The URL can be used to link to this page

Home My WebLink About95-5281 BUILDING PERMII-- CITY OF ZEPHYRHILLS Permit N! (813) 788-6611 --528~J1 Date /0 '- '1- 9s--' ~LD0 Property Owner: li~- ~;~ Job Address: t 0 ~ ../ Pamell.D.' ...j' -;){,- ;L:--~/.3 - '000 - 0 Zoning: ....bo Energy Code: Description of Work _,JJ - c..-t -^P~- ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: .. z;-.S / D Radon Gas: 0-- CJ ~ FINAL . 2--7r'1 ) DATE 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 1\ City License Registration # State Certified License# tf8 Permit Fee Signature Company Address Telephone# ~- -' Valuation or Contract Price /.5 -tfL (j - c77) Gb{) {/~. BUILDING ELECTRICAL PLUMBING MECHANICAL F"~ ~ Pre SLB tj . Lintel '/' t.-1 (1 < FRM. ---t D V Insul. CL ~;>\ \t WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final 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. APPLICAnON FOR PEIKlT CITY OP ZEPIIYBlITI.Lq. BUILDING DEPAR'l'KENT ~ ~U~-IO ~ ;10-9<'-::- OWNER' Slwm H IJ I!.K l( / $LS / f SCH fYJ Iff.ff J? / OWNER' S ,ADDUSS Lor- S- J . 10 ()J~ R.J J::) f:r E.. \.tJ It '( t) fJ.. I' JOB ADDRESS S )'/1 m IE:-. LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL I.D.t. 3- d.lo7.1/ ,..;.()/.$D.- tZI:::<<J-t!>S7o (OBTAIN FROM PROPERTY TAX ,OT1CE) PHONE 7J?:2-:)r27b DESCRIPT'IOII OF WOBK: Sfl~.j) - CI7R...PLJlZr- CPA/~,e.€TE BUILDING SIZE: 7:x It> . S-olD Square Feet.~eiaht ~IDEllTIAL: AnACB (2) PLOT'I'LABS II (2) SETS OF BUILDDlG PLANS '& (1) SET ENERGY FORMS. COHHERCIAL: AttACII (3) SITS OF BUlLDDlG PLANS {( (1) SET EllERGY FOBHS. PROPDrY SURVEY BBQUDUm POll ALL NEW CONSTRUCTION. V;U:W~~G PRRHITS REQUESTED $ J S?t),()O ValuatiOa. of Total Construction I RlRC.nu.CAL AIIP Se;rv~ce Florida Power Co~. W.R.B.C. ----lIEaI.!UiICAL $. Valuation of llecbanica1lnstallation -RUKlBDlG GAS ROOFDlG SPECIALTY . . TYPB PF COBSTJUJCnOH: ~lock, ~"!fM! _Steel. Other PIIIISIIBD FLOOIt BLBVAnOBS: FT. IS PBOJECr IH FLOOD ZOO AREA! YES NO .......................................... BIJJT.DBR CONTRACTOR SECTION mtlPAIIY /J~ ~t{,#7. J21i.r~ ~~te Li~ ~~~~~ ~.e-G7~ .......................................... -- ~ Signaturll! F.T .RCTRICl6ll CoHPABY ' State Cert. or Regist. . City License Registration' ...*...................................... S i &mil turl:!: PLUMBER COHPAIIY State Cert. or Beaist. . City License Registration f ......................................*... Sigoaturl~ HEClWlICI\J. , COKPAIIY State Cert. or Regist. . City License Registration . .......................................... Sigoaturl~ OTRF.R COHPAIIY State Cert. or Regist. . City License Registration . .............*............................ Signature APPLICAnOli APPBOVED BY PERK1T OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. IIOTICE OF DEED RESTRICTIONS !be Wuii!rligned UDderltaDcls tlaat thil perait Jilr be aubject to 'deed restrictiona' '"hieb Jilr be lO[e restrictive than Citr regulations. !he UIl4eraignec1 a&8U1e&reapoasibilitr for c:oapliaDce "ith any applicable c1eed restrictiona. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the 4*DeI baa bUecl a contractor or CODtractorl to UDdertate IIOrk, ther Iily.be required to be licensed lD accorc1aDce "ith ltate illd local regu.latiOlUl. If the COIltractor II DOt licensed II required by law, both th:e ower aDd COIltractor lily-be cited for a .iscleleaoor flolitioo UDder state la". If the ower or intended contractor areinlcertaiD as to .mat licensing requirl!lleDu Jilr apply for the inteDdecJ WPIk, they are advised to contact the City of Zepblrhilla Building Departlent, (813) 188-6611. . . FurtheIllOre, if the OIIIU!I baa bired a contractor or contractors, be II adviled to bave the contractor(a) 'aign portions of the ' 'CODtri~tor Sectiona' of thia applicatioo for 1Ibieb they will be respooaibl!!. If you, as the ower sign as the contractor, you are indicating that. JOU,ratber than the contractor, are responsible for the IOrk. If the COIltractor "iabes JOIl to sign as contractor that lilY be an imUcation that be is DOt properly licensed aDd il DOt entiUed to perlitting privileges in the City of Zephyrhilla.' . . C. TRANSPORTATION IMPACT FEES AND UTILITYCOHNBCTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS. AMENDED) I certHy that 1, the applicant, bave been provifled "ith a copy of 'Florida'a CODstruction Lien Law .. lIoIeoIaIer'a Protection Guide' prepared by the Florida Depirtlent of Agriculture and ConaUll81' Affairl. If the applicant il 8OI8OIl8 other than the 'ower', ~ certify that I have obtained a copy of the above described docuIent and prolile in good faith to deliver it, to the 'owner' prior to c.-ocrlent. . E. ~ONTRACTOR I S/OWNER I S AFFIDAVIT 1 certify that all the iQfomatioo ill this application is accurate and that all work IIill be done in. i:oIpliance "ith' all applicable 1... regulating conatruction, lOlling, and land developl8Dt. . ,.,,' ". Application il bereby lade to obtain a perlit to. do IIOrk and iDatallation as indicated. I certify that DO IIOrk or installation baa CW9ced prior to iaau4Dce of alperlit and that all work "ill be perforJed to _t atiadarda of alll.a requlating conatructiOll, City codes, IOIlingregu1ationa, and land clevelopieDt regulatiODl in the juriadictioo. 1 also ceetit! that 1 understand that the regulatiOOs of other gGVeIllleDtal agencia iiI apply to the intended work, and that it is .Y responsibility to identify .mat actiona I lUSt tale to be in COI{)liance. Sueb agencies include but are DOt lilited to: t Departlent of IDvirODleDtal Regulation - Cypress Blrbeada, Metland Areas andlnvirODleDtallr Sensitive Landa, . ' Vater/Mastewater !'reatllent t Soutbeat Florida Mater ManageElt District - Melli, Cypress Baybeada, MeUand Areas, Altering Matercourses t my COrp8 of Engineers - _alll, Docks, Ia~igable VatenaYI . t Departlent of Health , Bebabilitative Senicea. IDvuOIlIeDtal Health Unit - Melli, Vastewater Irea_t, Septic lanka t US KnvirODleDtal Protection Agency - Aaheatoa abate.ent . I allO certify that, if filllilterial is to be used in Flood lone 'A' or 'I,ete.', it il understood that a drainage plan addressing a 'COIpID8ating value' "ill be lublitted "hieb is prepared by a professiODal engineer regiltered in the State of Florida prior to pmit iaauance. . I ~it isaued sball be CODStrued to be a license to proceed "ith the MOrk and DOt as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor &ball iaauance of a peIlit prevent the Building Official frOl thereafter requiring a correctiOD of errora in plana, CODItIuctiOD, or violations of anr code. Ivery perait iaaued.aball becOIe invalid unless tbe IIOrk autborile4 by such perlit il CQNnced "ithin aillOlltbs of i88\11DC1, or if_k authoriled by the peI.it is suspended or abiOOoDecJ for a period of WlODtha after the tile the 1IOl'k is COMenced. 0Be 90 day uteDaion of We, lilY be ' allowed for the perait "ith fee charge of $15.00. !'be uteDaioo &ball be requested in "ritiDg to the Buildinq Official. An approvl!d inspectiOD lUSt be logged during eaeb WlOIlth period, or the project "ill be conaidered abBn(Ioned. VARXIJfG TO (JIJfD: YOUB FAlLURI TO BICORD A IQ!'ICE 0' aJllllllClNBlllllAY RBSUL! II YOOI PIYIHG !VICE roa IMPBOVDII!S TO YOOI PROPIR'rY. IF YOU mIlD ro ,OB!'W FWlCIJIG, COISUL! VIi'll YOUR LBIIDIIl OR 1II1noBDYBBFORI RICOBDDfG YOUR IOI'ICE 0' . COIHBJIOlHBII!.J08S UIOIR' $2,500 11 VlLUB DO 101' DID ro ucoao &lID POS! I 'IOI'ICI OF aJlHlllCIIIBJt'I. _~I SIGlUl!UJfI: 0MIIIl OR lGBlft' ~. SIGIA : COlI -- S!A!I 0' PLORlDA COOIlIY OF _PA-se i\ The foregoing ~rument was acknowledged before me this Io-L 2., 19 q S by /f'J_13~T : -S/MNS wh~ is oerRnnally known to me~ or who has 'prOduced d wbo did/did DOt as identifica~ did/did DOt . ~ take an OlJth. ...Jp ~ ~ J / z...u~- (Signature) () nTH I JSF: J. ) J: --.R R ou.J ,j (Name Typed, Printed or Stamped) NOTARY PUBLIC SU!i OF FLOaIDA coum OP PAs c.:TJ The f'oregoing instI'WIent was acknowledged befol'a methislP{~ 2, 19-Z,5by ---.A J.-13 c:R J oS I i4M':S who i.s personally known to .e or who has produced as i~entification take an oath. ",..,,~ 'II~' .t.n~ ~.: ""E OF ,..o~ I<A THl..EEN J BROWN My Com...INIon 00449029 ~Apr. 02. '999 Bonded by NFNU ' 800-224-8368 "'....~ '11,,- ~~l~ ~W: ""E OF ,..0"" KATHLEEN J BROWN My CommInlon CC449llfi Expires Apr. 02. 1999 Bonded by NFNU 800.224-6368 38646 Palm Grove Drive Zephvrhllll. Florida 33640 ACE ALUMINUM Job No. Phone: (813) 782.2818 L SOLD TO ~~~ ADDRESslt>r-5'/ c,tJ/~ If)Da-~ wAY' LJI2-. SHIP 1"0 2E r #' VR II) L-L.S" F/. ..?..? b L/ J DATE 9 -;:) 7~ 9s- PHONE 7?,;J.. -:2.;). 71- .. .. ---/. . 7f 7 ^)O ..s:-/-r F ~ ~'xJ) '€o op- t:) /. (' JIll:. D , .~ ,?")( J 7. CA-K-F6 iL---r- , . - , - - - , - . , . , . . - - - - - . - .. . ., .. PERMIT PRICE, TAX The undersigned agrees to pay TOTAL PRICE /S'PtJ,OO INSTAllERS IN FUll ON COMPLETION DEPOSIT ;f~--/ If/d. r Ultomers Siaf\ature BAlANCE C.O.D. - J.Q -A. G L,. ~ - ------ -- +- - - - --~----._---_. -.. - ------ -- -.---- SlTK "I.AN ,(Il!SlDJ!NTJJJ, usa OHLY~ l'AIlCl':l. I.U. ...3 -'''1:\' .' . ~ c:Jb. 'l'Wll 1'110 1'I~lIn' 111:.ASlJut:J11::trr c2/ t)/.Jo ILNti suuu /p Y./t!';r /tlo -x /ht>, [;'~. '_" L'Ot.?t:9~ UL.Ot.:I~ J1AIU(~/4:.~s/$. Jd 1 drAw!lIlB:.e ahall bo dc."n &:0 uc::o\lu for ~c)j)r}/rr~~ l:lHlill':In' ll~llll!nS I wn: .11 parcol. or lot. f1vQ acroa or lQ~a, ~ '" . 1.10 '. .\ . ." /~ ~~ ~~ ~;( J ~ ,.1',' -}o"-l.JB t>S/e) L.UT ~o~. J( }.J~e I 9 - :J7-9S' ,. . ..,' SIIUW M.1.. ~lS'L'l"'C' AND pnOrOS~D. S'fnUCTURES ClVIJ.C IlD1.2.NSION:l AND Sln'MC~S. 1tL~.. ,'\. 1I1lH CA n~ /.IiY "Ol)n~:i OF WATt:A AHP nOA1)WA'tS '( It"CLUPlliC HIJ'lES) AJ)JAC~'r TO TilE 1'1I0Pltlr1'Y, HIU1C',TC '1"~: $11.1~" YEJ\",t AN,U til\l1~ OfhOt:U.E" $UCU AS 11' x ~O'. UO\. fLE.E'l'WOOU. ~ II ttEAlH':I1EN1S". ','.nenT-OF-WAY" und ~'JURlSDlcrlO"A1. LINES". ~U'H~ be uhown on aU IIJ 1:11 plaus. . '. UO 1101' ImCROACII 1IiTO ANY EASEHEHT WITH A STRUCTURE UOU$t ,oN$JftUeuo.. . ......: ...... ..., I 10 It.. -\~UlLt HOhlE :a:TuP ~ . un",-, .... . "nO~OSEO ADDIfIO,.. . 'h"': I'. ..' .... .. 0 11.1 Ot': '0, I ' ::1.... . ..1 to' "J '. .' 1....i.... ~. ".... 1~...iJl...........,~ ...' ...Cj. ., 11.\",,~'l"'INi:;.ji.-", ",,...<1. .. . ... '".1 -', ' "1r..~,. . J. .. .. <II .. " .. i ; .. . '" -- . ~ . " 'II' "L. --J.. "t .0100 ..".., ;:;"D hAW[ 110"0 IIAWI . ~-~..., sllrp':\Il:rn . '. --a Q .. ~ - . ~ ATTACHED ALUMI~UM COVERS F A~; TEN ED DETERMINED BA~;ED ON CONSTRUCTION OF HOST STRUCTURE HOST STRUCTURE OR FASCIA / PAN OR COMPOSITE PANELS, USE CORROSION RESISTIVE SCREWS. PANS ANCHORED W/ #10X1!2" @ 3/PAN INTO RECEIVING CHANNEL AND 1 #1 Ox1 /2" @ RIDGE CAP CONNECTION TO RECEIVING CHANNEL. COMPOSITE PANELS USE 1/4"x t+l/2" WITH 1/4" WASHERS SCREW THROUGH RECEIVING CrlANNEL FROM TOP CAULK ALL CONNECTIONS. ...J CONNECTION REQUIRED (SEi: DETAIL) ~ EXTRUDED OR BREAKMETAL HEADER 0,032" MIN, CONNECTION TO HOST STRUCTURE HIJST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS LOAD CONDITIONS LOAD CONDITIONS WIND VELOCITY LOADS DEAD + LIVE LOADS GI.ASS ROOMS HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF -. CONCRETE 1/4"xl-l/8" 80NCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C. ;, WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C.------------>2 @ 1" O.C, SCREEN, VINYL, AND CARPORTS H8ST STRUCTURE 100 MPH 11 0 MPH 120 MPH 22#/SF 32#/SF 57 #/SF 1. CONCRETE 1/4"xl-l/8" CONCRETE SCREWS @ 12" O,C.------>2 @ l' O.C. :? WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O,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, PL\TE TO BE SAME WALL TH CKNESS AS BEAM PU\ TE CAN BE INSIDE OR OU TSIDE BEAM OR LAP CUT BE/\M SPLICE SHALL BE MIN. OF d-1/2" HEIGHT AND 2(d-1/2") IN LENGTH MIf'J. SCREWS PER SPLICE TO r AL / SIDE OF SPLICE 2" x 4" 4 / 2 2" x 5" 4 I 2 2" x 6" 4 I 2 2" x 7" 6 I 3 2" x 8" 8 I 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 3/4" 1" MAX. d=HEIGHT OF BEAM 1" MAX. DENOTES SCREW PATTERN NOT NUMBER OF SCREWS TYPICAL BEAM SPLICE DETAIL [b@w[]'@Ui)@@ ~o [2@Ui)Ui)@GGg ~o@\o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 J @ C.)PYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P,[, SECTiON: ":'1 V I"AGI.:: Q;)j'~13 -46- A iT ACHED ALUMINUM COVERS SEE CONNECTION DETAIL (PAGE 6-13) 2" x 4" LUMBER TOP PLATE WITH ROOF ~ , . Ld :2 CI I -q- uJ N _I (0 @ e, V) :2 0 (.';, :::> z l- V) t- (/., "-q- X W X N 2" x 2" x 0,044" ALUMINUM OR 2" x 4" @ 24" O.C. LUMBER STRUCTURAL GRADE THERMAL PLY WITH SIDING --------------- 2" x 4" P. T.P. PLATE WITH 3/8"x4 1 /2" CONCRETE ANCHORS SEE CONCRETE DETAILS SECTION THROUGH UTILITY ROOM SEE CONNECTION DETAIL (PAGE 6-1.3) w :2 o :.r: 12" x PAN (SEE CHARTS) USE 'w' SELECT PAN FOR REQUIRED SPAN 2" x 2" x 0.044" ALUMINUM OR 2" x 4" @ 24" O,C, LUMBER STRUCTURAL GRADE THERMAL PLY WITH SIDING SHED IS FRAMED WALL ATTACHED TO HOST STRUCTURE 1/2" L-BOLTS FOR 2" x 4" P. T. PLATE OR CONCRETE ANCHORS @ 4'-0" O.C. W -l m o :2 "W," VARIES FOR FRONT BEAM USE 'L'=W/2+0,H. 0- Z I- if) X LL , I --------------- NCTES: SEE CONCRETE DETAILS UTILITY SHED AND CARPORT WALL SECTION 1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S.M.S. W/ WASHER, 2, ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" S.M.S, W/ WASHER. 3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS, 4, ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT [b@WO"@[]i)@@ ~a m@[]i)[]i)@ililo !?al3a CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O. BOX 4.368 S. DAYTONA. FLORIDA .32121-4.368 PHONE: (904) 767-4774 FAX: (904) 76?--6556 '-' @ ',:OPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WiTHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. 5ECTIOI--J: 3 PACE:: 31b~'~3 -43- ~H';~EEfNlfED fEN<ClOSUPiES: SCREfEN / 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 0, H, l' 0, H. 2' 0, H. 3' 0, H. 1-1/4"x_0.026" 7'- 100 MPH W, L. 2" 7'- 5" 8'- 2" --- 110 MPH W, L. 6'- 5" 6'- 8" 7'- 6" --- 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 " --- 1 -1/4" x_O, 0.32" 8'- 5" 100 MPH W, L. 8'- 8" g'- 3" --- 110 MPH W. L, 7'- 6" 7'- g" 8'- 6" --- 120 MPH W. L. 6'-10" 7'- 1 " 7'-11" --- 1-.3/4"x_O,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_O,032" 8'- g" g'- 0" g'- 7" 100 MPH W, L, --- 110 MPH W, L, 7'-10" 8'- 1 " 8'- g" --- 120 MPH W, L. 7'- 1 " 7'- 5" 8'- 2" --- 3"x_0.026" 100 MPH W. L. 1.3'~ 1 " 13'- 3" 13'- 8" 14'- 5" 110 MPH W, L. 11' - g" 11' -11" 12'- 5" 13'- 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 0, H, 1 ' 0, H, 2' 0, H, 3' 0, H. 1-1/4"x_0.026" .'--../ 20 #/SF L. L. 7'- 0" 7'- 3" 8'- 1 " --- 30 #/SF L. L. 5'- g" 6'- 1 " 7'- 0" --- 1-1/4"x_0.032" 8'- 3" 8'- '6" g'- 2" 20 #/SF L. L. --- 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" g'- 6" --- 30 #/SF L. L, 7'- 0" 7'- 4" 8'- 1 " --- 3"x_O,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. TABLE GOVERNS, [1t[}W(f'@[JO@@ @;o m@[JO[JO@QQ~ [;>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. S[CTIO/'~: :2 PACt.: ?=~2 -30- SCW::EIE~ED ENCLOSURES: SCRlEEN I VINVL WALLS AND SlOllD ClOVER TAbLE 2: MAX, ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES wi SOLID ROOFS 6063 T -6 ALLOY EX,0,MPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "w"/2 + O,H, 2"x 4"x 0,050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. - g' LOAD WITH = g'; L,L. @ 22#/SF BEAM SPAN = 7'- 3" BE/1M SIZE BEAM SPAN FOR DESIGN A TED LOADS L:EAM LIVE LOAD WIND LOAD LO,'\D 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" g' 6'- 0" 4'-11" 6'- g" 6'- 0" 5'- 6" '1 0' 5' - 8" 4' - 8" 6' - 5" 5' - 8" 5' - 2" ,1' 5'- 5" 4'- 5" 6'- 1" 5'- 5" 5'- 0" 12' 5'- 2" 4'- 3" 5'-10" 5'- 2" 4'- g" 2">; 4"x 0.050"x TILT BEAM 5' 9'- 9" 6' 8'-11" 7' 8'- 3" 8' 7'- 9" 9' EXAMPLE 7' - 3" 10' 6'-11" 'I l' 6'- 7" '12' 6'- 3" --8c-O~---10~1~~----9~-9~----8~~~~------- 7'- 3" 10'- 0" 8'-11" 8'- 1" 6'- g" g'- 3" 8'- 3" 7'- 6" 6'- 3" 8'- 8" 7'- g" 7'- 0" 5'-11" 8'- 1" 7'- 3" 6'- 8" 5'- 7" 7'- g" 6'-11" 6'- 3" 5'- 4" 7'- 4" 6'- 7" 6'- 0" 5'- 0" 7'- 0" 6'- 3" 5'- g" 2J1;j:: 4JJx 0.044"x 0.120" S.M.B. _______________________________________ 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 3" 11'- 8" g'- 6" 13'- 1" 11'- 8" 10'- 8" 10'-10" 8'-10" 12'- 1" 10'-10" 9'-11" 10'- 1" 8'- 3" 11'''':'' 4" 10'- 1" 9'- 3" g'- 6" 7'- g" 10'- 8" g'- 6" 8'- 8" g'- 1" 7'- 5" 10'- 1" g'- 1" 8'- 3" 8'- 8" 7'- 0" g'- 8" 8'- 8" 6'-10" 8'- 3" 6'- 9" g'- 3" 8'- 3" 7'- 6" 0.050"x 0.120" S.M,B. _______________________________________ 15'- 2" 12'- 4" 16'-11" 15'- 2" 13'-10" 13'-10" 11'- 3" 15'- 6" 13'-10" 12'- 8" 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 8" 12'- 0" 9'- 9" 13'- 5" 12'- 0" 10'-11" 11'- 3" g'- 2" 12'- 8" 11'- 3" 10'- 4" 10'- 8" 8'- 9" 12'- 0" 10'- 8" 9'- g" 10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4" g' - 9" 8' - 8" 1 0' - 1 ,.' 9' - g" 8' -11 .. 5' 6' 7' 8' g' '10' I 1 ' 12' 2")' 5"x 5' 6' 7' 8' g' ':0' '11' '12' E!:,@W[J'@(fi)@@ @lo m@(]i)(fi)@{1{1g [Po@lo CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O, BOX 4.369 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: @~1l2 -32- --- -...../ '----./ SCI."~EIENlIED ENClOSURES: SCRIEEN I VINVL WAlLS AND SOLID COVER Tt,BLE 4: MAX. ROOF AREA FOR ALUMINUM CARPORT IOPEN 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 POST TYPE MAX ALLOWABLE ROOF AREA IN SQUARE FEET LIVE + DEAD LOAD WIND LOADS 55#/SF 22#/SF 100 MPH 110 MPH 120 Mt\X. HGT, @ MAX. LOAD IN # 3"x 3"x 0.040" ROLL FORMED H 8' - 0" 7,200 10'- 0" 5,500 12'- 0" 4,700 3"x 3"x 0.060" ROLL FORMED H 8'- 6" 7,500 '0'- 0" 6,000 '2'- 0" 5,200 3";( 3"x 0.060" SCALLOPED * 11' -10" 8,640 14' - 0" 7,330 "6'- 0" 6,120 3"x 3"x 0,90" TUBE * , ,. -10" 12,960 '4'- 0" 11,070 '6'- 0" 9,180 3"x 3"x 0.125" TUBE" .. 3'- 3" 13,500 ': 4' - 0" 12,000 '16'- 0" 8,000 4"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, TI\BLE 5: ISOLA TED FOOTINGS M^XIMUM ROOF AREA IN SF FOR CARPORT POST wi ISOLA TED FOOTING FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS 100 MPH 110 MPH 120 MPH 131 100 85 136 109 95 157 133 111 ,236 201 167 245 218 145 423 376 335 FUOTING TYPE & SIZE POURED CONCRETE 1 ' -- 0" Xl' - 0" Xl' - 0" 2 9 l'--4"X l'-4"X 1'-4" 86 1'.-6"X l'-6"X 2'-0" 163 "'-8"X l' -8"X 2'-0" 187 1'--8"X l'-8"X 2'-6" 275 2"-0"X 2'-0"X 2'-0" 346 2'-6"X 2'-6"X 2'-6" 463 PI~~E-CAST SLAB wi 80# SACK-CRETE 1'-4"X l'-4"X 2'-4" 117 327 250 213 341 273 236 392 333 278 589 503 417 614 545 364 1,058 941 838 450 343 294 469 375 325 540 458 382 810 691 574 844 750 500 1,455 1,294 1,152 25 72 136 156 229 288 386 & BACKFILL OVER 97 360 275 235 375 300 235 432 366 306 648 554 459 675 600 400 1,164 1,034 922 SLAB ---...-' MPH 300 229 196 312 250 216 360 305 255 540 461 383 563 500 333 970 863 768 .-...../ 21 61 116 134 196 257 331 56 [b@Wl]'@Ul)@@ @:o [13@Ul)Ul)@nng [?D@:O CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O, BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 -34- . -.../ @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.L SECTION: :2 PAGE: ~~~t2 ATTACHED ALUMJ~UM COVERS .;/ TOP OF GRADE 3"x3" FLUTED POST WRAPPED Wi FELT PAPER .q- 3/S"x3 1 12" BOLT N SO LB, 2500 PSI CONCRETE PRE-MIX N --- ~ 3"x3" BASE 1'0:- .J 16" ~ ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION POST IN CONCRETE WI #4 DIA, BAR 12" LONG POURED CONCRETE REFER TO TABLE 5 (PAGE 12-13) o j :Y ~ L ISOLA TED FOOTING 3 NOTE: NO FOOTING 2'-0" MIN. BEFORE SLOPE ADDRESSING EROSION ~ 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&\W[[@Ui)@@ @:o ill@Ui)Ui)@{lQ~ l?O@:O CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 ----- @ COF'YRIGHT. 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- ~ ~ \ ........ ~.- c::s' . ~' '" t :> ".:.- " .-' . ~ ~ ~ ", ~,- ~ -:>' ~ ~ t >" ., . . . . . ", " , ~ .~~ ~'lJ ~ ~ ~ ol;" ~ a' l'\)< ~ N ~~ Lv'W ,~ ~" ).I ~ "'" ~ ~~. ~, ~,"" ~ '& ~ ~ . 1I\t), .~ ~. ~' .~ ~'~ ~~~, ~, ~~~" ~ ,~ t ~ ..~. ""r" ~ "'~ ~ ~ Cli ~, <::> f' . ~ ~ ,. ".1 ~ '.R. !:1 f1' 0 R'~~ ~~~ .~ ~.~~. ~ ~ t> l'r\ tn . ~ "l4~ '&-of' ,~~ ~(.\t\ ~ " ~ .~ ". . ,.' " . ~~ !'~~. JJ~ ~7b ~~ h\~ ~ ~ >J~ ", ~ '~ "~~ ~ ~ ,.t..; ~ III ~ ~~ ~ .~ ~~ ~~ ~ 'l::) ~ ~ , ~~ !:\~ ~~ ~~ '!\t> fl\~ O\t' ~b t\)l-1 ,/' ~ ., '. " , . ' . ~