<br />
<br />112" CDX OR 1/16' 066 ROOF 6~EATHINUi
<br />NAILED 6' OC ON ALL EDUiEe AND IN THE
<br />FIELD WITH ~D NAILe, U~ eTEa PL .,..CLiPe
<br />AND .IS FELT WITH eHINUiLEe,L RIDUiE VENT
<br />A& REQUiRED
<br />
<br />U6E ()) e.IMPWN HIO CLIP AT
<br />ALL TRuoe TO WOOD WALL
<br />LOCATIONe, FILL ALL NAILe
<br />HOLEe WITH IODXl 112" NAILe.
<br />
<br />'J
<br />2 X 4 UJOOD we FAOCIA WITH
<br />ALUMINUM FA6CIA AND DRIP
<br />
<br />ALUMINUM WFfIT
<br />
<br />DeL2X4
<br />TOF PLATE
<br />
<br />MINIMUM R-Z2 INWLA TION
<br />IN ATTIC AREAe
<br />
<br />
<br />PRE-ENG, TRU~~E~
<br />
<br />elMPWN 1-110
<br />WI 6 - 6d TO TRU~e
<br />. TO BEAM
<br />
<br />eEE FLOOR
<br />PLAN
<br />
<br />ALL TOF PLATE ePLICE MueT
<br />6E MINIMUM 4'0' NAIu:D 4' oc
<br />WITH lID COMMON NAILe.
<br />
<br />112' CEILING. T'T'PE
<br />u..,..peUM 60ARD
<br />
<br />
<br />eIMP~ON AC4 MAX PoeT TO 6EAM
<br />ANCI-lOR e- 16D NAILe TO PoeT AND
<br />12-16D NAILe TO BEAM
<br />
<br />4" X 4" P,T, WOOD poeT
<br />
<br />I
<br />
<br />DeL 2 X 12 t2 FINE WITH ONE
<br />LA.,..ER 112' PL .,..WooD IN CENTER
<br />OVER ALL DOOR AND WINDOW
<br />OPENINUie
<br />
<br />ALUMINUM elNUiLE
<br />I-lUNu. WINDOUJ&
<br />
<br />2 X 4 eTUD WALL AT 16" OC WITH 1/2" CDX OR oee WALL
<br />e.HEATHINUi NAILED l' OC ON TOP AND 130TTOM PLArEe
<br />AND 6" OC ON eTUDe, ueE nVEK OR EaUAL l-lOuee WRAP
<br />AND e.IDINUi OR WIRE LAm AND e.rucco.
<br />
<br />R-II INeULATION IN WAue
<br />
<br />
<br />PORCI-l 5LA6
<br />
<br />
<br />elMPWN ABU44 WI 12 - 16d COMMONe
<br />TO poeT - (I) !;/e" X 6" ANCI-lOR 60L T
<br />MUeT I-1AVE 2" MIN CONCRETE EDGE ON
<br />ALL 51DE OF PoeT ANCI-lOR
<br />
<br />T'T'PICAL 4" CONCRETE eLA6 WITH WIRE MEel-l
<br />OR FleER MEel-l AND e. MILL VleQUEEN OVER
<br />CLEAN COMPACT TERMITE TREATED 60IL
<br />
<br />TE:M WALL NOTE:, STE:MUJALL HE'GHT TO 6E: DETeRMIN
<br />ER Tl--'E: OlUNE:R C CONTRACTOR TO FIT THE: SITE:
<br />( AXIMUM 4 E:XpOeED COURSE:S IN HEIC>HT IF MORE
<br />HAN 4 COURSES ARE NEEDED _ CONTACT ENGINEeR
<br />RIOR TO FQ-JNDATION pO'JR.
<br />
<br />elNG.LE 2 X 4 F,T. 60TTOM PLATE eECURED TO eLA6 ~
<br />WITH 112" X a" ANCHOR 60LTe 24' OC OR s/a' X 1"
<br />eLEEVE ANCHORe, ueE 112" X 2" X 2" ealJARE WAe~ER
<br />10' ..
<br />
<br />.S VERTICAL RODe. Ae
<br />eHOWN ON FOUND A TION
<br />FLAN
<br />
<br />
<br />60TTOM OF FOUNDATION
<br />MINIMUM 12" 13ELOW u.RADE
<br />
<br />16"
<br />
<br />T'T'PICAL 10" X 16' FOOTINUie WITH
<br />2 EACI--l .S RE6AR ON CHAIRe
<br />
<br />2 X 4 910" WOOD WALL DEl AIL
<br />NOT TO eCALE
<br />
<br />FoeT I 6EAM DETAIL
<br />
<br />D
<br />
<br />00
<br />
<br />CJ
<br />eX4X4
<br />00 CFM
<br />
<br />~
<br />
<br />o
<br />
<br />
<br />o
<br />10Xi&Xi&
<br />100 CFM
<br />
<br />o
<br />
<br />10X'OX,
<br />100 CFM
<br />
<br />10XIOX'
<br />I!;o CFM
<br />
<br />
<br />CJ
<br />eX4X4
<br />so CFM
<br />
<br />@(
<br />1
<br />,
<br />~tj
<br />
<br />
<br />o
<br />
<br />lOX OX,
<br />I!;o CFM
<br />
<br />T-.I.:&'",
<br />, 1 ,
<br />I ' ,
<br />, , ,
<br />, , ,
<br />, , I
<br />.6._J_.1
<br />,
<br />,
<br />,
<br />,
<br />
<br />o
<br />
<br />IOX10X'
<br />100 CFM
<br />
<br />o
<br />
<br />lOX lOX'
<br />'00 CFM
<br />
<br />
<br />"
<br />II
<br />II
<br />"
<br />"
<br />
<br />[J
<br />
<br />'OX'OX'
<br />1;.0 C~M
<br />
<br />CJ
<br />o
<br />
<br />~~
<br />
<br />?!'X20
<br />R.A,Ct.
<br />
<br />
<br />,
<br />
<br />
<br />@[QJ
<br />
<br />
<br />.ObJ
<br />
<br />o
<br />
<br />IOX10X'
<br />I!;O CFM
<br />
<br />ATTIC STAIR$
<br />
<br />~~
<br />
<br />"
<br />
<br />
<br />
<br />MEC~ANICAL PLAN 3/1~" = 1'0"
<br />
<br />MECHANICAL. CONTRACTOR TO VERIFY AU. D\.CT
<br />AND UNIT ~,ze. THE MECHANICAL. DRAWINCt~ ARE
<br />NOT A ~1'R\.CT1.IRAL. PART OF DRAWINCt~ AND MAY
<br />V ARY IN FIB..P WITHOUT APPROVAl. FROM ENGINEER
<br />OF RECORD
<br />
<br />MECl-<ANICAl. CONTRACTOR TO PROViDE A RETURN AIR
<br />"'RIll. FOR ALl. RooM$ TI--IAT I--IAvE A UNflAI.ANCED AIR
<br />FLOW PER F,M.C, 1&01.4 OR UNDER CUT DOORS
<br />
<br />THE CLIENT UNDERerANDe THAT THE DEelC:oNER CAR-RIEe NO LIAeILJiT' INeuRANCE AND THEREfOR-E
<br />AGREC& TO !--!OLD HAR-MLE6e, IDEHNlf''''', AND DS'ENP DEelGoNER FROM ALL CLAIMe, L06eEe. AND
<br />cxPEN6Ee (INCLUDING R-~NA13LE AiiORNE.,.. foEEe) AR-16INC:o OUT 01= OR REeULTING foROH THE
<br />PROJECT, THE DEelUlNER WILL IN GoOOD FAITI-I ATTEMPT TO PROVIDE ERROR foREE CONeffiUCT10N
<br />DRAWINGle, OOT IN THE EVENT eRRORe OCCUR THE DEelGoNER WILL NOT 13E LIABLE FOR coeT OF
<br />REPAIRe OR DELAY TO THE CONeTRUCTION
<br />
<br />o
<br />-01
<br />II)
<br />
<br />INT eruD WALL
<br />P.T, PLATE ANCl-!ORED
<br />WITl-! 60L.Te AT 24" O,C,
<br />
<br />o
<br />o
<br />
<br />4" CONCRETE e.LA6
<br />MIN, 2~0 pe.t
<br />OVER TREATED
<br />COMPACTED FILL
<br />
<br />6X6 10/10 UJWM
<br />(OR EaUAU
<br />
<br />
<br />
<br />"'-./
<br />o
<br />/"'-.
<br />
<br />4"
<br />
<br />/
<br />/
<br />/
<br />/
<br />
<br />)2"
<br />
<br />
<br />e"
<br />
<br />
<br />12"
<br />
<br />o
<br />
<br />1-.& REBAR
<br />ON Cl-!AIRe.
<br />
<br />NON LOAD SEARING GrARAGe FOOTING
<br />
<br />
<br />eee TYPiCAL WALL DETAIL
<br />
<br />TYPICAL EXTERIOR eruD WALL
<br />P,T. pL.ATe ANCl-!ORED UJ'T~
<br />1/2" X ~. ANCI-lOR 60LTe. AT
<br />24" O.C OR !;/e" X 1" EXPAN
<br />elON 60L T6
<br />
<br />:1
<br />,
<br />:1
<br />,
<br />:1
<br />,
<br />:1
<br />,
<br />:1
<br />,
<br />,
<br />
<br />
<br />4" CONCRETE e.LA6
<br />MIN, 2~0 pel
<br />oveR TREATED
<br />COMPACTED FILL
<br />PORCl-! FLOOR:ll
<br />6X6 10110 UJWM
<br />OR FIBERMEel-!
<br />
<br />l-1ouee FLOOR
<br />
<br />Ii'
<br />
<br />o
<br />
<br />2-.& REBAR
<br />ON C~AIRe
<br />
<br />lb"
<br />
<br />LOAD SEARING FORCH eTeF FOOTINGr
<br />
<br />3a' a"
<br />
<br />8' 0"
<br />
<br /><2,' 0" <2,' 0"
<br />c;.1 Co-' 10' 0"
<br />~. t.......................!.......................t.......................t......~~. E..........t.................r
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<br />1
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<br />I
<br />l-Joe.e
<br />616
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<br />
<br />'----------------t-----------------
<br />: 10' 0"
<br />l-J05E
<br />!BIB
<br />: I
<br />1
<br />I
<br />I
<br />I
<br />
<br />I
<br />r--------------------------- _J
<br />I
<br />I I
<br />L_ _____________________________ _J
<br />
<br />"5 VERTICAL REBAR AND FILLED CELLe
<br />FROM FOOTINGe TO TOP COARSE OF
<br />eTCH UJALL
<br />
<br />10' 0"
<br />
<br />10' 0"
<br />
<br />la' a"
<br />
<br />3a' a"
<br />
<br />FOUNDATION c$ PLUMBING PLAN
<br />
<br />1/4" = 1'0"
<br />
<br />ALL FIXTURE LOCA TIONe. MUM BE vERIFIED FROM FLOOR PLAN
<br />AND Ie TI-lE REepONe.161L1TY OF PLUMBING CONTRACTOR TO PLACE
<br />FIXTUREe IN CORRECT LOCATION, PLUMBiNG DRAIN LlNEe. ARE NOT A
<br />e.TRUCTURAL PART OF DRAWINGe AND MAY VARY IN FiELD WITI-lOUT
<br />APPROvAL FROM ENGINEER 01= RECORD,
<br />
<br />()
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<br />
<br />ARKA.,.. ENGINEERING INC,
<br />e.TRUCTURAL ENUiINEERe.
<br />
<br />RICHARD L KiDDEY P,E,
<br />FLORIDA LICENe.E NUMBER 31~6
<br />
<br />I HERBY CERTIFY THAT THEe.E FLANe AND e.PECIFICATIONe
<br />WERE FREPARED B"" ME OR UNDER MY DIRECT E;UPERvleION
<br />ARE IN COMPLIANCE WITl-! THE FLORIDA 6UILDING CODE 2001
<br />FOR 110 MPl-! ( 3 eEcoND u.Ue.T ) WIND ZONE . ~ MPl--l FAeTEeT
<br />e,PEED
<br />
<br />
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<br />...... en
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<br />
<br />LIVING I~OO
<br />GARAGE
<br />FORC~
<br />
<br />419
<br />112
<br />
<br />TOTAL
<br />
<br />21321
<br />
<br />FG
<br />2 OF 4
<br />
<br />ARKAY · 11&&&
<br />
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