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<br />JOTES
<br />
<br />
<br />POINT Of TANGENCY
<br />
<br />16'-11"
<br />
<br />11'
<br />
<br />11'
<br />
<br />1/6x4/Z CMNT.
<br />TYP (6)
<br />
<br />
<br />*
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<br />
<br />3/0x6/0 '"'
<br />fXD DR
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<br />
<br />
<br />4/01612
<br />fXD.
<br />
<br />Z/~YnI7
<br />DH
<br />
<br />~::-.:...:-----::.::.~":.
<br />
<br /> NOTE ALL DOOR & WINDOW OPENINGS I
<br /> ARE CENTERED ON WALL OR 611 FROM
<br /> CORNER UNLESS OTHERWISE SPECIFIED
<br /> NOTE ALL DOOR & WINDOW OPENINGS
<br /> IN EXTERIOR WALLS OF BASEMENT
<br /> TO BE DETERMINED BY BUILDER
<br /> BASED ON SITE CONDITIONS
<br /> ~
<br /> -
<br /> -0
<br /> ~
<br /> 5'.6" I
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<br />P R..!.l:!Q
<br />
<br />fOUNT IN/WATERfALL
<br />PER BUIILDER
<br />
<br />, ~
<br />6'B XfD'OOD~
<br />"
<br />COL. WIST NE WRAP
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<br />lED IN ACCORDANCE
<br />,~QO:ES> RE6ULA nONS
<br />~L BUlLOING WOE .
<br />LL CONOlTlON5 AND
<br />E BEGiNNING
<br />;lE5 SHALL BF
<br />"TES. INC. FoR
<br />BEfORE PROCeeDING
<br />ALL ASSUME REPON-
<br />NOT REPORTEO
<br />:AO OR GALGUlA'TcD
<br />,RE TO BE BELOW
<br />{:EST ON UNDI51URBEO
<br />J>PAClTY TO SUPPORT
<br />lEER MUST BE
<br />~G AND REINfORCEh'ENT
<br />PATABIlITY Of THE
<br />'EMENTS
<br />5 PeR LOCAL LODES
<br />URAL MEMBeRS
<br />EO BY AN EN61NEER
<br />H'fORffi'
<br />Of ALL 5 TRVCTURAl
<br />"cT ALL LOCAL CODES
<br />JGTEO AND SAfE
<br />EEL STRUCTURAL
<br />\L, STATE AND LOCAL
<br />'!lING SHALL BE
<br />.1NATE LOADS THROUGH
<br />j ELEIiIEtHS fHA T
<br />_ CAP:"cClrY SOILS.
<br />liES NO L1AB1UTi'
<br />~OM THIS PLAN
<br />EASED fOR .
<br />AND 15tlQ1
<br />)IVIOVAl
<br />
<br />CANTILEVER fLOOR
<br />SYSTEM ABOVE OVER
<br />BEAM (TYP.)
<br />
<br />COVEREO
<br />PATIO
<br />
<br />6" BOXED WOOD
<br />COL. WISTONE WRAP
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<br />COVEREO
<br />PATIO
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<br />nl.!il!
<br />
<br />2]'-91"
<br />
<br />prll!U
<br />
<br />"" l)(II!U
<br />
<br />11'-3"
<br />
<br />(/-61
<br />1
<br />
<br />11'4"
<br />4
<br />
<br />9'.5'"
<br />4
<br />
<br />1'-111"
<br />
<br />0/
<br />~ ~~/ ...-
<br />'1."\7
<br />/
<br />
<br />1"31"
<br />
<br />STONE WA TeRT ABLE
<br />w/BRICK CAP
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<br />BEAM P R ENG.
<br />--
<br />
<br />--
<br />
<br />:. THE SOLE
<br />iVE MODIFICATION
<br />PLAN.
<br />UMES ENGINEERED
<br />':-0 1411 IN DEPTH
<br />~ DEPTH TO STAiR
<br />L- 'f. NOTE: fLOOR
<br />'cPTH CAJ.J AVVER5L Y
<br />GARRELL A5SOc.1ATE5
<br />TURf.
<br />3E PRePARED BY A
<br />ODES.
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<br />ARCH I ~ OPT. fURR D. I r"
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<br />FUTURE
<br />6EDROOM'4
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<br />lCOGE (TYP)
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<br />5'-3"
<br />
<br />2'-6"
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<br />5'-5;!
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<br />I 41;41U
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<br />
<br />______l1.
<br />
<br />3'-31"
<br />
<br />4'-0"
<br />
<br />3'-9"
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<br />FUTURE
<br />6EDROOM '5
<br />
<br />fLOOR JOIST
<br />DESIGN PER
<br />ENGINEER
<br />
<br />OPTiOl1!lL fURR OUT
<br />wi BeDROOM '3l
<br />
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<br />TONE WA TERT AB E
<br />w/BRICK CAP
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<br />
<br />310
<br />LVR
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<br />
<br />!fUTURE
<br />T.'HEATER
<br />
<br />-0
<br />~
<br />
<br />II
<br />I~
<br />~
<br />II
<br />
<br />CONT. CONe. fOOTING
<br />RE INfORCCO PER
<br />
<br />ENGINEER (TYPI:;~
<br />CONe. fOUNDATION WALL
<br />REINfORCED PER
<br />ENGIfUR (TYP)
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<br />
<br />HASE
<br />ABOVE
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<br />5'
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<br />
<br />END fOUND. WALL
<br />AS ALL OWED PeR GRADE
<br />
<br />~
<br />
<br />;i
<br />~,
<br />
<br />N
<br />
<br />-'
<br />
<br />5>
<br />
<br />10" CONCReTE R TAINING
<br />WALL PeR SITE ONDITION
<br />
<br />Co
<br />N
<br />
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<br />
<br />
<br />,
<br />: CANTilEVER ABV :
<br />c_____~_ ___ _______~~
<br />
<br />-0
<br />
<br />a"31"
<br />4
<br />
<br />11'-11"
<br />
<br />5'.0"
<br />
<br />11'-6"
<br />
<br />9'-6"
<br />
<br />3'.0"
<br />
<br />11'.0"
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<br />PROV IDE SUPPORT fOR
<br />PORCH & STEP TO GRADE
<br />AS REO'D.
<br />
<br />I 811 81l 811 II
<br />
<br />11'-31"
<br />
<br />10'-1"
<br />31'4"
<br />z
<br />
<br />10'-0"
<br />
<br />14'-6"
<br />
<br />5'.6"
<br />
<br />6I"5l"
<br />2
<br />
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<br />,
<br />,
<br />
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<br />
<br />4" BRICK LeDGE (TYP)
<br />
<br />T ERR<A.C E
<br />
<br />LV L.
<br />
<br />PLAN
<br />
<br />SCALe 1/4'" 1'-0"
<br />
<br />-
<br />91 H -
<br />-I CEILING HEIGHT
<br />
<br />a" WOOD COLUMN ON
<br />T APCRCO STONE BASE ON
<br />fOOTING [eR ENGINEeR (TYP)
<br />
<br />103'-11"
<br />
|