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<br />LINTel. LOAD C~ART ( 16" DEEP 8ECTION )
<br />CLEAR SPAN CONCRE1e U LINTS!. "POU.IERu &TES!. "POWER' &TEE1..
<br />BOX L.INTEL
<br />I' - 6' 4M1 Pt...P ( UNFillED ) 1010 Pt...P 1..-2 ge6~ PLP
<br />2' - 2' 343& PL.P ( UNFillED ) 6626 PL.P L.-2 6&30 PLP
<br />2' - a' rm PU= ( UNFILLED ) &~6 PU= 1..-2 ~9PU=
<br />)' _ 211 2332 PU= ( UNl=lL.L.1:O ) 4&0& PU= L.-2 4613 PLF
<br />4' - 0" 1&3& Pt...P ( UNFIUEO ) 3&3& Pt...P 1..-2 3699 PLP
<br />4' - 6" 1624 P\..P ( UNFiLlED ) 31'-4 PLP 1..-2 32&& PLP
<br />&'- 2" 2139 PLF .. 2146 PL.P L-2 .. 2364 PLF ..
<br />6' - 211 2711 Pl.F .. mD PL.P L.-2 .. 2400 pu= ..
<br />" - 0" ,~, PLF .. 202& pu= 1..-2 .. 2114 Pl.P ..
<br />&' - 01 n23 PLF .. '16& PLP L-2 .. 2213 PLP ..
<br />9' - 2' 14&9 PL.P .. 154& PL.P 1...2 .. tge4 PLP ..
<br />10' - Od 1354 PLF .. 1414 PLF L-2 .. 1819 PL.P ..
<br />10' - &" 1211 PL.F .. 132& PL.F L-2 .. nlO pU= ..
<br />11' - 2' 1200 PL.F .. 1230 PU= L.-2 .. 1629 Pt...P ..
<br />12' _ OU 1109 PL.P .. 111& PL.P L-2 .. 1&1& PLF ..
<br />12' - &' 1044 PLF .. lIt6 PLF L-2 .. 1436 PLF ..
<br />13' - 4" 13~ pU= .. P 13&' PLF L-2 .. SL - I \364 PLF ..
<br />14' - o' 1371 PU= .. P 1321 PI..F 1..-2 .. &1.. - I ~g PU= ..
<br />16' - o' 11&2 PLF .. P 104& PLP 1.-2 .. 6L. - I 1131 PLP ..
<br />1&' - o' 1016 PLF .. P &2& PLF 1.-2 .. &1. - I ~6O PLP ..
<br />18' _ ad 911 PLP" P 110 PLP 1.-2 .. 61. - I &93 PLP"
<br />2(;)' - Od &'6 PLP" I" Qo29 PLP L-2 .. 61. - I 1&4 PL.P"
<br />22' _ &d 1&9 pLF" P &23 PL.P 1.-2 .. 6L - I 606 pu=..
<br />
<br />.. - OENOTE& t& REaAR X CONT. PLACED IN BOTTOM COUR6E ANt>
<br />161 DEEP 6EAM POURED 6OLI0 WITH 2&00 1"61 CONCRETE.
<br />
<br />.. P - OENOTE& PRE &TRE6e>ED U LINTEL WIT14 ~ REaAR X CONT.
<br />PLACED IN 60TTOM COUR6! . 161 DEEP 6EAM POURED 60LID
<br />WITH 2&00 1"61 CONCRETE
<br />
<br />.. & - OENOTE& IN BOTTOM COUR6E . (6) - & / 16' &MOOTH &TIRRUp&
<br />AT &1 OC AT EACH ENO IN A 161 OEEP 6l!AM POURED 60LID
<br />WITH 2~0 1"61 CONCRETE
<br />
<br />4" CONCReTE &LA6
<br />MIN. 2!;oo P&I
<br />OVER 1REA TED
<br />COMPACTED FILL
<br />6X6 10/10 WWM
<br />(OR eQUAL.)
<br />
<br />I
<br />
<br />2-'S REeAR TIED
<br />ON CHAIR&
<br />
<br />
<br />TYPICAl.. MONOLln-llC FOOTER
<br />
<br />OBI. 2 X 12 t2 PIN! BEAM
<br />WITH ONE LAYER V21 PLY
<br />WOOD IN CENTER
<br />
<br />&IMp60N HEAT A24 OR EQUAL
<br />POURED IN TOP OP BLOCK
<br />COLUMN TO 6ECUR! BEAM
<br />TO COLUMN, PiLl ALL NAIL
<br />OOI..E& WITH 120 COMMON
<br />NAIL&
<br />
<br />
<br />6EE WOOD 6EAM
<br />TO BLOCK OETAII..
<br />
<br />STRAP ALL. TRUSSES TO WOOD
<br />BEAM USING , EACI-l SIMPOON
<br />1-410 CLIP PER TRUSS
<br />
<br />
<br />16' ~E BLOCK COL.UMN WITI-l
<br />(I) ~ REeAR POURED IN EACH
<br />CELL I=liCOM PAD BELOW
<br />
<br />L
<br />
<br />
<br />12' X 32d X 32' PAD WITH
<br />3 EACH ~ REeAA EACH
<br />DIRECTION TIED TO VERTICAL
<br />ROP& IN COLUMN
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<br />
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<br />
<br />16" eaUARE aLOCK COLUMN DeTAIL
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<br />11-Ie CLIENT UNOEf<&TANO& TI-lAT 11-11: DI:&IGNCR CA~~Il:& NO LIABILity IN&lJRANCe AND THEf<a=o~e
<br />AU~EES TO HOLD I-lA~ML.e6&, IDEMNIFY, AND DEFEND DESIGNER FROM AU.. CLAIMS, LO&&I:S AND
<br />EXPENeEe (INCLUDING l"tEA60NAeLI! ATTOl"tN&'f' FEE&) AAlelNG OUT OP c)R RE&ui..TING FROM THIi
<br />Fl"tOJEC'I'. TI-lE DEeIGNEf< WII.L IN GOOD FAI11-I ATTEMFT TO FROVIPS ERROR FRom CONeTRUCTlON
<br />DRAWINae, au'l' iN TI-lE EVEN'I' ERRORe OCCUR TI-lE DEelGNCR WII.L NOT BE LIABI..B FOR coeT OP
<br />REPAIR& OR DELAY' TO TI-lE CON&TRUCTION
<br />
<br />T
<br />i
<br />
<br />a" >< a'l >< 16" KNOCK OUT SLOCK
<br />TOP COAR8E WITH I .S HORIZONTAL
<br />1<:.>1 ~EeAR TIED TO ALL YERTICAL RODe
<br />
<br />
<br />
<br />60X 8TEa LINTELe OVER ALL WINDOW
<br />AND DOOR OPENINae, NO IS RE6AR
<br />REQUIRED ON 6EAM8 UP TO 24'0"
<br />WITH NO MORE THAN 6O~L6e PLF
<br />
<br />
<br />OFTIONAL FOWER eox LINTEL DETAIL
<br />
<br />~
<br />
<br />a" x a" x 16" KNOCK OUT SLOCK
<br />TOP COAR8e WITH I .S HORIZONTAL
<br />
<br />1'::,.,:.>1 ~EeAR TIED TO ALL YERTICAL RODe
<br />
<br />
<br />
<br />all x all x 16" KNOCK OUT aLOCK
<br />OVER POWER eTEEL L1NTELe, WITH
<br />I EACH .S RE6AR IN THI8 COAR8E
<br />WHEN 8PAN OF LINTEL 18 OVER 12'4"
<br />
<br />
<br />OFTIONAL FOWER eTEEL LINTEL DETAIL
<br />
<br />-~
<br />
<br />a" x all x 16'1 KNOCK OUT aLOCK
<br />TOP COAR8E WITH I I!; ~RIZONT AL
<br />
<br />I':~. >1 ~EeAR TIED TO ALL YERTICAL RODe
<br />
<br />
<br />
<br />a" PRECA8T LINTEL 6LOCK
<br />OVER ALL OPENING8. 1 EACH
<br />.S RE6AR IN THI8 COAR8E Wl-iEN
<br />8PAN OF LINTEL OVER !;'2"
<br />
<br />~
<br />~
<br />
<br />
<br />OPTIONAL 8T ANDAF<D PF<ECA8T DeTAIL
<br />
<br />INt eTUD WALL
<br />P. t. PLA TE ANCl-lO~a:o
<br />WITH eel Te AT 24' O.C.
<br />
<br />4' CONC~ere &L.Aa
<br />MIN. 2&00 P&I
<br />Oyf:R TJQEA TED
<br />COMPACTED FILL
<br />
<br />6X6 10110 l1A.LlM
<br />(OR EGUAU
<br />
<br />
<br />4"
<br />
<br />
<br />
<br />_________J
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<br />
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<br />1-1& ~J:eAR
<br />ON C~AIRe
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<br />12'
<br />
<br />NON LOAD 6EARING GARAGE FOOTING
<br />
<br />61MpOON MBI-lA',~/ll.2~" I-lANGER
<br />OR EQUAL FILL ALL NAIL OOLE&
<br />TO BEAM WITI-l IOD X I 112" TYPICAl..
<br />TRU6& NAILS
<br />
<br />I a/~'. A301 ANCOOR BOL T ~ &/&1 FROM OP EDGE
<br />OF BL.OCK WALL WITH MIN. 6u EM6EDDED
<br />IN 3000 PSI CONCRETE GROUT
<br />
<br />
<br />FlU-ED CEll (TYP)
<br />a" CMU LUI 3000 1"61
<br />CONe . LINTa. W/
<br />I .~_ MIN. LAP 301
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<br />61.. :2 X 12 t2 PiNE 6EAM WI~ ONE
<br />LAYER Inl CDX iN CENTER
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<br />eM/WALL CONN
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<br />2' 0"
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<br />210"
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<br />131 0"
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<br />NON LOAD eEAAlNG CO~ EarPII
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<br />4" eaow HOUeB FLOOR
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<br />ENTRY &LAS HINIMUM
<br />4" ea.ow HOUeB R.OOR
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<br />WITH 12" >< 32" )(3)" PAD
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<br />GARAGE FlOOR MINIMUM
<br />4' eELOW I-lOU&E FLOOR
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<br />. .1-1 _________ :a.'-O~..)(-1'-~'-GARME-DOO~---------- Ii. . ~.-
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<br />FOUNDATION 4 FLUM61NG FLAN
<br />
<br />1/411 = 1'011
<br />
<br />AU- FIXTURE I.OCATION& MU&T 6E VERIFIED I=ROM FL.OOR PLAN
<br />AND Ie THE RE&PON&IBILlTY OF PLUMBINc:. CONTRACTOR TO PLACE
<br />I=IXTUREe IN CORRECT LOCATION. PLUMBINc:. DRAIN LINEe ARE NOT A
<br />&TRUCTURAI- PART OF DRAWINGe AND MAY VARY IN FIEl-D WIT~T
<br />A..,."OYAI. ~OM INClINIM Oil "~,,p,
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<br />
<br />ARKAY eNGINEERING INC.
<br />&TRUCTlJRAI. eNGINEIER&
<br />
<br />RICHARD L.. KIDDEY P,E.
<br />FLORIDA L.ICEN6E NUMBER )m6
<br />II-4ERBY CERTIFY TI-lAT THE&E PLANS AND &PECIFICATION&
<br />WAS PREPARED BY ME OR UNDER MY OIRECT &UpERY1610N
<br />ARE IN COMPLIANCE WITH THE FLORIDA elJlWING CODE 2001
<br />FOR 110 HpH (3 &ECONt> 00&1) WINO ZON!-~ MPH PA&TE&T
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<br />LIVING 14<a,
<br />GA~AGE 408
<br />BN1PilY 64
<br />PORC~ 14g
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<br />TOTAL 2118
<br />
<br />PG
<br />:3 OF 6
<br />
<br />ARKA Y .. 73"fo
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