<br />::=~:v1'ING NOTE5:
<br />
<br />GENERAL NOTE~:
<br />~IND LOAD DESIGN PRESSURES ARE LISTED AT EACH OPENING.
<br />
<br />ALL ~OOD 1J5ED FOR 50LE PLATES OR IN CONTACT WSOIL 5HAL1.. BE **2, PT.
<br />501)-n--ERN YELLO~ PINE.
<br />
<br />ALL INTERIOR AND EXTERIOR WALL5 SHALL BE **2 SPRUCE OR BE'TTER.
<br />
<br />ALL ENGINEERED Y'400D BEAMS (PARALAMS, ETC.) HAVE BEEN DE~IGNED
<br />Ave-OR-DINe TO THE TRU55~OI5T SPECIFICATIONS.
<br />
<br />SUBSTI11JTtON5 FOR ALL SIMPSON FA~TENERS AND HANGERS MUST BE APPROVED
<br />BY ~E ENGINEER OF RECORD.
<br />
<br />ALL ELECTRICAL, PLUMBING ~ MECHANICAL ROUGH-INS MUST BE COMPLETED,
<br />IN5PEe-TED AND APPROVED PRIOR TO REQUE~TING A FRAMING IN~PECTION.
<br />
<br />ALL INTERIOR DIMENSIONS ARE 61VEN TO THE CENTE':<L1NE OF THE 5T1.JD UNLESS
<br />NOTED OTHE~15E.
<br />
<br />ALL EXTERIOR DIMEN~ION5 ARE GIVEN TO THE FACE OF THE FRAME WALL OR
<br />MASONRY ~LL WHICH V'iILL ALIeN ~ITH THE FOUNDATION WALL BELO~. (FRAME
<br />~LLS ARE HELD IN ~" TO ALIGN THE EXT. SHEATHING WTHE FOUNDATION).
<br />
<br />ALL ~OD IN CONTACT I^VCONCRETE OR MASONRY SHALL BE PRESSURE TREATED
<br />LUMSE:R.
<br />
<br />ALL ~OD HEADERS AF<.E TO BE NO LE~5 THAN A DBL. 2Xb **2 5YP. ~ITH A ~If
<br />5PAC.:::R.
<br />
<br />e-ONTRAGTOR TO VERIFY ALL ROUGH OPENING 512E5 OF DOOR5 p.ND lI'llNDOll'l5
<br />~IOR TO CON5TRUCTlON OF THE ViALL5.
<br />
<br />l
<br />
<br />24'-{>"
<br />
<br />1.2 '-{>"
<br />
<br />'-'
<br />
<br />1
<br />
<br />r
<br />
<br />@
<br />
<br />..~
<br />
<br />D
<br />
<br />5H 2'
<br />"24,{>1/-Z1 p;,p
<br />
<br />ALL 5H25 lI'llNDOll'l5 MEET EeRE5S REQUIREMENT5.
<br />
<br />ALL ~ORK 5HALL COMPLY ~ITH THE PREVAll...ING 5TANDARD BUILDING CODE5 OF
<br />THE STATE: OF FLORIDA. ALL OF THE PRODUCTS AND MATERIALS SPECIFIED ON
<br />ANY PAGE OF THIS CONSTRUCTION SET MAY BE SUBSTITUTED WTH05E OF EQUAL.
<br />OR eREATER VALUE; HOWEVER, ALL CHANGE5 MU5T BE: SUBMITTED TO THE:
<br />ENGINEER OF RE:CORD.
<br />
<br />IN ACCORDANCE WCHAPTER 411.003 (2)(1) OF THE FLORIDA ADMIN. CODE
<br />ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE
<br />RESPECTIVE: CONTRACTOR5 PERFORMING THE IN5TALL.ATION, TO MEET ALL
<br />APPl...lCA6LE CODE5. THE 5Y5TEM5 DRAWN HEREIN AF<.E A REPRE~ENTATION OF
<br />THE OWNERS DESIGN REQUIREMENTS.
<br />
<br />'0'-0"
<br />
<br />1.2'-0'
<br />
<br />/ ,t>"
<br />,-
<br />
<br />/
<br />;;
<br />
<br />(s)
<br />
<br />10'..2'
<br />
<br />@
<br />
<br />5H 2'
<br />..24.{>1/-Z1 ~
<br />
<br />5H 2'
<br />..24.t>V-Z1 P5P
<br />
<br />s
<br />~
<br />t1
<br />
<br />BEDROOM I
<br />CPT.
<br />
<br />II'-~XI~'
<br />
<br />~
<br />f1
<br />tll~
<br />Ji~
<br />'t
<br />~
<br />
<br />.C
<br />
<br />1r
<br />
<br />~
<br />
<br />'1
<br />
<br /><:\'-0'
<br />
<br />L...-.
<br />
<br />~
<br />
<br />PAN
<br />
<br />zL;o. ~----C[05E;=----=-
<br />
<br />.. CP1'.
<br />
<br />
<br />
<br />"... t" ---- -1 LAUNDRY '( ,
<br />fl VINYl- - ~ Ai "-10'
<br />DRY. EJ-r-LIN~4t--cL~-- l' !
<br />
<br />
<br />~'"
<br />
<br />HALL
<br />VI NY!..
<br />
<br />"
<br />,tiC
<br />
<br />t
<br />T
<br />WNGReTe
<br />PPO
<br />
<br />r-------------------~------
<br />I REP.
<br />I
<br />r--,--
<br />l qH
<br />I t-.J
<br />
<br />L____
<br />
<br />~
<br />I
<br />r
<br />
<br />~
<br />~~
<br />~~
<br />~
<br />~
<br />
<br />KITCHEN
<br />VINYL.
<br />
<br />"
<br />
<br />H~
<br />
<br />~
<br />f1
<br />[q~
<br />~~
<br />~
<br />
<br />UNIT A
<br />LIVING ROOM
<br />CPT.
<br />
<br />,
<br />j
<br />I
<br />. j
<br />91
<br />....,
<br />-1
<br />I
<br />I
<br />
<br />r\
<br />
<br />I
<br />I
<br />'.
<br />...
<br />
<br />J
<br />..24.tol/-26.f>2 p:,p
<br />
<br />1
<br />
<br />BEDROOM 2
<br />CPT.
<br />1I'-~XI:2'
<br />
<br />~
<br />.)"
<br />S
<br />'l'
<br />r...
<br />
<br />BEDROOM I
<br />CPT.
<br />II'-~XIO'
<br />
<br />24'-,t>.
<br />
<br />,j "-{>' ,j
<br />r
<br />
<br />10'-10"
<br />
<br />l
<br />d.
<br />~
<br />
<br />r
<br />
<br />~
<br />'"
<br />
<br />I I
<br />
<br />
<br />
<br />J05E:\-
<br />!CPT. ~
<br />I
<br />I
<br />--T----
<br />I
<br />
<br />{>'-{>'
<br />
<br />"
<br />~
<br />'(,)
<br />
<br />"
<br />
<br />b
<br />J
<br />'I,.-
<br />
<br />.J BEDROOM 2
<br />CPT.
<br />r0-- IO'XIO'
<br />
<br />)
<br />
<br />~
<br />~~
<br />~~
<br />~
<br />~
<br />
<br />j
<br />N
<br />,
<br />
<br />~
<br />
<br />-----CL05Ef------- ~
<br />CPT.;
<br />
<br />CLOSET
<br />CPT.
<br />
<br />CLOSET
<br />
<br />----------~~!~----------
<br />
<br />I
<br />
<br />HALL
<br />VINYL.
<br />
<br />~
<br />
<br />~
<br />N~
<br />~~
<br />~
<br />+
<br />
<br />~ I
<br />
<br />
<br />
<br />~,~B~oN~~ ! O~~H ~
<br />
<br />
<br />Q 1~'/l · : · ('I, Q
<br />
<br />CLOSET ~ r--------------- ~------
<br />o-------VINYL __u__= rr : R....
<br />~ r-1--
<br />o ~I I
<br />~ I~I ~w
<br />~ ~I I
<br />!>; I I
<br />,( L=~__
<br />
<br />KITCHEN
<br />VINYL.
<br />
<br />j
<br />N
<br />
<br />"":J -
<br />
<br />-------
<br />
<br />CL.
<br />
<br />,
<br />t", ....
<br />..'
<br />~1 -j
<br />n !
<br />
<br />"-4' C.LR.
<br />-,
<br />
<br />BEDROOM B
<br />CPT.
<br />IO'-~XIO'
<br />
<br />DE5K
<br />
<br />~
<br />-.oc;
<br />
<br />.p
<br />
<br />LAUNDRY
<br />VI NYL.
<br />
<br />__u__~ EJ DRY.
<br />
<br />UNIT B
<br />LIVING ROOM
<br />c.PT.
<br />
<br />~~
<br />~ifi
<br />q
<br />~
<br />
<br />----------- ,:
<br />
<br />{>'-{>"
<br />
<br />....
<br />"
<br />
<br />I~
<br />~
<br />~~
<br />J
<br />~
<br />...~
<br />
<br />~
<br />"
<br />"'"
<br />...;
<br />
<br />~~
<br />
<br />~
<br />~
<br />c
<br />
<br />(
<br />
<br />I
<br />..24,tol/.26.b2 p:,p
<br />
<br />5H 25
<br />
<br />5H 2'
<br />
<br />+24.tol/-21 ~
<br />
<br />+24.tol/~21 p:,p
<br />
<br />~
<br />
<br />:;0'-0"
<br />
<br />BLDG. I $ 2
<br />FLOOR .PLAN
<br />
<br />SCALE 1/4"= 11-0"
<br />
<br />SQUARE FOOTAeE5:
<br />L1VINe AREA UNIT A: 1,111 HEATED 5O.fT.
<br />LIVINe AREA UNIT B: 1,111 HEATED SQ.fT.
<br />TOTAL: 2,234 HEATED 5O.fT.
<br />
<br />I'
<br />
<br />.
<br />:r
<br />
<br />@
<br />
<br />,
<br />
<br />j
<br />N
<br />,
<br />
<br />@
<br />
<br />9
<br />
<br />[;]
<br />
<br />~
<br />l
<br />
<br />\ ,
<br />CONCReTe ~
<br />PAD
<br />
<br />FOUNDATION NOTES
<br />
<br />I. THI~ FOUNDATION PLAN 1t'lA5 DE~16NED BA~ED UPON AN ALLOIt'lABl.-e ~IL
<br />BEARING CAPACITY OF :2500 PSF (MIN) CONTRACTOR MU:;T VERIFY
<br />AND COORDINATE ALL. SITE It-IORK TO MAINTAIN MINIMUM WIL COMPACTION
<br />REQUI REMENT~.
<br />
<br />2. ALL BUILDINGS ARE REQUIRED TO HAVE A PRE-CON:;TRUCTION TERMITE
<br />TREATMENT. (SEE WIL. TREATMENT NOTES ABOVE)
<br />
<br />:5. FOUNDATION SHALL CONSIST OF AN 8"XI6" CONT. CONCReTE POOTING
<br />v-!ITH (2) #:) REBARS ON ROD CHAIRS, SPACED NO MORe THAN 48" O.C.
<br />FII.-LED CELl.-:;' WILL Be VERT. #5 RODS IN ALL CORNER:;' AND BESIDE
<br />EACH MA:;,QNRY OPENING. THE MAX, SPACING FOR ANY PILL.ED CELL..
<br />It-IlLL BE e'-o" O.C. ALL RODS MUST Be BENT AND TIED TOGETHER
<br />v-!ITH A MIN. LAP OF 25". SEE v-lALI.. SECTIONS.
<br />
<br />PLUMBING NOTES
<br />
<br />I. ALL WATER L.INES COMING IN TO THE House WILL. BE A MIN. OF I"
<br />AND ALL WATER LINES INSIDe -mE House WILL BE A MIN. OF :5/4".
<br />
<br />:2. ALL PLUMBING FIXTURE LOCATIONS SHALL. BE VERIFIED BY THE
<br />PLUMBING CONTRACTOR. DRAIN LINES ARE NOT STRUCTURAL AND
<br />MAY BE REL.OCATED IN THE FIELD WOUT APPROVAL FROM THE
<br />ENG-INEER Of' RECORD
<br />
<br />
<br />2"-0'
<br />
<br />4' DRAIN TO s,s.
<br />
<br />\. "- PANE!..
<br />eox
<br />
<br />~
<br />In
<br />
<br />~
<br />H.B. ,
<br />
<br />~~
<br />
<br />.
<br />
<br />
<br />.
<br />
<br />
<br />.
<br />
<br />.
<br />
<br />r-------------------------------------------------------___,
<br />
<br />9
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<br />
<br />I
<br />1
<br />I
<br />I
<br />I
<br />1
<br />I
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<br />I
<br />I
<br />,
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<br />.1
<br />I
<br />I
<br />
<br />
<br />.
<br />
<br />CONCRETE ENCASED "UFER" ELECTRODE I:;'
<br />REGUIRED PER ART. :250-50, Ic:tc:tc:t N.E.C. MUST
<br />BE INSPECTED PRIOR TO CONCRETE PLACEMENT
<br />
<br />to" c.oNGo~Te et...OGt<. HA!..L. . TYP.
<br />
<br />I' DOH eLl.IESOAAO iN;,(.IL. OVE~ i'
<br />P.T. "'1~NeJ eTRlP& (Pot..""-P'IL..M
<br />OVER FIRRJNeJ), FIN1SHEO w~.
<br />6.,..-PWM 6OAJQ.O
<br />
<br />
<br />., VERT. ReINP'~e;Me;NT IN caNT.
<br />FILLED CELL, OVE~\N~ ~ ~TO.
<br />HOOl<ED I"OOTINS DO~1.. :2~. MIN.
<br />
<br />., eTD. HOOKED FooTIHe DO~L..
<br />
<br />-------------...,
<br />
<br />.:
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<br />\ ' t1:( \1.\\ If) 'fy
<br />/'" L .~\..'r-vJ ... G \.... '1/
<br />y\\~~ ~"'- c,')~ L' I
<br />~-1\GV-\'/.i :~ ~ ' :
<br /><c ,'-<";'\.'\ tI \ ,\\\"\'1"2/: .
<br />i1~';' Ai :
<br />\ 1t't\~i-\. . L !
<br />) .... 0 f'J ~ l)~ :
<br />rQQr Dt I ""~f)\;...Cl : ·
<br />~2' DRAIN I'" , I
<br />~ 'W IVENT I
<br />
<br />~~ 0 I
<br />~ ~ I
<br />I ~~ ~ ~~ I
<br />I ~~ ~~ ~~ I
<br />'2' DRAI':. ~~ ~ I
<br />I I~ ~~~ . ~~ I
<br />r~---' ~~~ ~~ ~~~ 4' DRAIN TO SE\.IER :
<br />IrbYf,.----,-..------ ~---------._---------------------------I
<br />I: ~, I #,' 3' DRAIN :
<br />II I # I
<br />Lt"'---~l I ~
<br />I #, I lIr
<br />:' 2' DRAIN : '
<br />I 'W IVENT INST ALL DRAIN LINES "
<br />: #'
<br />I FOR AHU 8c \.I A TER HT R,
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
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<br />I
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<br />I
<br />I
<br />
<br />
<br />TYP. FOOTI~tG DETAIL
<br />
<br />SGALEI 1/2"=1'-0"
<br />
<br />,t>'-o' r 6'-,t>' l' 16'-0" 1 1~'-4'
<br />
<br />r-------------------------------------_____________________________________________________________________________
<br />
<br />:.
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />~'-o"
<br />
<br />25'-0'
<br />
<br />.
<br />
<br />
<br />
<br />.
<br />
<br />r--------------------
<br />I
<br />I
<br />I
<br />,
<br />I
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<br />I
<br />1
<br />
<br />----------,
<br />
<br />{>'-o' o.c. MAX. 'TYP.
<br />
<br />
<br />4" FI.-OOR SLAB or- 3000 PSI
<br />CONCReTE REiNFORCED
<br />we"xe"-(OXIO V'lWM (OPT.
<br />FIBERMESH CONC) OVER e MIl.-.
<br />VAPOR BARRI ER AND CLE:AN,
<br />COMPACTED (~5%) FILL, TREATED
<br />FOR TERMITES. _____"
<br />---
<br />
<br />
<br />9
<br />..
<br />N
<br />
<br />· I EJ 2' DRAIN tC)
<br />!ORY. ""$H. \.IIVENT~Q /~
<br />I #,' ~Z' ##' I
<br />I , I,' , I
<br />:,' 2' DRAIN #. #~, DRAIN:
<br />,,# " ,# I
<br />---, # , I
<br />~.._-~....._...-........._......._.....~~... ...~._...._.._.J
<br />I ~ I ,
<br />,I ~lOW I 3" DRAIN
<br />II I
<br />iii I ___J
<br />
<br />I~
<br />I ~
<br />I 2' DRAIN
<br />: 'W IVENT
<br />I
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<br />.1
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<br />.
<br />
<br />~
<br />--, l
<br />( .,........ ..
<br />...-
<br />
<br />ALL INTERJOR
<br />DIMENSIONS ARE
<br />TO C.L.. OF S1'1!='
<br />
<br />~
<br />:!
<br />
<br />1
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />:. . .... .
<br />
<br />~---------------------------------------------------------------------------------------------------------
<br />
<br />} {>'.to' J- 6'-{>" J- 1~'-4" ~ 6'-{>'
<br />
<br />
<br />INSTALL DRAIN LINES
<br />FOR AHU 8c 'WATER HTR.
<br />
<br />
<br />UNIT A
<br />
<br />.
<br />
<br />LIVING AREA
<br />F.f. ELEV. 0.0
<br />
<br />~
<br />?::J
<br />
<br />I
<br />I
<br />I
<br />I
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<br />I
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<br />I
<br />I
<br />I
<br />I
<br />-----------------------------~
<br />
<br />I
<br />I
<br />I
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<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />~----------------------------
<br />
<br />
<br />FII.-I.-ED CEI.-LS VVVERT.
<br />#5 REBAR.:;
<br />
<br />~5'-o"
<br />
<br />.~
<br />
<br />HA~H.
<br />,
<br />
<br />,
<br />D~Y.
<br />
<br />C. \. (.J L~\L HG\81-rrS
<br />r l'~ \')) I r \...7 . \ c tl
<br />/ L\ L)2- \,.; bV\ I r.J \1I't ul^\. :3 I)
<br />Ilr~\ 711-- l ~~ ([ ~ ,;L)/
<br />\() IJ.... l/lti"'~ J ..-
<br />Y' 'P b p---v)) 17 A}:..) ') t; j) -(0 \ L~ '))-z..
<br />UNIT B L/~~~
<br />
<br />LIVIN6 AREA
<br />F.F, ELEV, 0.0
<br />
<br />I
<br />1
<br />1
<br />I
<br />I
<br />I
<br />I
<br />1
<br />I
<br />I
<br />I
<br />I I
<br />I I
<br />~----------------------------------------------------------~
<br />
<br />I
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<br />I
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<br />I
<br />I
<br />,
<br />I
<br />I
<br />I
<br />. I
<br />I
<br />----------------------~
<br />
<br />
<br />{>'-{>"
<br />
<br />~5'-o.
<br />
<br />SO'-o'
<br />
<br />BLDG. I $ 2
<br />FOUNDATION PLAN
<br />
<br />
<br />
<br />~
<br />
<br />...,
<br />-f- \
<br />..._1
<br />
<br />
<br />.
<br />
<br />.
<br />
<br />~
<br />~
<br />
<br />AI.-L DIMENSIONS
<br />ARE TO rACE OF
<br />MAWNRY, U.N.O.
<br />
<br />. DENOTES #5 VERT. REINFORCEMENT IN
<br />GROUT FILLED c.ELL5, OVERLAP STD.
<br />HOOKED FOOTING- DO)t\lEI.-S 25" MIN.
<br />
<br />SCALE:: 1/4"=1'-0"
<br />
<br />V'!/FLUMBINe LAYOUT
<br />
<br />Thate pIons were prepared for thIs buldlng as Q minimum aervlee b~ the desIgner. The
<br />Contractor and/or Owner must verify all dimensions and actual site conditions. Tha
<br />de$lgner does not accept any reeponeibDlty for oml88ions or errcn contalnO<J herein. The
<br />cllent understands that the desIgner como. no IklbUtt~ lneuranco and therefore agrees to
<br />hold harmless and defend the deal9nU' from all clolma. 1088et and expenses (Includtn~
<br />reasonable attorney fees) anatng out of Of resultlno from the project. The desl9ner wDI In
<br />good faith attempt to pro~de error free construction drawings, but In the e-..ant errors
<br />occur, the designer 'NUl not be Ifable for cost of repairs or dela~ to the constructfon.
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<br />Issue Date:
<br />01.03.05
<br />
<br />Drawn By:
<br />WWM
<br />
<br />1204-06
<br />
<br />FLOOR PLAN
<br />FOUND. PLAN
<br />
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