|
<br /> -~------- ----~--_._----- -'------ - - -- --~-~-~---
<br />I LINTEL LOAD C~ART ( 16" DEEP eECTION )
<br /> -'-T--~--'--'-'-- -
<br /> CLEAR ~AN CONCREiE U lINiEL "POWER" ME~-~- - , "POWER" &iEEL
<br /> I BOX LiNiEL
<br /> r . 6" 4~1 PLF ( UNFILLED ) 1010 PLF L.2 ~60 PLF
<br /> 2' - 2" 34}S PLF ( UNFILLED ) U26 PLF L-2 -i~u:::;--j
<br /> -~ --~--~_." -- ----- -~- ,-----~----- - - . ~...~_._"
<br /> 2' - 6" 1111 PLF ( UNFILLED ) ~2% PLF L-2
<br /> 3' - 2" 2332 PLF ( UNFILLED ) 4-~8 PLF 1..-2 _+ _4.>13 PLF '~j
<br />i --- .--- - -- .-'- _. --._---~
<br />, 4-' - 0" 1&3~ PLF ( UNFILLED ) 3535 PLF L.2 , 36~~ PLF
<br />i I t-- 3288 PLF - ,
<br />1 4' - 6" I 1624 PLF ( UNFILLED ) 3154 PLF L-2 !
<br />
<br />5' . 2"
<br />
<br />! 213~ PLF ..
<br />1 2Z11 PLF ..
<br />~
<br />
<br />I 2146 PL.F L-2 .. ---~-t~-~~------~
<br />
<br />_____~-~ PL~~-~"_ -~----i 2400 PLF" __~
<br />I 2114 PLF .. I
<br />I --~.~
<br />m3 PLF .. I
<br />
<br />'-------+---~------
<br />1~4 PLF ..
<br />
<br />6' - 2"
<br />
<br />, " - 0" \~1 PLF .. 2025 PLF L.2 ..
<br />i I
<br />, e' .0" 1 r23 PLF .. 1~b& PLF L.2 ..
<br />I i
<br />I -------~
<br />I ~' - 2" l4&~ PLF .. lS4S PLF L-2 ..
<br /> 10' - o' I \354 PLF .. 14!4 PLF L-2 ..
<br /> I _ _~__~~~__ ___o_~_
<br /> 10' . e" l211 PLF .. \325 PLF L-2 ..
<br /> II' - 2" 1 1200 PLF .. '230 PLF 1.-2 ..
<br /> +----~---,-, -
<br />
<br />12' - 0" 11O~ PLF ..
<br />12' - e" 1044 PLF ..
<br />13' - 4" 13~ PLF .. P
<br />141 _ 011 1321 PLF .. F
<br />16' - 0" 1152 PLF .. P
<br />:&' - 0" 1 1016 PLF .. P
<br />18' - 6" ~T1 PLF .. P
<br />20' - 0" e16 PLF .. P
<br />22' - 6" l&~ PLF .. P
<br />
<br />,
<br />I
<br />181~ PLF ..
<br />
<br />-- . ---t-----------------
<br />, 11\0 PLF ..
<br />
<br />--+-----.,-------
<br />, !6~ PLF ..
<br />-~--+--- -------_._~
<br />111e PLF L-2 .. +----,=15 PL~=--_~
<br />
<br />1116 PLF L-2 .. ,1436 PLF .. ~
<br />
<br />13&1 PLF 1..-2 .. &l. - I L______~3t>4 PL~:.____u~
<br />
<br />1321 PLF L-2 .. &L - I+--- I~~ PLF .._____~
<br />
<br />1048 PLF L-2 .. &L - 1 I li31 PLF .. I
<br />----t--~- ----1
<br />626 PLF L-2 .. ~L - I I ~ PLF .. I
<br />------t-------- ------. ~
<br />110 PLF L-2 .. ~L . I ' 6~3 PLF" I
<br />6~ PLF L-2 "~L---: IU--~-l&4 ~LF-..-----1
<br />--~---'r- -~
<br />~23 PLF L-2 .. &L - I ' 606 PLF"
<br />
<br />DENOiE& 's REBAR x CONT, PLACED iN BOiiOM Co...R&E AND
<br />'6' DEEP BEAM POURED ~L,D U.Jli~ 2500 P&I CONC~ETE.
<br />
<br />.. P - DE,NOiE& PRE &i~EUED U LINiEL u.Jti~ 's ~E8AR X CONi.
<br />PLACED IN BOTTOM CO\..R&E . 16' DEEP BEAM POURED ~LID
<br />~IT~ 2500 P&I CONCRETE
<br />
<br />.. ~ - DENOil:e, IN BOiiOM COURe,E . (6) - S I 16' e,MOOi~ &iIRRUP&
<br />Ai 6' OC Ai EAC~ END iN A \6' DEEP BEAM F'OURED ~LID
<br />uJli~ 2~ P&I CONCRETE
<br />
<br />1 EAC~ 5\MFWN l-l2,&
<br />CL,P AT EAC~ 2X4 TO
<br />2xe PLATE
<br />
<br />2 X 4 ANCJLE 6RACI'NCJ AT 4a" OC ALONCJ
<br />GA6LE END NAIL E'ND5 TO 2 X 4 6LOCK,Ne.
<br />UJI (0) !oD NAIL5 A T EAC~ END NAIL TO 2 X 4
<br />.JEB B~OC< NC:s j)'T.... (~) I&D '"OE NAll..o
<br />
<br />3 EA It!) COMMON NAIL5
<br />TI-IROUUI-i TOP CORD OF
<br />TR~5 INTO BARGE RAFTER
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<br />2X4 6ARCJE RAFTER
<br />24" OC AT RAKE OF
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<br />TOP COARSE WITH 1 II:; HCRIZONT AL
<br />REBAR TiED TO ALL vERTICAL RODS
<br />
<br />BOX STEEL LINTELS OvER ALL WINDOW
<br />AND DOOR OPENINGS, NO liS REBAR
<br />REQURED ON BEAMS UP TO 24'0'
<br />111TH NO MORE THAN iOOiOLBS PLF
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<br />OPTIONAL POWER BOX LINTEL DETAIL
<br />
<br />8: X 8' X '10" KNOCK OUT BLOCK
<br />TOP COARSE WITH 1 II:; I-IORIZONT AL
<br />REBAR TIED TO ALL vERTICAL RODS
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<br />OPTIONAL 5TANDARD PRECA5T DETAIL
<br />
<br />I
<br />
<br />ROOF 5l-lEATI-iINCJ
<br />~'tNEERED 5C16WR
<br />ROOF TRU66E6
<br />
<br />2X8 P,T. PLATED
<br />SECURED TO 60ND
<br />6EAM UJITI-i 112" X e"
<br />ANCI-ICR 60L T5 24"
<br />OC
<br />
<br />8" MINIMUM FORMED TOP OF
<br />BLOCK WALL AT SLOFE OF
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<br />CORD OF TRU66. 60ND
<br />6EAM TO I-1AvE I ~ ROD
<br />CONTINI.lO\.i6 TiED TO ALL
<br />VERTICAL ROD6
<br />
<br />2 X 4 ~ PINE RAT RUNNERS 10'0"
<br />LONCJ 5PACED 4a" OC ALONe. lUALL
<br />NAIL RAT RUNNER5 WITI-I 2 EACI-i 10D
<br />COMMON NAILS AT EACI-i T~
<br />
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<br />
<br />112" CE!LI'NCs GYF5UM
<br />
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<br />ATTACI-1ED TO TI-1E
<br />6LOCK WALL ~INu
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<br />12" OC
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<br />6LOCK END l.UALL
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<br />BALLOON SLOCK END WALL
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<br />NOT TO 5CALE
<br />
<br />THE C!.IENT UNDER&TAND6 TI-IAT TI-lE DEe.IU....ER CARRIE6 '""0 !.'Ae!I..IT'I" INOORANCE A....D T..EREfOI'<E
<br />ACs"EE& TO HOLD ..AR1"1LE6e, IDEMN,F'!', AND DEFEND DE&ICsNER FROM AU.. ClAll1e, !.06*e AND
<br />EXPENeE& nNCLUOINCs REAeONAelE ATTORNEY FEE6J ARlelNCs OUT 01' OR l'EOOL TINCs FROM TI-lE
<br />PROJECT. TI-IE DEelCsNER WILl.. IN UoOOD FAIn. ATTEMPT "'0 P""O',(IDE ERROl'< FREE CONeTRUCTlO!-'
<br />DRAWI~e, eu'" ,1'01 TI-lE EYENT ERRORe OCCUIQ TI-lE DEe.ICsI-,ER WILl.. "iOT eE L'AeLE 1"01'< coeT 01'
<br />""EPAI""e OR DELAY TO T~E CON&TRUCTION
<br />
<br />\~
<br />
<br />1
<br />
<br />8" X 8" X 110" KNOCK OUT BLOCK
<br />OVER POWER STEEL LINTE...S, WITH
<br />, EACH ':; REBAR IN THIS COARSE
<br />\tHEN oPAN OF liNTEL is OVER 124'
<br />
<br />30' 0"
<br />
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<br />4' 0" 5' 0" I
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<br />: H06E ,I
<br />
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<br />,
<br />
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<br />"'" /SRT'CA;... ROS,5 "RO....
<br />"00- "65 "'0 BONe BEAr-<
<br />ABO...E
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<br />OPTIONAL POWER 5TEEL LINTEL DETAiL
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<br />\ HCR!ZO~"'AL _I''"EL -5 REBAR
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<br />REBAR LAP DETAILS
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<br />INT eTUD WALL
<br />P,T. PLATE ANCl-1ORED
<br />WITH 60L re AT 24" O.C.
<br />
<br />4" CONCRETE eLA6
<br />MIN. 2500 pel
<br />OVER TREATED
<br />COMPACTED FILL
<br />~X& 10/10 lUWM
<br />(OR EQUAU_
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<br />
<br />ENGINEERED ROOF TRUSSES
<br />
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<br />USE (1) SIMPSON HET A 20 STRAP
<br />POURED IN BOND BEAM, FILL
<br />ALL NAIL HOLES 10DX 1 1/2" NAILS,
<br />
<br />< SOFFIT SAME AS OTHER
<br />
<br />lb" X lb" SQUARE BLOCK COLUMN WITH
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<br />ABOVE
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<br />PORCH &LA6 1"'INIMUM
<br />4" BELOW HOU6E &LAB
<br />
<br />GARAGE ~LAB MINIMUM
<br />4-" BELOW HOti6E &LA6
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<br />4" } 14' 8'1 "I
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<br />FOUNDATION 4 PLUMBING PLAN
<br />
<br />1/4"
<br />
<br />-
<br />-
<br />
<br />110"
<br />
<br />A..L FIXTU~E LCCA iO~S ML..5'" BE VERIF ED FROM I=..OOR P...A~
<br />A~D Ie. THE REe.pC"& BIL'Ty OF PLu:-,eINCs CO~TRACTC~ TO PLACE
<br />FlxTURE& IN CCRREC'" _OCA'" ON,
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<br />
<br />ARKA'r ENGiNEERING INC.
<br />&iRUCT'URAL ENGINEERe
<br />
<br />RICHARD L. KIDDEY p,e.
<br />FLORIDA 1..ICEN6E NUMBER 3m6
<br />
<br />I ~EReY CERilFY Tl-'AT i~E&E PLAN& AND epECIFICAiION&
<br />LUA6 PREPARED 6'1' ME OR UNDER MY DIRECT e.uPER'rlle,ION
<br />ARE IN COMPLIANCE UJITI-l il-lE. FLORIDA BUILDINes CODE 2001
<br />FOR 110 MPH ( 3 eECOND CSOOi ) W(ND ZONE. '!O MPI-l FA6iEei
<br />e,PEED
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<br />LEGEND 30
<br />GARAGE RIG~T
<br />
<br />LIVING 123g
<br />GARAGE. 280
<br />PORC~ l~O
<br />
<br />TOTAL
<br />
<br />'~1g
<br />
<br />LOT 4 eFEe
<br />DRIFTWOOD
<br />
<br />FG
<br />2 OF 4
<br />
<br />ARKAY ·
<br />
|