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<br />~ <br /> <br />LINTEL LOAD CHART ( ,~" DEEP eeCTION ) <br />CLeAR ~PAN CONCRETE U LINTEL. "POWER 'I eTEa "POWeR" ~TeEl- <br /> eox LINTEL <br />I' .. ~" 4~a1 PI-F ( UNFillED ) 1010 PI-F 1--2 ~e~' PI-F <br />2' .. 211 34~5 PLP ( UNFillED ) ~~2~ PLP L-2 ~a.30 PI-I= <br />2' .. a" 211' PLF ( UNFILLEP ) ~~~ PLF 1..-2 &&4~ Pl.F <br />3' .. 2. 2332 PLI= ( UNFILLED ) 450a PLF 1.-2 4~ 13 PLF <br />4' .. 0" la3~ PLP ( UNFILLED ) 3~35 PLP L-2 36'a'a PLP <br />4' .. ~" 1~24 PI.P ( UNFIl..L.!:D ) 3154 PI.P 1.-2 328e PLP <br />17' .. 2' 2'39 PLII .. Z146 PLP L-2 .. 21364 PLP .. <br />e.' .. 2. 2111 Pl..F .. 21<aa PI-F 1--2 .. 2400 PI.F .. <br />,,' .. 0. l~& 1 PLI= .. 202& PLF 1..-2 to 2114 PI-F .. <br />a'.. o. 1113 PI-F .. 116a PI-F 1--2 .. 2213 Pl..F .. <br />~' .. 211 148~ P\.F .. 1945 PLF 1-..2 .. Iga4 PLI= .. <br />10'.. 0" 1354 PLF .. 1414 PLP 1..-2 .. lal'a PLP .. <br />10'.. e" 1111 Pl..F .. 1325 P\.F 1...2 .. 1110 PI.I= .. <br />11' .. 2" 1200 F'I-F .. 12.30 PLF 1..-2 .. 1~2<a PI-F .. <br />12' .. 0" flOg PLF .. 1I1a PLF 1--2 .. 1~15 PLF .. <br />12' .. a" 1044 PLF .. 1116 PI-F L..2 .. 1436 PLF .. <br />13' - 4" 13<aa PI.F .. P l.3a1 F'I-F 1...2 .. ~I- .. I 1.3(,4 PI-F .. <br />141 .. o' 1321 PLP .. P 1321 PLP 1.-2 .. 61. .. 1 12<ag PI..I= .. <br />16' .. 0" 11&2 PI-F .. P 104a PI-F L-2 .. 61. .. 1 1131 PLF .. <br />la' .. o. 1016 PLF .. P e2a PI-F 1.-2 .. 61. .. I ~~o PLF .. <br />la'.. e" <211' PI..F.' P 110 P1.F 1-..2 .. 61.. .. 1 8<213 PI..F" <br />20' .. o' e1(, PI..F .. P ~2<a PLF 1.-2 .. 61- .. 1 1&4 PI-F" <br />~' .. el 1eg P\.F.' P !;23 PLF \.-2 .. 61. .. I 606 P\.F" <br /> <br />.. .. DENOTE6 '5 REBAR X CONT. PLACED IN 6OTTOH COUR6e ANO <br />16. DEEP eEAM POUf<EO WLID UJIT~ 2500 pel CONCRere. <br /> <br />.. P .. DENOTE6 PRe eTRE~eED u l..INTa. WIT~ '5 REaAR X CONT. <br />PLACED IN eOtTOM COUR6e . 16" DEEP eeAH POURED &oLIO <br />UJIT~ 2500 P~I CONCf<ETE <br /> <br />.. & - DENOrE& IN eOTTOM COURee . (~) - 5 I 16" &MOOT~ &TIf<RUF'i} <br />AT a" OC AT EACH END IN A 16" DEEP eEAM POURED &oLIO <br />WIT~ 2500 pel CONCRETE <br /> <br />INT &TUO WALL <br />P. T. F'I.A TE ANCHOR!:D <br />WIT~ 6OL.Ta AT 24" O.C. <br /> <br />4" CONCRETe 6LAe <br />MIN. 2500 P&I <br />OVER TREATEO <br />COMPACTED FlU- <br /> <br />e.X6 fO/10 WWM <br />(OR EGlUAU <br /> <br /> <br /> <br />4" <br /> <br />.. <br />.. <br />.. <br />.. <br /> <br />_________J <br /> <br />el <br /> <br /> <br />:.1 <br /> <br />o <br /> <br />\..., REaAR <br />ON CHAIR~ <br /> <br />121 <br /> <br />e" <br /> <br />:.Ic <br /> <br />NON I..OAD 6EARING GARAGE FOOTING <br /> <br />(1) 6IHP60N \41:1' A20 POUREP IN <br />TOP or: BLOCK COLUMN EACI-! e.IDE <br />OP WOOD BEAM. FlU. AU. NAIl.. HOLE& <br />WITH 10D >< I I '21" NAIL& <br /> <br />DBl- 2 X 12 lO2 PINE BEAM <br />WITI-! ONE LAYER 112' PI. Y <br />WOOD IN CENTER <br /> <br /> <br /> <br />ALl- ARCH FRAMING TO BE 2 >< 4 <br />lO2 &PRUCe MAXIMUM eTUDe e.?ACING <br />OF leo' W\~ \12" PI. YWOOD NAILED Eo' OC <br />W\TI1 ~D COMMON NAU. AU.. MATERIAL& <br />AfT AC\4EP TO BLOCK COI-UMN& TO BE <br />PlI<:E6eURE TREAreo. ATTACH TO 6LOCK <br />Ue.ING V4" >< , V4" TAP CON& MAXIMUM <br />6PACING 6" OC. <br /> <br />e.'tRAp ALL 'tRU6el:& TO WOOD <br />6EAM u&INa. 1 EACI1 e.IMF'e.ON <br />HIO C!..IP PER TRU6&, FIJ.!.. AJ.!.. <br />NAIL HOLE& WITH 10D >< I In" <br />NAIL& <br /> <br />16" ROUND BLOCK COLUMN <br />WITH (2) '5 REBAR POURED <br />IN cENTER FROM PAD BELOW <br /> <br />.-.--------------------------------....-.-.---- <br />1 <br />, <br />1 <br />1 <br />, <br />, <br />1 <br />I <br />I <br />, <br />1 <br />-. <br /> <br /><- <br /> <br /> <br />L' <br /> <br />ENTRY WAll. <br /> <br />L <br /> <br />12" >< '2" >< '2" PAD WITI1 <br />, EACH IS REBAR EACH <br />DIRECTION TIED TO VERTICAl.. <br />ROD& IN COLUMN <br /> <br />L> <br /> <br /> <br />. .. <br /> <br />AU.. FOOTING& AND CONCRETE FOUNDATION <br />PAD& MU&T Be 12" BELOW 1"11'11&14 GRADe <br /> <br />,~" BLOCK COLUMN DETAIL <br /> <br />THl: CLIENT UNOER&TAND& THAT tHe DE6fGNER CARRIE& NO LIABILlrY IN6URANCE AND tHEREFOR!! <br />AGREE& TO HOLD HARMl.Ee6, IDeMNIF'r, AND DEFEND DEe.IGNER FROM AU.. CLAIM&. L066E& AND <br />EXPEN6Ee (INCLUDING REAeoNA6LE AtTORNEY FEEe) ARIe.ING OUT OF OR REeut.. tlNG FROM THE <br />PROJECT. THe DE6iC11NER WILl- IN GOOD FAITH AtTEMPT TO PROVIDE ERROR FREE CON&TRUCtION <br />DRAWIN~&, euT IN THE EVENT ERRORe. OCCUR THE DE&IGNER WILl- NOT BE LIA6LE FOR coeT or: <br />l'O:EPAll'O:& OR DELAY TO THE CON&tRUCTION <br /> <br />aU x aU x 1~1l KNOCK OUT 6LOCK <br />TOP COAReE WITH 1 1& HORIZONTAl. <br />I.:,~ ~E6AR TIED TO ALL VERTICAL RODe <br /> <br /> <br /> <br />SOX 5TEEL LlNTEL5 OVE~ ALL WINDOW <br />AND DOOR OPENING5, NO tS RESAR <br />~EQUIRED ON SEAM€> UP TO 24'011 <br />WITI-4 NO MORe T~AN ~O~La€> PLF <br /> <br />~ <br /> <br />'4~ <br />'4 . ~, ... . <br /> <br />.." .. .... <br />~. '4 ~ <br /> <br />OFTIONAL FOWER BOX LINTEL DETAIL <br /> <br />HCl'O:IZONTAJ.. LINtEL ,~ l'O:EeAR <br /> <br /> <br />FOOtER '5 l'O:EeAR <br /> <br />R.OD CI-lAIR.& --Yl2~' <br />1< >l <br /> <br />RE6AR LAP DeT AIL.6 <br /> <br />4>< 4 P.T. PoeT ANCHOR TO TOP OF WAU. U&ING (1) <br />&IMP60N 1-I1:1'A20 &TRAP POURED IN l-INtS. AT EACH <br />e.IDE. &TRAp 6EAM TO PoeT U&ING (1) eIMF50N I-&T A24 <br />&TRAP I!ACH eolO!. FlU. AU- NAIL HOLE& WITH 100 >< 1 V2" <br />HAIL& <br /> <br />ROOF TRUe>& WIT14 4" BEARING <br /> <br />() <br />-~ <br /> <br />~ <br />-~ <br /> <br />() <br />~ <br /> <br />~ <br /> <br />4' e" <br /> <br /> <br />. <br /> <br />aU x aU x 1~" KNOCK OUT 6LOCK <br />TOP COAReE WITH I tS ~ORIZONT AL <br />1':,.,::1 ~E6AR TIED TO ALL VERTICAL RODe <br /> <br /> <br /> <br />all x all >< li&" KNOCK our 6LOCK <br />OVE~ POWER 5TI:EL LlNTEL5, WITH <br />1 EACH tS RESAR IN rHl8 COARee <br />W~EN ePAN OF LINTEL Ie OVER 121411 <br /> <br /> <br />OPTIONAL POWER eTeEL LINTEL DETAIL <br /> <br />4~' 4" <br /> <br />121 e" <br /> <br />J eH EGREee <br />. . <br /> <br />f (,'0" X (,'8" e.G,D. <br />. . <br /> <br />a" x a" x 1~1l KNOCK OUT 6LOCK <br />TOP COAR8E WITH I ts HORIZONTAL <br />1'::::1 ~E6AR TIED TO ALL VERTICAL RODe <br /> <br /> <br /> <br />a" PRECAer LINTEL 6LOCK <br />OVER ALL OPENINGe. 1 eACH <br />*S RE6AR IN THI5 COARee WHEN <br />5PAN OF LINTEL OVER S'2" <br /> <br /> <br />~ <br /> <br />OFTIONAL 5T ANDARD FRECA5T DETAIL <br /> <br /> <br />12' 0" <br /> <br />28 eH EGREl <br />. . <br /> <br />~I 4" <br /> <br />l-IOeE t <br />61e <br />I <br />. <br /> <br />'s V~T1CAI.. ROD& FROM <br />FOOTING& TO 60ND 6EAM <br />AaOVE <br /> <br />~ <br /> <br />N <br /> <br /> ~ <br /> I- ~ <br />. , I <br />: J <br />, " ,,~ <br /> . <br /> <br /> <br /> <br /> I-Ioee <br /> 616 <br /> I <br /> ~ . <br /> ~ <br /> in ~ <br /> ('('\ <br />~ ~ . <br />-01 0 <br />{() <br /> i. <br /> ~ <br /> .", <br /> <br /> <br /> <br /> <br /> <br />16' X Ie.' ~LOCK COLUMN. a' 4" <br />UJIT\.l Ii' >< 3:1" >< 32" PAD UJIn1 (3) <br />~ REeAR EACH WAY' TIED TO (4) <br />VlERTlCAI.. RODe IN COLUMN& <br /> <br />1110" <br /> <br />1; .J <br /> <br />II' 4" <br /> <br />I <br />"- <br /> <br />_ ~ ENTRY &LA6 4" 6El.OW <br />H~I! t=INI6H F!:.OOR- <br /> <br />414" <br /> <br />141 <br /> <br />2~' 4" <br /> <br />4<a' 4" <br /> <br />,. <br />@ ~ <br />UJA ('('\ <br />l-lEATER <br />L. _ , <br />I <br />I <br />I <br />, ~I <br /> ~I <br /> I~ "t <br /> ~~ 1:: <br /> ~I <br /> <br /> <br />FOUNDA rlON " FLUM6ING$ PLAN <br /> <br /> <br />~ <br />:> <br />'" <br /> <br /> <br />() <br />~ <br /> <br />___________.J <br /> <br />NON LOAD BEARING MONO <br />aARAG.1! &tEP FOOtiNG <br /> <br />WA614ER <br /> <br />\~I 4" <br /> <br />GARAGE eLA6 MINIMUM <br /><4" BELOW HOU6l: 6LA6 <br /> <br />,...-, <br />rn\lI)J} (Lc~(l 3JnLl ~JL <br />iJl71 rJ. jr-\ 0;(.1 '6~ I ~C, <br /> <br />16 0 X 1 0 GARAGE DOOR <br /> <br />2010" <br /> <br />1/4" <br /> <br />- <br />- <br /> <br />110" <br /> <br /> . . .- -- - .- <br /> . . . . <br /> D6L. 2& eH EC!lREee D6L 2& eH EGREee () <br />() 2' 011 a" FAN WINDOW, II " e" a" FAN WINDOW <br />110 N <br /> ,.----- <br />~ <br /> <br />ALL. FixtuRE LOCA tION& MueT aE VERIFIED FROM FL.OOR PLAN <br />AND I~ Tl-IE Re&PoN~lelL.ITY OF PLUMelNG CONiRACtOR TO PLACE: <br />FIXtuRE~ IN CORRECT LOCAtiON. PLUMelNG DRAIN I-INE~ ARE: NOT A <br />6TRUCTURAl.. PART OF DRAUJING~ AND MAY VARY IN FIELD U)ITI-IOUT <br />APPROVAL FROM ENGINEER or: RECORD. <br /> <br /> <br />~ <br />1- <br />('('\ <br /> <br />IS.) <br />-01 <br />('('\ <br /> <br />I. <br />I <br />I <br /> <br /> <br />(() <br />!n <br /> <br />() <br />G) <br /> <br />l-Ioe,e <br />BI6 <br />I <br /> <br />~ <br />"t <br /> <br />2-' 0". <br /> <br />ARKAY' ENa.INEERINa INC. <br />eTRUCTURAI.. ENGINEER& <br /> <br />RICHARD L.. KIDDEY' P.l:. <br />FLORIDA LICEN&I! NUM6ER )'~a. <br />I H~aY C~TII:Y THAT THEel: PLAN& AND &PECIFICATICN& <br />WAe PRePAREO ay MI! OR UNDER MY DIRECT 6\Jp!:Rvl&ION <br />ARE: IN COM PI-lANCE WITH THE FLORIDA eull..DINa CODE 2001 <br />FOR 110 MPH (3 eECONO a,tJ&T) WIND %ONE~~ MPH FA&TE&T <br />&PE!:O <br /> <br /> <br />o <br />I'- CJ) <br />o z <br />~ CJ <br />o I'- (I) <br />~mlll~~ <br />cncC~&j..J <br />~~~~C( <br />V5rocC><~ <br />wooeLfUJ <br />QOlQ:: :E <br />~~~oJ::~ <br />.-:1:.. 0 <br /><Ccn~~~ <br />3::)ON..J <br />>- II) <C <br />Q~~Ni= <br />~!~:~ <br />o - <br />[f ~ <br />o <br /> <br /> <br />i~~~ <br />U:~81 <br />~ ]i~~ <br />~i ~d~ <br />~_.. ~n: <br />_ r ~ ! <br />~- ca 3, <br />lui I ~t4 <br />>- ~ z-u 0- <br />~ ~ ~!~] f <br />d :f 0- <br />~ _'Jl <br />· \0 u.. -l <br />~~o <br />ild <br /> <br />I <br />~ <br />G <br /> <br />~ <br />~ <br /> <br />~ <br />-<t <br />o <br /> <br />~ <br />a <br /> <br />~ <br />~ <br /> <br />9 <br />~ <br />~ <br /> <br />~ <br />~ <br />(l <br />o <br />z <br />~ <br /> <br />~ <br />I <br /> <br />~ <br /> <br />- <br />- <br /> <br />~~ <br />""~ <br />~~ ~ <br />~;t~?i <br />~ ~ ~ l:l <br />~ ~~~ <br />~ ~~~ <br />a ~~~ <br />~:t~~ <br />l(~ <br /> <br />z <br />~ <br />Q.. <br />1: <br />1 <br />!\! <br />t- <br /> <br />LIVING 13'~ <br />GARAGE 424 <br />eNTfltY 28 <br /> <br />TOTAL.. <br /> <br />1826 <br /> <br />fOG <br />:3 OF 6 <br /> <br />ARKAY' '73~7 <br />