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FLS2003-06026 (2) FLS2003 -06026 JACKSON, DONALD 605 EDENVILLE AVENUE ~ ~ ~Mo.terlo.l Optlonr@ r\R) ~ ~ ~~ /~ - ~I~~-- r~ I II "rfh II II ~ SIdIng Optlona, ~Haterla' Opt ,~~, ~: Assenble" Sane As Roof / U) Connection :~_d._~t \ c), ~ ~ Optl~ . ~:n:-@ \ ~ C"""ectlen Option Co ;~Ion ~ \ ~~' 5 \ ~ \, ~ ~ \ ~ I ~ Mo. terlo.l Option Mo. terlo.l ~ \ 2 V ~ Option _ \ ~ \ ~ ~ \ ~ ..; \ ;: \ \ \ \ \ rG> \ ~~ ."u,~::--~~.=_-,~..:,.,..=~:~~. Iy$ Connection Dptlon L.G> MOo terlo.l Option t I I I I I I I I I I I I I I \ I \ I 'Y. 1'10. terlo.l /\ Opt~ I \ ~ Mo.twrkl / \ / Optlo \ \ \ \ \ \ \ \ \ \ \ INDICATES ANCHOR BOLT OR ANCHOR \VSTEM \ t-1o. terlo.l \ Option _~Mo.~erl~~~tk>n_n \ /-@ ~_.---:-.__-:-~_c_=~--::~~_ .'~':'.~=-- 0_ n__~_~____u__~___@ W'ELD TO PLATE ~ MA TERrAL V ^ \... / MA TERIAl OPTION (G) I ........V MATElRlAL "" OPTION (J) ~ C!: I ~ 1~ ~, ~ ; ~ Option Mo.terlo.l--./I/ Connecfu Option I / / / / / I / Enclosed .1Je...JJl..AIW INCl UDING 80'- 0' -t€).----- ~--~ .~(f):.,'. Mo.terllll Option Size .J6 X e Partially Closed Mo. terlo.l Option ND I I ~ ~ / / / / / v----... ~ 0 1 It ~'TYP. "l' ~ \~'-O'TYP. ~\ -Iv1o. terlo.l \ Option \ \ \ \ \ \ \ \ \ \ , MOo terlo.l Option ~ \ r-.-... D<I 0 I !"---" J f"oundo.tlon Option <I. II, III, IV) ~ Ollando Steel EnWpdaes. Inc. authoriz8I uu aI_....II... following location. Any att..,. to.. WI plan II any other location is prohibited and 8pplMll8houIcI bI denled by the building dept. \ \ ''1Q'terlo.\ Option" \ Mo. terlo.l '\. ) Option J /~ / / Y / / / I / / / / / ~ I >:kterlo.l/ Optlon/ ! Connection Option D<I · ,008 ~ (B:--" m~G o.tr.~, 63 @PLAN VIEW 1 114' = 1'-0' v ....~ Q In.- -~-- ....IV RAfTER V ;'/ 3 SCREW'S MAT~ (E)::~ MATER AL r OPT'IOl (C) / (INSr T> '~ ~ ~!- 24' SERT.I "'" -;:?' 12': BEDMENT GY '-v ~f'-, cI'/",,~' N~ 3 SCREW'S MATERIAL (D C) TYPICAL RAfTER/fe T CONNECTIONS '-.. ~ TIE~ MA TERIAL.... OPTION (A)~ "- SC~ MATER1AL<E) ~() TIE PLA TE () MATERIAL <D () ()() COLUMN "v BASE BASE INSIDE A> YPICAL REAR WALL COLUMN TO BASE CONNECTIONS B> TYPICAl.. Cl:LUHN TO BAS1: SIDE CONNECTIONS ~ -"" -- -- ~ Mo.terl(l~ Option Optlono.l Go.ble ~ \' ~- ~ SIcllng [ptlono.l ~ Assel"lbl 01 So.l"It' As R)Of - r-- Optlone.l GClble r ~43> Connection Option -.:l.... t~ t= I. "-~' ~ UP TI] AND INCLUDING 16'- 0' ~ 15 ~ Me. e-rlClI 0 tlon ~ t: ~~ ~ ,.... '\ (\I/i 1 ,,-~y :- r---- t;f _1~~ UP Tf] AND INCLUDING 40'-0' /-@ Mo. terlo.l Option MQte-~ Option @connectlon~ ) / I-- ~iL-, UP TI] AND INCI UDING 40'-0' -; -~ ----- Connection Option / A ------- ~, ------ fS1\SECTION 1 wi LEAN-TO OPTION \]71/4'-1'-0' G)FRONT ELEVATIONn 1 114' l' 0' ___ ;:----- ~ MOo terlo.l Mo. te-rlo.l Option Connection Connection Option T4) ~en ~Ion?' Mo. ter!a.l Mil terlo.l Option Option ra, "":--- , / ....-{~ Ne eel ONL V 'Jlth Nf'E'de-d ONL 'Jlth G,c.l~y~~oIS i lCY-O', ,.~.. _, '. . _ _ _,_,.. . . ~~~l~)'~~dS ~ 10'-0' C -<Con<!eC11 ~ /- \ .......... Op~, Mo.terlo.l Ii:\ ~ OptIon IlY "Materlo.l Op~ REQUIRED IN TrIE SIDE 'JALLS .....HEN THE DISTANCE TO THE START lJF" THE BEND IS EQUAL TO OR GREATER THAN '-0' Connection ~ ~on '\ ~.~ ~ 1/ .. -. ..-......" ,.. -... . - ., u_. ,.. -..--... '_..,. .._... u___ ._j V onnectlon Option CC> ~ Mo.terlo.l Dptlon i i~ Conn Mo. ter!o.l ~ Optlo onnectlon -- :::L-.....-- O~t!o~ ~ \ OptIon ~tl~ . -+-~ '-............/ Mo. terlo.l Option I ~IRED II THE V ~f: .....AlLS 'JHEN THE DISTAN E TO THE START Of" THE BEND IS E UAL TO OR GREA TF ~ Tl-\AN 9'--0' I~/ Mo:terla.1 Option ", n__ ,/ ~-- 25'-0' I '--'..---.----J 1 0. terlo.l Option ~rlo.l Option @ Mo. terlo.l DPrOn ~rlQ.l Opt MQterlo.l Connection . Conrnedlon /:!;J Option Option ~OpltJon ~ Connection ~==---'--~ II ~ ~ / / \ J ~ iB)lj '--......./ Ma telrlo.l lJptlion , ~ ~ 4'-0' ~ 4'~_} 4'-0' },~lL { _________..__n_JJf:'..J:ll..AlItll INCI UDING 80'- 0' u _________ ~ 4'-"Lr 4'-0' 4'-0' f\'i: E ELEVATION ~1I~ ~ I 310'-3' ._______u~ v v COLUi1N r/::) O~~I~~ I / rv ~VO ~. IA fOL ._~ ~ < citl,':.I~ ~ T p, ALL PL"" ~: SCREW' MATERIAL<E),,~ "J f":' ~ SCREW'MATERIAL(D TIE PLATE /V ~ 5, JAW'-EYE TURNBUCKLE MA TERIAl . 00/ ~ s ~ Mo. terlo.l Connec tlon Connection ~ Option ~~on (-=-~ OptlOln // '<Y ~~~ 11~__ ---- "\,--------/ is).// Mo. terlo.,l Option \.__/ 1"0. ter!Cll Connlectlon Option ~P'itlon ~ II~- \.11 ~ -=- II ~./ Mil terlo.l Option Connection ~ "'-J Connection Option ~~ ~/ iliA TERIAL OPTION (A) TIE PLATE iliA TERIAl OPTION (10 SCREW' (E) Q Q Q L____, , 315'-31 r'-""'----'-~~~-----------..-..---~"--~-.,-'-~----.----'.-~---..---------.-,- -1 MA TERlAL OPTION (K) /I MA TERIAl OPTION <A.B) BASE -. D) LEArN- TO CONNECTIONS E) 1W - 17~ CONNECTIONS t'--tl: l:~.r~ &.. Connec tlon ~~<t> -..-... co CTION ~ OPTIONS ~~ \ ~ A , MA1l:RW.. OPTION (H)~ ( . 1""TERIAL. OPTION (H)~ ' IMTLRlAl OPTION (A) t- . V-- CONNECTION OPTION (8) --- 1/2- BOLT AND WASHER MA1l:RW.. OPTION (A) lIe" ANCHOR BOLT CONNECTION OPOON (8) MINIl-<<JH [J'" 2-1/ 4' IMBEDDED IN CONCREr "--..... ______ USE (1) VITHIN 6' or COl IJMNS 1.25- MIN. :ff "- [, -k~ ~ t:; ~ - - ~tIN. CONe. SLAB, 3 0 P,S.l. IJ:lI ,'fU - f::'::' I '51 .::l . 'IT -i'..' '. .8 '" 4S. :-- \. '" 6' )( 6' 10 GAUGE REINF'ORCING" E I'lESH - I ~---- \. 2-iS REBAR CONTINUIJUS ..f 12' ~ NOTE. <AL TE:RNA m F'lOCR MESH CONe. W'ITH NO REINfORCING W'IRE MESH.) .. ?" fl iT <= I It,-,. TIE-DOWN ANCHORS (30.09- LONG) AT 4-8- O.C. MAX. MINIMUM EMBEDDED DEPTH SI-W..L BE ~, - IN UNDISTIJRBED SOIL -- G) TYPICAL CABLE CONNECTIONS ~ . , MATE~W. Of'OON <^}--.__ MAl'ERlAl. Of'OON (H~ CONNECTION OPTION (~ ~ E-- - "'-\ - - 4-];- MIN. CONC. SLAB, 3.000 P.S.L .. I ~ ~ w ,1'-' ~ I iI .::l I 4 \ IL::." ~. \ .Q 4S. :- . \. .. 6' )( 6' 10 GAUGE REINfORCING W'IRE MESH I '.'--......_~~ 2- i5 REBAR CONTINUOUS .{ 12' -}, t-IJTE. <ALTERNATE. nOCR MESH ClJNC. W'ITH NO REINFORCING W'IRE MESH.) A , MATERlAL 0P1l0N (H)~ 1/ 4' x 2' x 2' ANGLE, 3' LONG W'ElDED TO BASE f"RAME AT EACH COlUMN h4ATERlAl 0PTl0N W ~- 40' ,- 3' 1/2' ANCHOR DOLT MINIMUM or 2-1/41 IMBEDDED IN CONCRETE USE (1) W'lTHIN 6' !F Cl1UMNS 1/2' ANCHOR BOLT MINIMUM OF 2-1/4' IMBEDDED IN CONCRETE . L------- USE (1) W'!THIN 6' !F C[1UMNS , J EXl'STING CONC ~LAB " CONNECTION OPTION (B)~ 1.25' MIN. ~ , ';:;U E';lLI;;" LIT ,~ [1[1 ~ .TRUSS DESIGN GENERAL No-rES GENERAL NOTES: 1. AlL CONC. WORK SHAll BE 3,000 P.S.!. AT 28 DAYS. 2. MINIMUM SOIL BEARING SHAll BE ASSUMED AT 2,000 P.S.F. J. All CONSTRUCllON SHAll BE PROVIDED IN ACCORDANCE Yt1TH TI-iE FlORIDA BUILDING CODE 2001 EomON AND AseE 7-98 WIND COOES FOR 110 MPH FASTEST MILE AND 130 MPH. 3 SEC. GUST AS WELL AS OSHA. AlSC CODES AND All APPUCABLE LOCAL REQUIREMENlS. !HESE PLANS INCLUDE DESIGN FOR All WIND SPEEDS UP TO AND INCLUDING 130 MPH. .3 SEC. GUST CONDITION. 4. All SIDING AND ROOFING TO BE MINIMUM Of 29 GAGE ATTACHED TO !HE COLUMNS AS SHOWN AND CONSIDERED TO BE A MIN. OF 3 SPAN. 5. REQUIRED DATA PER (FaC 1606): IMPORTANCE F ACTOR.........................SEE CHART. BUILDiNG CA TAOORY..........................(1) WIND EXPOSURE.................................SEE CHART GCPI..... ............ ..... ................... ..... ...... SEE CHART C:OMP. &; ClAD DWP..........................SEE CHART BUILDiNG ClASSlflCA TlON...................IV (UP) 6. SEISMIC ZONE DESIGN CATEGORY 0.2a SPECTRAL RESPONSE................B 1.08 SPEC'TRAl RESPONSE................B 7. DESIGN LOADINGS: DEAD LOAD ... 2 PSF. U\IE LOAD == 12 PSF. WIND LOAD ... PRESSURES rROM 130 MPH. J SEC. GUST. 8. All WINDOWS AND DOORS SHALL BE ATTACHED TO !HE METAL fRAME UTlUZlNG i- xl. lONG SElF TAPPING METAL SCREWS LOCATED AS REClUIRED PER !HE WINDOW OR DOOR MANUF ACl1JRER IN UEU Of WOOO CONNECTIONS. 9. NO INSERT REQUIRED IN RIDGE FOR 20'w AND 9'h OR LESS BUILDINGS. COMPONENTS AND CLAOOING PRESSURE CPSF) *(1"'0.77, eltD""B. 0001...0.00 (0)). vaoo~ ZONE 1 120 MPH -15.20 130 MPH -17.84 ROOF 2. - 26. 72 -31.36 -2.3.11 -27.12 WAllS " -.38. 35 -4-5.01 +15.70 +18.4-3 -17.60 -20.65 +16.41 +19.26 (D) 12)(1- TEl< SCREWS (TYP.) \-------~ . TRV~ (TYP.) ~ I ~ Ir --------::::JJ \. "-.. (F) 14X7/8- TEl< SCREWS (TYP.) ~3L~"u.. " . -- _,~n_ , 'C~ " " " II :':':1.: = ~) (' 1 . \, (0) ,2)(1. me """"" ~,)~ 1 SECOON - SCREW PATr'ERN MA TERIALS OPTIONS Cr~ART A 2"x3"x12 GA. (14 GA. 0'-20' WIDE BUILDING) TUBING: YIELD 50,000 P.S.1. TENSILE 55.000 P.S.1. = OR > 2"x2" TO x 14 GA. TUBiNG: YIELD 50,000 TENSILE 55.000 P.S.I. 1.75 x 2.75 x 14 GA. TUBING: YIELD 50,000 P.S.1. TENSILE 55.000 P.S.1. = OR > 12X1" TEK SCREW P.S.1. B c D E = OR > 14X1 1/4" TEK SCREW F = OR > 14x7/8" TEK SCREW / LAP SCREW G ~" THRU-BOLT A325 GRADE STEEL OR EQUIVALENT: H 29 GAGE 36" WIDE ROOFING: YIELD 80 KSI. = OR > 20 GA. GALVANIZED TP15 TIE PLATE 1 13/16"X5" OR SIMPSON STRONG TIE A-21 2"x2"x i"x2" LONG ANGLE: YIELD 36KSI J K SIMPSON TIE PLATE TP47 OR EQUIVALENT L t" WIRE ROPE WITH A ~" DIAMETER JAW AND EYE TURNBUCKLE = OR > t THICK GRADE 36 TIE PLATE 6"x6" M N = OR > t THICK GRAD~ 36 TIE PLATE 6"x8" /1, /" ./ /l 1\ lif} ,,1,0 OJ~~ !\/'~?II, I, ~ \ 1-; A ~J' J v'f\ l"~ 1/\ t/,\ ,~ 'I "r ' 1/ B-1 t: {~:' ,:' ~D . CHART N. os 02.DEC.02 ~" REVlSlONS~V . BY DA TE . DRAWING "-.::'::__~_ ~ NOT VAUD UNLESS " , ". , . .,', ,'. ~ EMBOSSED WlTIi . ARO/. J,,.';~eBR-ARA,~, P.E: ENGiNEER'S SEAL AND :"fLA.;:,~t"~iNEER NO. 11985 ORIGINAL SIGNATURE REC EIVED ORLANDO STEEL ENTERPRISES; 13640 S.E. 31st A VENUE PI AM~!'~~f, nFD~RT~,!!FNT SUMMERFIELD, FLORIDA 34491 -~' " '-"I' I ,.~ ''';: 1-800-222-3659 Ci iY OF vL.L;.rs"~\ftk~~ ENGINEERING & ORLANDO STEEL ENTERPRISES, DRAWINGSC INC, , . , r flit lP.# if~, ~ t \" l; ;}J JtH 1. (:) 2003 ;?~l<:. ;: .-'" : -\ i''-(~ :,' .~.: /, ", OPTION IV . OPTION I FOUNDATION OPTIONS (ANY OPTION MAY BE USED) ~ OPTION III TUBING V ARIA TIONS A T SECTION A - A SCALE: 3/4- - "-0. COPYRIGHT 2002' 'NO. ' . -.;;... . AP' FILE NAME: C:\ 1 Corports\Orlondo Slteel Enterprises\ 130-C48-0-40.dwg ( 130.-C48-Q-40 ~;,,>,L, ~iJr~: ( ~ Bast Copy A valtable -r .' ~,. ..,; I!l <Dr ~ FERRARA ENGINEERING, INC. , -;'0 200 WEST WISCONSIN A VENUE . r: DELAND, FLORIDA 32720 P.O. BOX 2948 386/734-8'792 ~ PlANNERS.. OONSUL 1JNG El'!GINEERS · TESTING Carports Master Plan In Florida DATE: 08-19-02 PROJECT NO. GF SCALE: 1/4- == 1'- 0" DRAWING NO. DRAWN BY: DS 1 of 1 t "'0. t.rlo.l Option ~ Ho.t,rrlo.l Option /' ~~~~ ~., "'-- . ~----.... Sk:Inag Op tionc~ AS"l'llbl~d SO-I'll' As Roof' / Ma.t.rlc.l ~ctlon Option t~l Goble- .-----~~~--.-,...-- ----.--1 ---.J@~--J(Y (f)~=~..J@ ~ 0 / C~c:tkln Option MaterIel Optlon \ I \ I \ I \ ! ~t Size~X OlD \ ','/ / /' -- \\\\ V ~ Partially Closed Enclosed I \ I \ I \ " --- r-G>. \ ~=Cp~-~~.'~~/~.~~~::;~~~ / . " I I / 1 I I 1 I I 1 I I 1 ~I \ I , I ~ MG t.-1"'lc.1 / \ Optlon /\ //V H4 tWrk1 \ / Optlo \/ \ \ \ \ \ \ \ \ \ \ r INDICATES ANCt-m BOLT [R ANCH::P. \vSTEM 1 \ ~~~\ c.m.~~k;n _ _~_. .~.~~:}=::.~ ~~'_Cp~~~ @ Mo.1el"'1o.1 Optlot-l Ma. wrk11 . Option .(j} Ma terlo.\ Option MQ t..7' 10.1 Option @-"., '- SConnectlon Option ~ ------ . I I. ~i=t' )'._""..1'::Ir , ,_ , _ :.r-~ LPJD. ,AND ..Dn.unWU-.1f{:..Jl. '- -. -- -- -~- ~.,~- .~__._n_______---LE:'.JD._NJ.1L..DI.':LUDINi~~______~ --- UP..IO .AM1LlNC.LUD.lNii~O'=.o' ,_ _ , / ~rf. \ , @\ L-Jr'1O. t.rlo.~ \ Option \ \ \ \ \ \ \ \ \ \ ~ He. 1.1"10: \ Option \) Me t..rlal y- I I I I I I I I I @ I ~ t..rlo.ll \ Option I , I I 25'-0' ~E'J~ONT ELEVATION 'l7I74' = 1'-0' auSE~ 1 wi LEAN-tO Or~fI01L Q7f74'=1'-O' ~ Orfando Steel Enterprises, Inc. authorizes UN of this plan at the following location. Any attempt to use thJs plan at any other location Is prohibited and approvallhould be denied by the buil~ing depl .4 t.tr rln I Option s- .::i [i.lL Y \11th Go Ends I 10'-0" O.c typo F" ooodo. tion Option (I, II. III, IV) ----... Mot.rlal /.(bl Op tlon Conn.ctlon OptIon ..- '-{<O Ho. t~rlo.l Op11on -..L, (O ,6(!) "Q t.rlo.l /W Option COf"II'llrctlon ~ilo~ I'!at.rlal Option If\.. -' ~----,.- REQUIRED IN THE SUIt: VALLS Vl-EN TI-I: DlSTAl'<<:E TO TI-I: START [J" THE BEND IS [QUAL TO GREATER THAN '-0" \, / t$J M.o. t.rlo.l Optloo I I .. --- I Me. brlo.l ~ Option @ Ma t.rlc:ll OptIon Cont'IIPctlon " "If, Optllon ,<~ L::l~_YIEW Q7f74i-;---P::Oi L l_-"-~.,r p "'~..-,r~~"~.;;~~i.~_~_ ,r_.~~. ,r --~-.4 GENERAL NOTES GEHER,I..t. NOlES: 1. ALL CONe. WOOK SHAll Bf 3,000 P.s.1. AT 28 DAYS. 2. MINltwlUM SOIL BEARiNG SHALl. BE ASSUtJ.ED AT 2,000 P.S.F. 3. ALL CONSTRUClICt-i SHAtl BE PRO~OED IN ACCORDANCE fI1TH THE FlOOSDA BUILDING C<<l€ 2001 EDlTl()~ AND ASa. 7-05 WINO COOE:S FOO 110 MPH FASTEST MIlE AND 130 IIWH. 3 SEe. GUST AS ~ll AS OSHA. AlSC COOES AND All APPlJ('AlE LOCAL REQUIREMENTS THESE PlANS INCluo( [)(SIGN FOR ALl WINO SPEEDS UP TO AND INCLUDING 130 MPH. J SEC. GUST CCtIOlTlQ>t 4. All SIDING AND ROOflNG TO BE Wfl'.'!~U'" ~ 2g GAG[ ATTACtIED TO THE oo..UMNS AS SHOWN AND CONSlDffiED TO BE A MIN. OF 3 SPAN. ~. REQUIRED DATA PER (FEC 18(6): 1"'~OflTANCE FACTOR.........................SEE CHART BlJlL.J)4NG CA TAGOOY........... ...............(1) WIND EX?OSURE.................................SEf: CHART GCPI..... ........................ ..... ..................S€E CHART COMPo .t ClAD D'IR'..........................SH CHART BUfL.J)4NG ClASSlFlCA nON...................IV (UP) 6. SElSM'C ZONE [)(SlGN CATE~Y 0.2. SPECTRAL RfSPOOSL..............B 1.0. SPECTRAL RESPOf-lSE................B 7. DES/atl lOADINGS: DEAD lOAD ., 2 PSf. U~ LOAD ., 12 PSF. WINO LOAD .. PR{SSURfS FROU 1 JO MPtI. 3 SEC. GUST. 6. AU. WlNOOWS A."ID O(X)RS SHAll BE ATTACHED TO THE METAL FRAME UllUZJNG ~.. xl. LONG SELF TAPPING METAL ~EWS LOCATED AS REQUIRED PER THE WINDOW OR DOOR MANUFACl\.IRER IN UEU CA" WOOO COf'~NEC110NS. 9. NO '''ISERT REQUIRED IN RlOOE FOO 20'w AND S'h OR LESS BUlL.J)4NGS. WALlS 120 MPH -15.20 130 ltl?H -17.804 -Je.~ -45.01 '\-- +15.70 +16.43 ..., -17.80 -20.M ,- +18.41 +lg.26 -23.11 -27.12 -26.72 -31.36 ,",,_'-,~-,'O< <'&11,,,,,, _"'" ,*~'.. ..~,,,,~h '.'-'.,l (0) 1lX1. TEl< ~;rs (TYP.) (F) 14X7/1I. TEl< SCREWS (TYP.) 1''-. TRlJSSjPOST (1YP.) '\---__ROOF' C>>:l.y \ '-. \-- \ '- //"-- \ --. - " /' '--... \ \ ~~~.~':~., I~...... '='~7"'-," -.:=1 I ==__."'~_ __~ !~ ~ ~,___~_ U:=s:.___~_. ~~~___._-.s;_~ . . ~----~ -....:=: ~.:~_..:.._~ --==-~~~----- ---- =.,.- - -- - -- - - _._--~ -~_._.- -----. - . . . . - - - - ~--------- ---~- .....::;---~- ~ -;:: ~~-:;::;... ..=_-=---~-~-...;::..:.:.':' . - -- . . . . -.. ~-'::.:..':-_-= -:::-=-~:o -_~~~~~.- =-- _:: - --:.. - . - ~ . . . . C-.li- ---~=Ir-=~~ - If -~ II -,I ~~...=...X~-! (0) r-' '_..~~~/ (F) 14X7/8- TEl< ~ (T'tP.) '", \ '" \ Sf~J.-=_S~DL~ @/ MQ t~rk:l.l Option MATERIALS OPTIONS CHART I I 30"-3' A 2"x3"x 12 GA. (14 GA. 0'-20' WIDE BUILDING) TUBING: YIELD 50,000 P.S.1. TENSILE 55.000 P.S.1. = OR > 2"x2" TO x 14 GA. TUBING: YiELD 50,000 TENSILE 55.000 P.S.1. 1.75 x 2.75 x 14 GA. TUBING: YIELD 50,000 P.S.1. TENSILE 55.000 P.S.1. ~___...c_,_,~ .'"'--' _ .__ = OR > 12X1" TEK SCREW 8 ---- ,------- --~~---~----~~~~~-_._-~~-~~-- ::::", c TIE Pt.A TE MATi:RIAL 00-' K SIMPSON TIE PLATE TP47 OR EQUIVALENT o "- ',- CCLlH~ G ~" THRU-BOLT A325 GRADE STEEL OR EQUIVALENT: P.S.1. E = OR > 14X1 1/4" TEK SCREW F = OR > 14x7/8" TEK SCREW / LAP SCREW RH'TER c1" 3 SCRf.VS M.\T[IU~ ([) (ij)/ Ma tt'rlnl Op1:IOMl TII: PLATt MJ\ TERIAl _ IPTlIJ4 00 SeRE'" ([) M."> TUl:IAL O"TIOI (A) M.'TElU~ IPTOd (A) filA TDUAL_ IPTIiJ'oi (A) ----, SCP.E\/ MATERIAL<E) mo TIE f'Ul. Tt 0 ~ Ti:IUAL <D 0 00 29 GAGE 36" WIDE ROOFING: YIELD 80 KSI. = OR > 20 GA. GALVANIZED TP15 TIE PLATE 1 13/16"X5" OR SIMPSON STRONG TIE A-21 2"x2"x I"x2" LONG ANGLE: YIELD 36KSl MA TDUAL... OPTDl <0 --- (INSERn 35,'-3' H - MATtRlAL OPnr:t1 00 ~/// 7 M.-' n:RiAL / OF'TlrJ.I (G) I MA TERl,t,1.. CPTD'J (.1) Ma tt'rlo.l /--@ Option J c1" 3 SCJil:["'S MATERIAL (D C) TY"Ir~L RNTER/POS CG:€C~.lS Conn4Pctlon / . '-(/ ~ OptIon L I) TYPICAL cn....lj TO lASE SlllE tDN:CTlDtIS ~'" ~C; ~ D) LEAN-TO CCN-I:CTICJ-lS [) 10' - 170'" COtKCTDIS OPTIONS Con~ctlon ~ G) TYPXCAL CA:JLE Cfltf-lECTIDNS ~. Me. tt'rlo.l Option t WIRE ROPE WITH A !" DIAMETER JAW AND EYE TURNBUCKLE = OR > t THICK GRADE 36 TIE PLATE 6"x6" '- M 1---114' x 2' x 2' ~~/_3' LONG.... / 'WELOCD TO BASE rRN'lL AT [ALH CCLUMN / 1- 1/2' N\'OUl BQ.. T ! / / MOOi'U'l or 2-1/4' I)olKDDE:D .,IN CCJlCRnE . / us[--'U...i'lIi:l1lL6~--"LI.H~ / _ "_, _ G _ 4~MIN. COt-l(:. SLA' , 3,000 P.$.L ~ .~ WiTER~J.. Of"ii(If>j (A) w,1'ERW. 0f'TlCtJ (H)., '-.. M,~1EJl'm. 0Fl10tI W M,<\JERW.. 0P1"i0H W---- lI'",'~.L ClP'iiCIH (H}." 40'-:3' 1/2" A.'O-I:R Itl.. T Kl~ CF 2-V4' II"lJ:[DDED IN C ____ ~..1Jl.....WmW~.-'~~ WJERAl., Clf'11Of4 (M)..... ". ,,-- -- Wi~i 0f'1'lC+j W 1/2'" NDDl IOl T MINIM.J-l or ~-1/'" IMKDOCO IN CCN:RrT[ " u.Y._QL~lna~JL.c.l1..LU:i DESIGN N = OR > i" THICK GRAD~ 36 TIE PLATE 6"x8" C()to'~Cl'l()N 0f"Tl0N (~ COOlECOOtJ 0f'11Clt.l (8) ___. '. TRUSS ,.-' --- CfJMIiECTlOtl Of'11CJtol (8) 1/2" SOl T AND w'~SHER 'K- ~ I " 45' \~ " J( " 10 GAlXiE REINf'IFCING \afIRE M(SH '- t 2-15 RtBNl C(J.mHUJUS ORLANDO STEEL ENTERPRISES) INC, 13640 S,L 31st AVENUE SUMMERFIELD, FLORIDA 34491 1-800-222-3659 FERRARA ENGINEERING &: ORLANDO STEEL ENTERPRISES. DRAWINGSC COPYRIGHT 2002 .-=N~ C~~T , ,~ OS 02.DEC.0 REIv1S10NS '-.G . BY DA TE ".n__ --'" '-',ji,!!,J"~~- '""-'" ....,.. "..---.,..-- ,,,,,,,, DRAWlNG PA' NOT VALlO UNLESS -------;:-.J E.."aOSSED WlTH . FERRARA, P.E. \.: ENGlNEER'S SEAL AND . FlA. ENGlNEER NO. 11965 ORIGlN AL SIGNA TURE '\X)lSTlNG tOiC $L'" ~ . Ti[-~ ANCHOOS (30.00" l.Ot.lG) AT ..a" O.C. 14'\'1(. I.UNlWt;l ElIIBf:OOED DEPTH SI-W.. IN utlltS1\JRSED SOtl ;- .12' i" 1lIJU'1 <AL T'ERJIlATE. FIltER MESH a::N:. "'lTH NO REINf'OOCING \afIRE M(SH.) OPTION IV HOTEl <AI.. Tt:Joi:NATE. fUER MESH ca-C. VITH NO AElN"DRCING "'IRE MESH.) bIt OPTION I OPTION ill II FOUNDATION OPTIONS (ANY OPTION MAY BE USED) TUBING VARIA TIONS AT SECTION A SCALE: 3/4G - 1'-0. A FILE NAME: C:\ 1 Corports\Orlando Ste~1 Enterprises\ 130-C48-0-40.dwg L130-C48-0-40 Best Copy A vsUab\e ",'~~_",...E. B-1 ^,it..~t~"",\,.;>_;;!;$'l';\,,~;~~_;,....i FERRARA ENGINEERn7G, INC. 200 ~ST ~SCOt-4S1N AVENUE DELAND, FLORIDA 32720 of P.O. BOX 2948 386/73-4.-8792 ~rr PLANNERS · COt-lSUL liNG ~NEERS · re:STtlG ~"'_ __,_~..,.:^,,___, ,_,_.,__,~_..:~.~....._-""__,_,.....""~_"^,_"."",<=~~,,_,,,,,~,,,'~~"'-'<.='-~f,~'~"""""~ Carports Master Plan In Florida DATE: 08-19-02 RMCT NO. Gf SCALE: 1/4. = 1'- O. DRAYi'NG NO. DRA'hN BY; DS 1 of 1