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HomeMy WebLinkAbout96-5625 BUILDING PERMIT CITY OF ZEPHYRHILLS Permit 11! -; - 5625 fl (813) 788-6611 Date 02 -;( t;-y*, ~ ELECTRICAL PLUMBING MECHANICAL ::~::,::~3 ~ ~7--;t{~r~ Parcell.D. # J - ~~ ,.:l/.. 0..1/0 - 0 LJLJCJ ()-- CJ 6 ? D Zoning: Energy Code: Radon Gas: P: c:2 () Description of Work ~Aj~ - ----.;l~f - A4"-/i.~ - /'~~~ /' Sewer Conn Water Conn: Water Meter: T,I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL B- DATE Complete Plans. Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. City License Registration # State Certified License# del Permit Fee Signature Company Address Telephone# Valuation or 011 Contract Price ~ ;Lou - o-v ()-,~ ~. BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB Lintel FRM. Insul. CL 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 ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. .'. APPLlCAUOH FOIl PIBIIIT CITY OF ZEPBY1UlIU.S BUlLDD1G DEP~ OliliER'SIWII\ fle1<- Jl/JflRsrAr~ s 11 /ltJl'1~ S OWlER'S ADDUSS d.s-.2l::. 7 "J!tUY' S-y Jd~J':r- JOB ADDRESS ).Pr:. b7 ..:;> 76YS vP/?,!1lJo i)/C....'. LEGAL DESCRIP'nOIl: LOT(S) BLOCK SUBDIVISION ZiP If rt:2.-lfIlJG-e PARCEL I.D." 2-;)Io-';)"J- tJ.:?/~.;..ooCJO{).-~fp?O (OBTAIN FROM PROPERTY TAX ,Q1ICE) WORK PROPOSED: ~ew'CoaatruCtion --."AdditiOll ---Alteration Repair _~tau PHONE 7?;; -;2;2 ?6 ~iao. ~ve ----PaIolish PROPQSED USE: ~iD&le F~ilT _ec-ercial ---1l/F _' of Units ---1I/H _Iodust. -5wia. Pool _O~er Restauraat II Health Departaent Approval DESCR1PTIOII or wou: ClJIUCtefr$ - .s/lEI:J- JP>>r/o - C)1IE?-PtJR-r BUlLDD1G SIZE: 9 x J.J...... . )>c:20 Square Feet.Y;c7 'Reight llESIDEllTIAL: ATTACII (2)' PLOT PLAIIS , (2) SETS OF BUlLDD1G PLANS &: (1) SET UERGYrOBMS. CWlKERCLU.: ArtACII (3) SETS OF BUlLDUJG PLAHS , (1) SET ENERGY FOlUtS. PROPERTY SURVEY B.EQUD,ED FOIl ALL HEW CONSTRUCTION. '~ ., --=:...BU1LJl)D1G , . $. JC:<I'D.OO PERMITS REOUESTP..D Valuatic. . of Total Coostruction . I , RT 'C.l'BICAL UP Serv~ce Florida Power Corp. W.R.E.C. -JlEQlAllICAL $. Valuation of Ilecbanical1D&ta11ation -PLUKIBDlG TYPB pr C::ol1S'QUCf.WII: FDfISBBD FLOOR BLlVAUOIIS: GAS IlOOPD1G SPECIALTY Other RJ.ot.:k ., -J~ _Stee.l FT. IS PROJECT 111 FLOOD ZOHE ~, YES NO ...~..~................................... BIIYI.Dg Sigoatur.~ Rl RCTRIC:L6H CoHPAHY ' State Cert. or Regist. . City License Registration' .......................................... Si DnA turl! PLUMBER COHPABY State Cert. or B.eg1st. . City License B.egistration . .......................................... Sigoaturl~ HECIWlICI\L COHPAHY State Cert. or Regist. I. City License Registration . .......................................... Sigoaturl~ OTRF.R COHPAHY State Cert. or Regist. . City License Registration . .............................-...-.......- Signature APPLlCATlOR APPROVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. "OTICE OF DBEDRESTRICTIONS Ibe uiuii~rsignec1 UDderataDc1a that Ws penit EJ be subject to 'deed restrictiODS'wch lilY be lOre restrictive than City regulatiODS. !lie 1IDl1eraigaed i88UIe8 -respoaaibUity for cmpliaDce with any applicable deed restrictiooa. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the illllDe1' baa bireet. COIltractor' or contractors to unclertake work, they lilY, be required to be liClllled in accordance with state a11d local regu1atiOlUl. If the' CODt:nctor is not licenaed as required by law, both the.. aDd COAtractDr lily-be cited fllr a aiscleleanor riolation UDder state law. If the owner or intended contractor are 'UJicertai.D as to .t lic8D8ing requirelleDu 'Iilf apply for the inteDded .rt, they are advised to contact. the Cit! of Zepbnbills BuildiDg Departlent, (813) 788-6611. ' . Furtber1lOre, if the owner baa bired a contractor or contractors, be is advised to ba" the contractor(s) sign portiODS of the ' 'Contractor SectiODS' of this application for wch they will be respooaible. If fOU, as the OImer sign as the CODtractor, you are iD4icatiDg that, fOIl, Ilk than tIM! contractor, are responsible for the work. If the contractor wiahea You' to ' sign as cootractor that Iill be an indication that be is not properly 1icenaed and is DOt entiUed to peraitting privilegea in the City of Zepbyrbilla. . C. ~rRAHSPORTATION IMPACT FEES AND UTILITY CONNBCTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMBNDED) I certify that I, the applicant, bave been provided with a copy of 'P1orilla's Construction Lien Law - JIoIeol(rIllr's Protection Guide' prepared by the Florida IlepartIent of Igriculture aud CODauaer Affairs. If the applicant is aoaeona other than the 'OlOler', 1 certify that I bave obtaiDed a copy of the above described docuIeIlt aud plOIiae in good faith to deliver it to the 'owner' prior to COIiIenceaent. . E. ~ONTRACTOR'S/OWHER'S AFFIDAVIT I certify that all the inforaation in this application is accurate aud that all work will be doDe in i:oapliance with' all applicable laws regulating ccmatruction" JODing, aDd laud developl8Dt. . .., Application il bere.by aade toobtaill a pmit to, cJQ work aud installation as indicated. I certify that 110 work or installation baa COMeUcea prior to issuance of a: perait and that all wrk willlle perfOIJed to I&8t stilDdards of all lavs regulating ccmatruction, City codea, 'lOlling ..regulatiOl8, and land uvelOPEDt regulatiODS in the jurisdiction. I also' certify that I UDderataDd that the regulatiOOs of other gGferDlleBtal agencies Iilr applr to theinteDded work, and that it is .Y responsibility to identify .t actiOll8 llU8t take to be in coapliance. Such agencies include but are not lilited to: t Deparuent of IIlvirOllleDtal Requlation - Cypress Blybeada, IIetland Areas aDd IIlviroDaentally Sensitive LiIDda, . ' Mater/llasteMater freataeDt t Southwest Florida Mater JlanaCJ8leDt District - IIells, Cypress Baybea4a, IIeUand Areas, Altering IIatercourses t AIly Corps of Ingineers - Seaalls, Docks, livigable Materways t ~tleDt of Health , lebabilitative Senicea. InviIOllleDtal Health Unit - Wells, IIastewater freataeDt, Septic I_ t US KnvirOllleDW Protection Agency - Isbeatoa abate8ent, ' I also certify that, iff1l1lilterial is to be used in Flood ZODe 'I' or 'I,ete.', it is Wlderstoocl that a drainage plan addreaaing a 'COIp8Daating volue' will be sublitted which Is prepared br a professional engineer registered in the State of Florida prior to penit issuance. . A ~lt isaued &ball be COII8true4 to be a license to proceed with the lIOfk aDd not as autbority to ,iolate, cancel alter, or set aside any provisiODS of the techD1cal coclea, nor aba11 issuance of a perait prevent the Building Official frCII ~eafter requiring a correction of errors ill pliIDB, cooatruction, or violatiOll8 of any code. Ivery penit issued.sball becaIe invalid unless the lIOrk autbori-.4 by such penit is cownced witbill sillODtbs of iaauance, or ifMOlk autboriled by the perait is suspended or aba_eel for a period of WlODths after the tiIIe the 1lotk is ~nceil. ODe 90 day 81teDaion of We, lilY be allowed for the perait witb fee cbarge of '15.00. !be 81tension sball be requested in writing to the Building Official. An approvl!d inspection I118t be logged during each wlODtb period, or the project will be ccmaidered abandoned. WAJUlIJf(: TO (MCIR: YOUR PIlLIJRK TO BICORD I lorla OF aJIHIIICIlIIBIIllAY RBSULI II YOUR PlYING ftlla POi IHPIlOVKHII!S TO YOUR PROpmnrJ. IF YOU mIlD TO 0Bf1Il PIJWCIJIG, CONSOLI WIIH yOOft LIIIDD OR IJI InoRJIIYBIFOBI RICORDIJfG YOUR Korla OF COHHIK(:HHIIft'. JOBS UJlDIR $2,500 II VlLua DO lor DID TO RICORD IJID POSI I 'Iorla OF allHElfCBKBJlf'. n~E~ nJ~L Sflll OF PLORIDI ~ coum OP fl5t! t9 The 1'oregoiDg instrument was acknowledged before me this AJl:JlI ':;7, 19~by --A.t-!J't:::-f2 r' S I J.-I M,S . who is personally known to .e 81' wile. has pl'odilAced. _ idleBti.i.atioa- andwbo 4Htdid not take aDoa~~{J 6~ (SigDlature), ;/ _ . K Am LEEiJ v: 131< f)KJJJ . (Namel Typed, PJ'iDted 'orStaIIped) ~tY PUBLIC" ,. (., SIIR OF FLORIDA COUII'lY OF Pit -.5 C" U The foregoing instrument was acknowledged before me this Up';' ~7' 19 "'H' by . J/t-I3i:::..7<"/', S/UUS who is personally known to me, 8r wile has . px:edtlced- ~8 i4..tifieati8B and wbo-did/did not take an OiJth. ~~-rJ O. ~&~zJ^- (Signature) , / k' JJ 17-1 Let=: LJ oJ: 23 ,(J nuJ 1-../ (Name Typed, Printed or Sta.ped) NOTARY PUBLIC ~.....y PI/#. ~n(~ ~.: .,~~ OF f\O~ KATHLEEN J BROWN My Commission OC449029 EXpires ArK, 02, 1999 Bonded by NFNU 800-224-6368 ~..."y PI/#. ~6(~ ~.~ .,~ ~~ , OF f\O KATHLEEN J ~WN My CommInIon CC449029 Exp/teitApr.02,1999 Bonded by NFNU 800.224-6368 385 I5 Palm Grove Drive Zapt yrhllls. Florida 33540 ACE ALUMINUM Job No. Phone: (8131 782-261 6 ',-- SOLD fO ADDFIESS SHIP "10 DATE PHO/l,E J-JrJ-;C /... t) 7' - t; 7 fJp 17 /)0 L EPr/YR. #/L L-S" / /- /7-7',s- , 7!,,~ -.J27h D/C-. PI J,J>SV/ c ...... C'O IV C-R-C rlt'- - DR-f tJ/f" w/.f- Y ~ --.-5rE' F' S -9 X ).:2 X C/?\ 1;2.- .5"/1-1 e P ):> LJt C /tR-f.) 0 PL':{--- .) X :-.- -.-. ~ X .;)3 /<$/i1Z- /€L)t:I.p. 0/ /AJ-4/- /c- .. x. 17 .R$H~ #J /;-7/0 , .. .--.--- PERMIT PRICE TI\X The undersigned agrees to pay TOTAL PRICE ?,.::J r? /J t') 0 INSTALLERS IN fULL ON COMPLETION DEPOSIT ----7':: ---1-0 '-' ',,-, ~-#~d BALANCE C.O.D. CUltomers Signature s> ~ fl,t> t~ ~, ~~ <v~ 'h~ l' r. '" 7 \ :'r\ ~~ '1 ~ ~ ---""" . - . ~ ~ t ". ( r ( (" (' \ (. (. ( o . l. VL ~r r ( f. , I.. r o ), ~ ~~~ '}< ~w ~ ~ C, ~Iv t-. X ~ rf) "" ~ ""QV\:l , t) "- Lev:O ~ ~ 'b o v-, ~ ~~~. '-1 ~ ~.Q. ~ ~ ~",~ ~ :b ~\"'1- ~ ~q)., ~ :i 11JlJ~"1 b~'(i--~ ~ ~ ~ ~ ~ ") ~ c- ...; ~ ~ ?.j '\(, 9-J1i" ~,~ ~~ ,.~ ~ I~ ~, '/..)~ . l) '. SlTP. "I.J.N ,(I~ID1!NTlli usa OUL't~ l'AIlCEI. I, D, _.-:J ~;Ll; ;).b 'l\ll' ;)1 JUI~ box )CO" rJ/ .}o suuu ~~ u LUt.: I~ 0670 un J>.;( O.h... .D. +-: tlJl/J.)~~ ~ l'Il()I'I~lIn' 111:.J\SUllEJlI::tff ,. _. CUll ill':1 rr ll\,'IlI!HS f/J-R- IlJr~f!-SrArc .frJtJ8/1$ II~~~S llAT~ //---/7-95' . J.ll ,'rawJna~ BhAll ~Q drawn t.o "c,..ln for all parcol:. or lotu U.vu Aeras or lU:lll, < bo' ., -7 r ;;)5' t;~,S/fI~ r \f OBllr tv' }f 0 ("l ~ t ~:; ~ S' . /00 f ~~ Q.. \' 0 ~ ))' -7 C~ 3~ Lp"-7~'d.I?' r ) ~f\~ ..\~ rv~\\J ;},o . 1 ~ L{)r-67 3'7bi/~ ~~/l~~ .tJ/C. 5111Hl ALL. EXISt'Ule AND PROrOSED STRUCTURES CIVlJjC DIJ1.EHSIOH:l AND Sl!"l'UAC~S, IlL:; "~, 1IIlHC^TI~ 1./1'( 1lOLlJ I~~ Of WATf..R AHD RO,wWAYS (IHCl.UDINC NAliES) ADJ^Cl~'r Tt'J TilE l'Il0PElITY, .ltIU1 CII'I'E "\"E SI'l.I'~, YEJ\Il, Nill HtJ1E Of HOlnLEa SUCIl AS ll' x 60', l~Hl\1 FLEE"l"\100U, ~ll "EA~.;t:HE"lS". "RlCIIT-OF-WAylI &md ,"JUJUSDICTIONAL LINES", lll:uul: ho ahown on all oj tP. plal\~~ UU /lU1' F:lICROACII INTO ANY EASEMENT WITn A STRUCTURE 1I0U$E CON $TRue liON .,.".: .". H' PROPOSED j.OOITlO~ ,'.\.c: ,'. ..' ~'.~;ZUIL.( 1I0ME SI: TUP I .,."'..... ..... . ',f.' ~"l ]I' .. . .. 4 .. .. .... 1&0 ".1 .:,: t :...r ....... ;J..t."""~':l: 'J' (."" ~ o. r. .' '" : . . '.'....... . " " 0(. .'" .. .' · . . '. .0' :"';" ~h ~~i""",o,lll :(~!'~~ i.\\'i& -;;:f.. 'rtl.~I';~O,.i'...!~.. O' ,." __ ...... ... ~l-r: .....'."J . -' . -1L. .: L' C ..... _ ~. .. {,/ " 8 .... o. 0 Y,S' II, Q I I II Y.' - ,. I" ." : lA..".., ~ - ~.:.:' : ,:.. ,- : ,,,.. - t. i .. :'! II~ ; .. .. .. .. '0' ro' '11. -,J. to' .OAO IUW' .OAO t. k(ho "....,1 . s 1'1 "\I \ ,)jl: en A Tl' ACHED ALUMiNUM COVERS SEE CONNECTION DETAIL (PAGE 6-13) 2" x 4" LUMBER TOP PLATE WITH ROOF LJ C) :r: L~J ,..J (() U .q- N @ 2" x 2" x 0.044" ALUMINUM OR 2" x 4" @ 24" O.C, LUMBER l:.~) (/) o ::) t- U) STRUCTURAL GRADE THERMAL PLY WITH SIDING I l,n .q- Ld x N 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 6-13) L.J 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. u LJ ...1 (!) o o "w 1" VARIES FOR FRONT BEAM USE 'L'=W/2+0,H, f.. C,'.~ ,". l . --------------- NOTES: SEE CONCRETE DETAILS UTILITY SHED AND CARPORT WALL SECTION 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 [1@\'j9([@Oll@@ @:o [;3@OllOll@{1{1p [? o@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O, BOX 4368 S, DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 76"'-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P,E, SECTION: 3 PAGE: 31b~~3 -43- A TT ACHED ALUMiNUM COVERS r II ' I [NED DETERMINED Dr\ ,I D ON CONSTRUCTION OF i'OST STRUCTURE HOST STRUCTURE OR FASCIA / ./ PAN OR COMPOSITE PANELS, USE CORROSION RESI~;TIVE SCREWS, PAr~S ANCHORED W/ #lOX1/2" @ 3/PM~ 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, ----/ COlil\JECTION REQUIRED ( SET DETAIL) EXTRUDED OR BREAKMETAL HEADER 0,032" MII'J. CONNECTION TO HOST STRUCTURE ~ HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS L')AD CONDITIONS LOAD CONDITIONS WIND VELOCITY LOADS DEAD + LIVE LOADS Gj\SS ROOMS lOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF J. CONCRETE 1/4"x1-1/S" 120NCRETE SCREWS @ 12" 0.C,------>2 @ l' O.c. ) WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0,(,------------>2 @ 1" O.C, S::REEN, VINYL, AND CARPORTS 118ST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF I, CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" O,C,------>2 @ l' O,c. ) WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O,C,------------>2 @ l' O,C. NJTES: 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 THICKNESS AS BEAM PL:\TE CAN BE INSIDE OR OL.ISIDE BEAM OR LAP CUT BEi\:v1 SPLICE SHALL BE MIN. OF d-1/2" HEIGHT AND 2(t,--1/2") IN LENGTH Mil L SCREWS PER SPLICE TO I-AL / SIDE OF SPLICE 2" x 4" 4 / 2 2" x 5" 4 / 2 2" ^ 6" 4 / 2 2" x 7" 6 / 3 2" ;, 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-l/2" d-1/2"" 1 'r 1 1" MAX, 3/4" d=HEICHT OF BEAM 1" MAX. DENOTES SCREW PATTERN NOT NUMBER OF SCREWS TYPICAL BEAM SPLiCE DETAIL [b,@WO"@O'O@@ @:o @@O'OO'O@{S{Sg lPo@;o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O, BOX 4368 S, DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 J (0)jPYI~ICHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P,E, SECTION: :3 PACe: (t)j~i13 -46- ~i~nEfEIN][ED E[\~GlOSURES: SCREEN I VINVl WAllS .~~n) SOliD COVEr~ TABLE 1 : MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 3105 H-14 OR H-25 ALLOY WINO LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEI\J BUILDINGS O,H. CONDITION NO O. H, 1 ' 0, H, 2' 0, H, 3' 0, H. 1-1/4"x_0.026" 7'- 8'- 2" 100 MPH W, L. 7'- 2" 5" --- 110 MPH W. L, 6'- S" 6'- 8" 7'- 6" --- 120 MPH W, L. 5'-10" 6'- 2" 7'- 1 " --- 1-1/4"x_O,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_O,026" - 100 MPH W, L, 7'- 5" 7'- 7" 8'- S" --- 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'- 0" g'- 7" 100 MPH W, L. g" g'- --- 110 MPH W. L. 7'-10" 8'- 1 " 8'- g" --- 120 MPH W. L. 7'- 1 " 7'- S" 8'- 2" --- 3"x - 0.026" 100 MPH W, L, 13' ~ 1 " 1.3'- .3" 1.3'- 8" 14'- 5" 110 MPH W, L. 11'- 9" 11' -11" 12'- S" 13' - ')" 120 MPH W. L. 10'- 8" 10'-11" 11' - 5" 1')' - 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" 1 ~)'- 1" 120 MPH W, L. 12'- 8" 12'-10" 13' - 3" 14'- 4" LIVE LOAD; ALL BUILDING TYPES O,H. CONDI TION NO 0, H, l' 0, H, 2' 0, H, 3' O. H. 1-1/4"x_O,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_O,032" 8'- '6" 9'- 20 #/SF L. L, 3" 8'- 2" --- 30 #/SF L. L. 6'- g" 7'- 0" 7'-10" --- 1-3/4"x_O,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'- I" 8'-10" 9'- 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, l1@wO'@[])@@ /30 m@[])[])@'Q'Q., ~orno CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O, BOX 4369 5. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 <5::: COPYRIGHT. 1995 NOT TO BE REPRODuCED IN WHOLE OR IN PART WITHOuT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P,E. -......../ SECTION: :2 PACt:: 1~~1 -30- ATuACHED ALUMi~UM COVERS ... N N '-... ~ j 16" }- TOP OF GR.A.DE 3"x3" FLUTED POST WRAPPED Wi FELT PAPER 3/8"x3 1/2" BOLT 80 LB, 250D PSI CONCRETE PRE-MIX 3"x3" BASE ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION POST IN CONCRETE Wi #4 DIA. BAR 12" LONG o I I) LJ- j y ~ L ISOLA TED FOOTING NOTE: NO FOOTING REOUIRED EXCEPT WHEN 2'-0" .MIN, BEFORE SLOPE MIN. 2500 PSI CONC, WI 6x6-10xlO W,W, MESH OR FIBER MESH TYPICAL '[ J t NOTE: FIBER MESH CONCRETE DOES NOT REQUIRED WIRE MESH 1 #5 BAR CONT. POURED CONCRETE REFER TO TABLE 5 (PAGE 12-'13) ADDRESSING EROSION 1 #4 BAR CONT. 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 [S@\'Z7[]'@(]D@@ G30 @@(]D(]D@GGp [J)oG3o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O, BOX 4368 S, DAYTONA, FLORIDA 32121- 4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ C':'PYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WiTHOUT WRiTTE,'J PERMISSION FROM LAWRENCE E. BENNETT, P,E, -45- SECTION: 3 PAGE i5"'~3 SGI~~ElElNlfED ENiCILOSU~ES: SCRfElEN I VINVL Wi AILLS AND SOLID COVER fiJ3L[ 4: MAX, ROOF AREA FOR ALUMINUM CARPORT/OPEN BUILDING POST i~OR ALLOWABLE ROOF AREA USE "AREA" = S x (W/2 + O.H.) [XAMPLE: "S"= 7' , W = 12', & O.H, + = 2' THUS: "AREA" = 56 SF PIIST TYPE MAX ALLOWABLE ROOF AREA IN SQUAF~E FEET LIVE + DEAD LOAD WIND LOADS S5#/SF 22#/SF 100 MPH 110 MPH 120 MIX, HGT, @ MAX, LOAD IN # 3' x 3"x 0,040" ROLL FORMED H 8'- 0" 7,200 10'- 0" 5,500 .' :)' - 0" 4,700 3'" 3"x 0.060" ROLL FORMED *" 8'- 6" 7,500 0' - 0" 6,000 ")'- 0" 5,200 3".,; 3"x 0.060" SCALLOPED " " ]'-10" 8,640 H'- 0" 7,330 11:;'- 0" 6,120 3")( 3" x 0, 90" TU BE" 1'-10" 12,960 ',4'- 0" 11,070 '()'- 0" 9,180 3'x 3"x 0,125" TUBE " '3'- 3" 13,500 .1'- 0" 12,000 '()'- 0" 8,000 4"" 4"x 0,125" TUBE " j' - 9" 23,280 18'- 0" 20,712 : 0'- 0" 18,430 , ALLOY 6063 T - 6 ". ALLOY 3105 H16 1, THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN, T/,[3LE 5: ISOLA TED FOOTINGS M\XIMUM ROOF AREA IN SF FOR CARPORT POST W/ ISOLATED FOOTING FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS 100 MPH 110 MPH 120 MPH 131 100 85 136 109 95 1S7 133 111 ,236 201 167 245 218 145 423 376 335 FCOTING TYPE & SIZE PUURED CONCRETE l'-O"X l'-O"x 1'-0" l'-4"X 1'-4"X 1'-4" l'-6"X 1'-6"X 2'-0" l' -8"X 1'-8"X 2'-0" l' .. 8" Xl' - 8" X 2' - 6 " 2'-0"X 2'-0"X 2'-0" 2'-6"X 2'-6"X 2'-6" PRE-CAST SLAB W/ 80# l' 4"X 1'-4"X 2'-4" 327 250 213 341 273 236 392 333 278 589 503 417 614 545 364 1,058 941 838 450 343 294 469 375 32S 540 458 382 810 691 574 844 750 500 1,455 1,294 1,152 360 275 235 375 300 23S 432 366 306 648 554 459 675 600 400 1,164 1,034 922 29 25 21 86 72 61 163 136 116 187 156 134 275 229 196 346 288 257 463 386 331 SACK-CRETE & BACKFILL OVER SLAB 117 97 56 MPH 300 229 196 312 250 216 360 305 255 540 4.61 383 563 500 333 970 863 768 [b@W([@[jj)@@ ~o m@[jj)[jj)@1J1JD ~ol]:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O, BOX 4369 S, DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ ,.:OPYRICliT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT. P,E. -34- SECTION: :2 PACE: ~~=t2 SCli'i[[fNIIED EfNlClQSU~IES: SCRIEEfNI I ViNVl WALLS AND S~UD (cOVER L.J3LE 2: MAX, ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES W/ SOLID ROOFS 6063 T -6 ALLOY [.<AMPLE: 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" BL.4M SIZE BEAM SPAN FOR DESIGNATED LOADS [3EAM LIVE LOAD WIND LOAD U"/\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'- g" 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" 10' S'- 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2" 11' 5'- 5" 4'- 5" 6'- 1" 5'- 5" S'- 0" 12' 5'- 2" 4'- 3" 5'-10" 5'- 2" 4'- g" 2"x 4"x 0.050"x TILT BEAM 5' 9' - 9" --B'-=.-O;;----10~11'-;-----9-;---9-;;-----8--;--=-11-;;-------- 6' 8'-11" 7'- 3" 10'- 0" 8'-11" 8'- 1" 7' 8'- 3" 6'- 9" 9'- 3" 8'- 3" 7'- 6" 8' 7'- 9" 6'- 3" 8'- 8" 7'- g" 7'- 0" g' EXAMPLE 7'- 3" 5'-11" 8'- 1" 7'- 3" 6'- 8" 10' 6'-11" 5'- 7" 7'- g" 6'-11" 6'- 3" 11' 6'- 7" S'- 4" 7'- 4" 6'- 7" 6'- 0" 12' 6'- 3" 5'- 0" 7'- 0" 6'- 3" 5'- g" 2'): 4"x O,044"x 0,120" S.M.B, _______________________________________ ___' 5' 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 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" 10'- 1" 9'- 3" g' g'- 6" 7'- g" 10'- 8" g'- 6" 8'- 8" 10' g'- 1" 7'- 5" 10'- 1" g'- 1" 8'- 3" 11' 8'- 8" 7'- 0" g'- 8" 8'- 8" 6'-10" 12' 8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6" 2 'y 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" 1:2'- 8" 7' 12'-10" 10'- 5" 14'- 4" 12'-10" 1'1'- 8" 8' 12'- 0" 9'- 9" 13'- 5" 12'- 0" 10'-11" g' 11'- 3" g'- 2" 12'- 8" 11'- 3" 10'- 4" 10' 10'- 8" 8'- 9" 12'- 0" 10'- 8" g'- g" 11' 10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4" "I :2' 9' - 9" 8' - 8" 1 0' - 11" 9' - g" 8' -11 " [6@WI]'@(j\)@@ @;o m@(j\)(j\)@uurJ ~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: @=~2 -32- ~JGi!KEfEIr\ijIED ENCClOSUIRIES: SCREEN I ViNYL VM AllS AND SOLID COVER 2'( 6"x O,050"x 5' 6' 7' 8' g' 10' 11 ' 12' 2" 7"x O,062"x 6' 7' S' g' 10' 11 ' '12' 1..5' 14' 2";.: 7"x 0.062"x (i' }' 8' g' 10' 11 ' 12' 1.3' 14' 2" < 8"x O,072"x 7' 8' g' 10' 11' 12' 1.3' 14' 2"" g"x O,072"x 7' 8' g' 10' 11' 12' 13' 14' 2", 9"x O,072"x 7' 8' g' 10' 11 ' 12' 1.3' '14' 0,120" S.M,B. ________________________________________ 17'- 2" 14'- 0" 19'- 2" 17'- 2"15'- 8" 15'- 8" 12'- 9" 17'- 6" 1S'- 8" '14'- 3" 14'- 6" 11'-10" 16'- 2" 14'- 6" 1.3'- 3" 1.3'- 7" 11'- 1" 15'- 2" 1.3'- 7" 12'- 4" 12'- 9" 10'- 5" 14'- 3" 12'- 9" '11'- 8" 12'- 1" 9'-11" 13'- 7" 12'- 1" 11'- 1" 11'- 1" 9'- 5" 12'-11" 11'- 7" 1Cl'- 6" 10'- 3" 9'- 0" 12'- 4" 10'- 3" 10'- 1" 0,120" S.M,B. _______________________________________ 17'- 9" 14'- 6" 19'-11" 17'- 9" 16'- 3" 16'- 6" 13'- 5" 18'- 5" 16'- 6" 15'- 0" 15'- 5" 12'- 7" 17'- 3" 15'- 5" "14'- 1" 14'- 6" 11'-10" 16'- 3" 14'- 6" 13'- 3" 1.3'- 9" 11'- 3" 15'- 5" 1.3'- g" 12'- 9" 13'- 1" 10'- 9" 14'- 8" 13'- 1" 12'- 0" 12'- 7" 10'- 3" 14'- 1" 12'- 7" 11'- 6" 12'- 1" 9'-10" 1.3'- 6" 12'- 1" 11'- 0" 11'- 8" 9'- 6" 13'- 0" 11'- 8" 10'- 7" 0,135" S,M.B, _______________________________________ 18'- 4" 15'- 0" 20'- 6" 18'- 4" 16'- 9" 17'- 0" 13'-11" 19'- 0" 17'- 0" 15'- 6" 15'-11" 13',- 0" 17'- 9" 15'-11" 14'- 6" 15'- 0" 12'- 3" 16'- 9" 15'- 0" 1.3'- 8" 14'-10" 11'- 7" 15'-11" 14'- 3" U'- 0" 13'- 7" 11'- 1" 15'- 2" 1.3'- 7" 12'- 4" 13'- 0" 10'- 7" 14'- 6" 13'- 0" 11'-10" 12'- 6" 10'- 2" 13'-11" 12'- 6" 1]'- 5" 11'- 7" 9'-10" 13'- 5" 11'- 7" 10'-11" 0,224" S, M, B, _______________________________________ 21'- 9" 17'- 9" 24'- 4" 21'- 9" 19'-11" 20'- 4" 16'- 7" 22'- g" 20'- 4" 18'- 7" 19'- 2" 15'- 8" 21'- 6" 19'- 2" 17'- 6" 18'- 2" 14'-10" 20'- 4" 18'- 2" 16'- 7" 17'- 4" 14'- 2" 19'- 5" 17'- 4" 15'-10" 16'- 7" 13'- 7" 18'- 7" 16'- 7" 15'- 2" 16'- 0" 13'- 0" 17'-10" 16'- 0" 14'- 7" 15'- 5" 12'- 7" 17'- 2" 15'- 5" 14'- 0" 0.224" S,MB, 24' - 2" 1 g;=-sr;----27~-O;;-----2-4-;--=--2-;;----:2:r=-l"------- 22'- 7" 18'- 6" 25'- 3" 22'- 7" :20'- 8" 21'- 4" 17'- 5" 23'-10" 21'- 4" 19'- 6" 20'- 3" 16'- 6" 22'- 7" 20'- 3" 18'- 6" 19'- 3" 15'- g" 21'- 6" 19'- 3" 17'- 7" 18'- 5" 15'- 1" 20'- 8" 18'- 5" 113'-10" 17'- 9" 14'- 6" 19'-10" 17'- 9" 16'- 2" 17'- 1" 13'-11" 19'- 1" 17'- 1" 15'- 7" 0,310" S,M.B, , 26' -11 " 21'=1l-;;----3tY=-1--;;----2~-=11"----24'-=-7'-;--- ----- 25'- 2" 20'- 6" 28'- 2" 25'- 2" 22'-11" 23'- 9" 19'- 4" 26'- 6" 23'- g" 21'- 8" 22'- 6" 18'- 4" 25'- 2" 22'- 6" 20'- 6" 21'- 5" 17'- 6" 24'- 0" 21'- 5" 19'- 7" 20'- 6" 16'- 9" 22'-11" 20'- 6" 18'- g" 19'- g" 16'- 1" 22'- 1" 19'- g" 18'- 0" 19'- 0" 15'- 6" 21'- 3" 19'- 0" 17'- 4" [1@WO'@OU@@ @:" [I3@ouou@iJiJg (p"[]l,, CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O. BOX 4369 S. DAYTONA. FLORIDA 3212\-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 1-- @ ".()IJYI~IGtiT. 1995 NOT TO BE REPRODuCED IN WHOLE OR IN PART WITHOUT Wr~ITTEN PERMISSION FROM LAWRENCE E, BENNETT, PE. SECTION: :2 PAGE: ~tO=~2 -33-