#/SF 32#/SF 57#/SF I. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ ,. O.C. r WOOD FRAME 1/4"x2" LAG SCREWS@ 12" 0.C.---------.-->2 @ l' O.C. NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-'1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS, PLATE TO BE SAME WALL n-ICKNESS AS BEAM PLA TE CAN BE INSIDE OR OU TSIDE BEAM OR LAP CUT BU\M SPLICE SHALL BE MIN. OF d-1/2" HEIGHT AND 2(j-l/2") IN LENGTH Mli'J. SCREWS PER SPLICE TC TAL / SIDE OF SPLICE 2" x 4" 4 /1 2 2" x 5" 4 2 2" x 6" 4 I; 2 2" x 7" 6 3 2" x 8" 8 / 4 2" x 9" 10 / 5 .J SPLICE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND STAGGERED EACH SIDE OF SELF MATING BEAM d=HEIGHT OF BEAM 1" MAX. DENOTES SCREW PATTERN NOT NUMBER OF SCREWS TYPICAL BEAM SPLICE DETAIL [1@Wl]'@lJi)@@ @:c m@lJi)lJi)@UUg ~C@:c CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 .J @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PARl WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 3 PAGE: ~~~3 --46- SClfi:EEINIED ENCILOlSURES: SCREEN I VINYL '1M AILLS AND SOlUD COlVER T;\BLE 2: MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL R'OOMS AND OTHER OPEN STRUCTURES wi SOLID ROOFS 6063 T -6 ALLOY E>AMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H, , 2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'12 + 2'O,H. -, 9' LOAD WITH = g'; L,L. @ 22#/SF BEAM SPAN = 7'- 3" BLAM SIZE BEAM SPAN FOR DESIGNATED LOADS 13EAM LIVE LOAD WIND LOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH '120 MPH -..- 2')( 3"xO.050" TILT BEAM OR 2"x 3"xO.050" EXTRUSION______________________ 5' 8'- 1" 6'- 7" g'- 0" 8'- 1" 7'- 5" 6' 7'- 4" 6'- 0" 8'- 3" 7'- 4" 6'- 9" 7' 6'-10" 5'- 6" 7'- 6" 6'-10" 6'- 3" 8' 6'- 5" 5'- 2" 7'- 2" 6'- 5" 5'-10" 9' 6'- 0" 4'-11" 6'- 9" 6'- 0" 5'- 6" 10' 5'- 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2" 11' 5'- 5" 4'- 5" 6'- 1" 5'- 5" 5'- 0" 12' 5'- 2" 4'- 3" 5'-10" 5'- 2" 4'- 9" 2':( 4"x 0.050"x TILT BEAM 5' g' - 9" --81-=--O;;----10;--11';-----9;---9-;;------8~-=-11-;;-------- 6' 8'-11" 7'- 3" 10'- 0" 8'-11" 8'- 1" 7' 8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6" 8' 7'- 9" 6'- 3" 8'- 8" 7'- 9" 7'- 0" 9' EXAMPLE 7'- 3" 5'-11" 8'- 1" 7'- 3" 6'- 8" '10' 6'-11" 5'- 7" 7'- 9" 6'-11" 6'- 3" 11' 6'- 7" 5'- 4" 7'- 4" 6'- 7" 6'- 0" 12' 6'- 3" 5'- 0" 7'- 0" 6'- 3" 5'- 9" 2"1( 4"x 0.044"x 0.120" S.M.B. 5' 12'-10" 1 0-;-=--~,----1~=-4';----12'-=-1~;----1:~=-3';-------- 6' 11'- 8" g'- 6" 13'- 1" 11'- 8" 10'- 8" 7' 10'-10" 8'-10" 12'- 1" 10'-10" 9'-11" 8' 10' - 1" 8' - 3" 11'':'' 4" 1 0' - 1" 9' - 3" 9' g'- 6" 7'- 9" 10'- 8" 9'- 6" 8'- 8" '10' 9'- 1" 7'- 5" 10'- 1" 9'- 1" 8'- 3" '11' 8'- 8" 7'- 0" g'- 8" 8'- 8" 6'-10" '12' 8'- 3" 6'- 9" 9'- 3" 8'- 3" 7'- 6" 2",: 5"x 0.050"x 0.120" S.M.B. _______________________________________ 5' 15'- 2" 12'- 4" 16'-11" 15'- 2" 1,3'-10" 6' 13'-10" 11'- 3" 15'- 6" 13'-10" 12'- 8" 7' 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 8" 8' 12'- 0" g'- 9" 13'- 5" 12'- 0" 10'-11" 9' 11'- 3" 9'- 2" 12'- 8" 11'- 3" 10'- 4" '10' 10'- 8" 8'- 9" 12'- 0" 10'- 8" 9'- 9" 11' 10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4" '1 2' 9' - 9" 8' - 8" 1 0' - 1 1" 9' - g" 8' -11 " ----- ---./ l1@wU'@Oi)@@ 13c rn@Oi)Oi)@UU~ [;:> c13c CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O, BOX 4.369 S. DAYTONA, FLORIDA .3212'1-4.368 PHONE: (904) 767-4774 FAX: (904) 767-6556 ~ @ C~OPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 2 PAGE: 9~~2 -32- A.T ACHED ALUMiNUM COVERS .q- N / TOP OF GRADE N " 3"x3" FLUTED POST WRAPPED wi FELT PAPER 3/S"x3 1/2" BOLT SO LB, 2500 PSI CONCRETE PRE-MIX 3"x3" BASE j 16" ~ ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION POST IN CONCRETE Wi #4 DIA, BAR 12" LONG POURED CONCRETE I I) L...Y REFER TO TABLE 5 (PAGE 12-13) o J (y ~ L ISOLA TED FOOTING 3 1 NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION 2'-0" MIN, MIN. 2500 PSI CONC. Wi BEFORE SLOPE 6x6-10x10 W,W. MESH OR fr," 1 t FIBER MESH TYPICAL "'_~' . __ ___ _ _ _ _,-_~_.....:-_ _ "s" 1 #5 BAR CONT, +-:;-_ 1 !:~_A~_ CONT, 1 2 ~:: . - EO - - - - NOTE: FIBER MESH CONCRETE DOES NOT REQUIRED WIRE MESH FLA T SLOPE I NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING o - 2"/12" 2"/12" - 1'-10' > 1'-10' SLAB DETAILS ADDRESSING EROSION [b@wO'@[]U@@ ~c [;J@[]U[]U@QQg [;lD@:C CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @'COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E, SECTION: :3 PAGE: 5="U3 -45- SCl~EIEINlIED IENClOlSUfFtES: SCRIEEN I ViNYL WALLS AND SOlLlD COlVER -- T"""t3LE 4: MAX, ROOF AREA FOR ALUMINUM CARPORT/OPEN BUILDING POST FOR ALLOWABLE ROOF AREA USE "AREA" = S x (W/2 + O.H.) EXAMPLE: "S"= 7' , W = 12', & O.H. += 2' THUS: "AREA" = 56 SF F 05T TYPE MAX ALLOWABLE ROOF AREA IN SQUARE F~ET LIVE + DEAD LOAD WIND LOADS 55#/SF 22#/SF 100 MPH 110 MPH 120 t....l.t,X. HGT. @ MAX. LOAD IN # ~:"x 3"x 0.040" ROLL FORMED n 8'- 0" 7,200 10'- 0" 5,500 12' - 0" 4,700 ~:"x 3"x 0,060" ROLL FORMED n 8'- 6" 7,500 10'- 0" 6,000 12' - 0" 5,200 ,:,")( 3"x 0.060" SCALLOPED * 11'-10" 8,640 14'- 0" 7,330 16'- 0" 6,120 ::"x 3"x 0.90" TUBE * 11' -10" 1 2,960 14'- 0" 11,070 16'- 0" 9,180 2," x 3"x 0.125" TUBE * 13'- 3" 13,500 14'- 0" 12,000 16'- 0" 8,000 LI"x 4"x 0.125" TUBE * 15' - 9" 23,280 18' - 0" 20,712 20' - 0" 18,430 . ALLOY 6063 T-6 .. ALLOY 3105 H16 1, THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN, TABLE 5: ISOLA TED FOOTINGS tvlAXIMUM ROOF AREA IN SF FOR CARPORT POST W/ ISOLATED FOOTII\JG FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS 100 MPH 11 0 MPH 120 MPH 131 100 85 136 109 95 157 133 111 .236 201 167 245 218 145 423 376 335 FOOTING TYPE & SIZE POURED CONCRETE l'-O"X 1'-O"X 1'-0" 29 1'-4"X 1'-4"X 1'-4" 86 l'-6"X 1'-6"X 2'-0" 163 1'--.8"X 1'-8"X 2'-0" 187 1'-8"X 1'-8"X 2'-6" 275 ~'-O"X 2'-0"X 2'-0" 346 ~'-6"X 2'-6"X 2'-6" 463 F I~E-CAST SLAB wi 80# SACK-CRETE 1'--4"X 1'-4"X 2'-4" 117 327 250 213 450 343 294 360 275 235 375 300 235 432 366 306 648 554 459 675 600 400 1,164 1,034 922 21 61 116 134 196 257 331 SLAB ,--"" MPH 300 229 196 312 250 216 360 305 255 540 461 383 563 500 333 970 863 768 '----' 341 273 236 469 375 325 56 [b&1W[]"@uu@@ @:c []3@ouou@~U\J l?C@:C CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S, DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 392 333 278 540 458 382 .../' ~'COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 2 PAGE: ~~~~2 589 503 417 810 691 574 614 545 364 844 750 500 1,058 941 838 1,455 1,294 1,152 25 72 136 156 229 288 386 & BACKFILL OVER 97 -34-