|
<br />FRAMING NOTESI
<br />ALL ~OOO USED FOR SOLE PLATES OR IN CONTACT WSOIL. 5HALL BE **2, PT.
<br />SOUTHERN YELL-Ol^l PINE.
<br />
<br />ALL INTERIOR AND EXTERIOR 0LALLS SHALL SE #2 SPRUCE cq. SETTER.
<br />
<br />ALL ENelNEERED ~OOD BEAMS (PARALAMS, ETC.) HAVE 6E~ OESleNED
<br />Ac.COROINe TO THE TRUS5.J0IST SPECIFICATIONS.
<br />
<br />5USSTITUTIONS FOR ALL SIMPSON FASTENERS AND HANGERS MUST BE APPROVED
<br />BY THE ENGINEER OF RECORD.
<br />
<br />ALL ELECTRICAL, PLUMSINe 4 MECHANICAL ROUGH-INS MUST SE COMPLETED,
<br />INSPECTED AND APPROVED PRIOR TO REQUESTING A FRAl'I.l\G INSPECTION.
<br />
<br />ALL INTERIOR DIMENSIONS ARE elVEN TO THE CENTERLINE 0: THE STUD UNLESS
<br />NOTED OTHER0lISE.
<br />
<br />ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF TI-€ FRAME ViALL OR
<br />MASONRY 0LALL v.!HICH ~ILL Al...IeN ~ITH THE FOUNDATION WA.-L BELOv.!. (FRAME
<br />0LALLS ARE HELD IN ~It TO Al...IeN THE EXT. SHEATHING WTHE FOUNDATION).
<br />
<br />ALL 1^l000 IN CONTACT WCONCRETE OR MASONRY SHALL ~ PRESSURE TREATED
<br />LUMSER.
<br />
<br />AJ L v-IOOD HEADERS ARE TO BE NO LESS THAN A OSLo 2Xb #2 5YP. ~ITH A ~It
<br />SPACER.
<br />
<br />CONTRACTOR TO VERIFY ALL ROUGH OPENINe SIZES OF DOORS AND I^lINDO~S
<br />P~IOR iO CONSTF<.UCTION OF THE 0LALLS.
<br />
<br />~
<br />~
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<br />BEDROOM I
<br />CPT.
<br />
<br />BEDROOM 2
<br />CPT.
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<br />
<br />GENERAL NOTES:
<br />~IND LOAD DESleN PRESSURES ARE LISTED AT EACH OPENINe.
<br />
<br />ALL SH:25 ~INDOI^l5 MEET EGF<.ESS REQUIREMENTS.
<br />
<br />ALL HORK SHALL COMPLY v.!ITH THE PREVAILING 5TANDAF<.D 6UILDING CODES 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 EaUAL
<br />OR GREATER VALUE; HOI^lEVER, ALL CHANGES MUST BE SUBMITTED TO THE
<br />ENGINEER OF RECORD.
<br />
<br />IN ACCORDANCE WCHAPTER 4,1.00B (2)(1) OF THE FLORIDA ADMIN. CODE
<br />ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL SE DESIGNED BY THE
<br />F<.ESPECTIVE CONTRACTORS PERFORMING- THE INSTALLATION, TO MEET ALL
<br />APPLICASLE CODES. THE SYSTEMS DRAWN HEREIN AF<.E A F<.EPRESENTATION OF
<br />THE OWNERS DESIGN REQUIREMENTS.
<br />
<br />10'-~'
<br />
<br />(e
<br />
<br />e.H 2'
<br />+~4~l/-Z1 PSF
<br />
<br />BEDROOM I
<br />CPT.
<br />II'-~XIO'
<br />
<br />~--------------------
<br />CLOSET
<br />CPT.
<br />
<br />HALL
<br />VI NYl-
<br />
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<br />
<br />f--o.'
<br />-~f---
<br />
<br />-----c:L05Ef------- ~ ~-----GL-05-ET-----------
<br />CPT. ''I CPT.
<br />
<br />-
<br />
<br />I ~I'- I
<br />
<br />
<br />LAUNDRY JBATH
<br />:P 2'_6' "" 10'
<br />VINYl... ^ 1 r. ~r VINYl...
<br />
<br />DRY. EJeH' r------ t-------L-l-;~ f Q a ~
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<br />I REF.
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<br />
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<br />VINYl...
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<br />
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<br />UNIT A
<br />LIVINe ROOM
<br />CPT.
<br />
<br />;'i
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<br />'-
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<br />..24.bl/-2b.b2 P$F
<br />
<br />..24.~V-Z1 P$F
<br />
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<br />
<br />50'~'
<br />
<br />KITCHEN
<br />VIN'11...
<br />
<br />24'-&'
<br />
<br />"-b'
<br />
<br />10'-10'
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<br />
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<br />VINYl..
<br />
<br />"-4' c.L.R.
<br />I
<br />
<br />BEDROOM 3
<br />CPT.
<br />IO'-~X/O'
<br />
<br />9
<br />
<br />[;J
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<br />
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<br />CONCReTe ...l
<br />PAP
<br />
<br />.p LAUNDRY [
<br />. VI NYI.. I\. f- !'" ANE:l-
<br />
<br />^c- EJ I 60X
<br />----------1 ViA5H. I DRY. ~
<br />H.6.
<br />
<br />FOUNDATION NOTES
<br />
<br />I. THI:; FOUNDATION PLAN v-iAS DE;:;,Ic:;;.NED 6A:;ED UPON AN ALLOWA6LE: :;011..
<br />BEARING> CAPACITY OF :2500 PSF (MIN) CONTRAC.TOR MUST VERIFY
<br />AND COORDINATE AL.L SITE WORK TO MAINTAIN MINIMUM SOIL COMPACTION
<br />REau I REMENT:;,.
<br />
<br />2. ALL BUILDINGS ARE REQUIRED TO HAVE A PRE-CONSTRUCTION TERMITE
<br />TREATMENT. (SEE SOIL TREATMENT NOTES ABOVE)
<br />
<br />3. FOUNDATION SHALL CONSIST OF AN e."XI6" CONT. CONCReTE FOOTING
<br />WITH (2) **:; REBARS ON ROD CHAIRS, SPACED NO MORE THAN 4e" O.C,
<br />FILLED C.ELLS v-!ILL. BE VERT. -5 RODS IN ALL CORNERS AND 6E:;,IDE
<br />EACH MASONRY OPENING-. THE MAX. SPACING- FOR ANY FILL-ED CELL.
<br />WILL BE ~'_O" O.C. ALL RODS MUST BE BENT AND TIED TOGETHER
<br />HITH A MIN. LAP OF :25". SEE v-iALl. SECTIONS.
<br />
<br />PLUHB I NG NOTES
<br />
<br />I. ALL ~TER LINES COMING IN TO THE HOL);.e WILL BE A MIN. OF I"
<br />AND ALL ~TER LINES INSIDE THE HOUSE WILL BE A MIN. OF ~/4".
<br />
<br />2. ALL PLUMBING FIXTlJRe L.OCATION:;, SHALL 6E VERIFIED 6'1'" THE
<br />PLUMBING CONTRACTOR. DRAIN LINES ARE NOT STRUCTURAL AND
<br />MAY 6E RELOC.ATED IN THE FIELD WOUT APPROVAL FROM THE
<br />ENG-INEER OF RECORD
<br />
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<br />
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<br />....-
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<br />4' DRAIN TO $,$,
<br />
<br />~
<br />lI\
<br />
<br />~ ""-- ALL INTERIOR
<br />DIMENSIONS ARE
<br />TO C.L. OF STUD
<br />
<br />~
<br />G~
<br />-liJi
<br />~
<br />"t
<br />~
<br />
<br />UNIT B
<br />LIVINe ROOM
<br />CPT .
<br />
<br />e.H 25
<br />
<br />+24~1/-Z1 PSF
<br />
<br />SLDG. I $ 2
<br />FLOOR PLAN
<br />
<br />5C,ALE 1/4"= 11-0"
<br />
<br />~
<br />3t
<br />
<br />('
<br />
<br />,
<br />I
<br />+24.bl/-2O.62 pe.p
<br />
<br />1
<br />
<br />"
<br />
<br />SQUARE FOOTA0ES:
<br />LIVING AREA UNIT A: 1.111 HEATED sa.FT.
<br />LIVING AREA UNIT 6: 1,111 HEATED sa.FT.
<br />TOTAL: 2,234 HEATED sa.FT.
<br />
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<br />
<br />,t>" CONCReTe E'LOCt< HALl- - TYP.
<br />
<br />" DOH eLVE60AAO INWl-. OYE" i"
<br />P,T. I"'IRRJNa eTRIP& (POI..YFILM
<br />OVER FIRRJNe), FINle.HED Wi"
<br />eyPOOM eoAF.D
<br />
<br />
<br />.~ VERT. ReINFORG-e;Me::NT IN CONT.
<br />FILLED CELL, OYERL-APPINe ., 5TD,
<br />HOOKED FOOTI~ DO"",,,,!.. :2!S" MIN.
<br />
<br />" STD. HOO!<EO f"OOTIN6 DOI"EL.
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<br />U=::J.I.YE. FOOTING DETAIL
<br />~sCALEI 1/:211=1'-011
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<br />2"-0'
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<br />J CPT.
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<br />
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<br />
<br />CLOSET
<br />CPT.
<br />~------------------------
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<br />
<br />C1'-o' O.c-. MAX. TYP.
<br />
<br />
<br />CONC.RETE ENC.ASED "UFER" EL.ECTRODE IS
<br />REGUIRED PER ART. :250-:;0, 1G1G1G1 N.e.c.. MUST
<br />BE INSPECTED PRIOR TO CONCRETE PLACEMENT
<br />
<br />4" FI.-OOR SLA6 OF ~OOO PS I
<br />CONCRETE RE I NFORCED
<br />W6"XbOl-IOXI0 ~M (OPT.
<br />FI6ERMESH CONcJ eVER b MIL.
<br />VAPOR BARRIER AtiO CLEAN,
<br />COMPACTED (C\5%) rlL.L., TReATED
<br />FOR TERMITES. --
<br />.....-----
<br />
<br />
<br />"I" ~-n"")~
<br />~A/V7 12 '"
<br />'f} ~~ y}~ . ~ \., \.~)z- I tx-Jfy\..
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<br />! ......2' DRAIN JZ' · .-2~"DRAIN!
<br />,,' " " I
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<br />II ~~1o'I1 3'" DRAIN I
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<br />Ii ' ___J :
<br />
<br />:~ :
<br />I ~ ~2' DRAIN I
<br />l \,I IVENT INSTALL DRAIN LINES I
<br />: FOR AHU 8. \,lATER HTR, :
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<br />L____________________________
<br />
<br />
<br />UNIT A
<br />
<br />LIVINe AREA
<br />F,F, ELEV, 0,0
<br />
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<br />:: .' I ", 3" DRAI~-~ :
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<br />Lr----t\ I .,
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<br />:' 2' DRAIN : '
<br />: \,I /VENT INST ALL DRAIN LINES "r
<br />: FOR AHU 8c \,lATER HTR, ' I
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<br />- F VL~\itO 100 0 I\r-.( '> i:J}
<br />v )tc ~,'~ lrt~ fz...
<br />UNIT B
<br />
<br />L1VIN6 AREA
<br />F,F, ELEV, 0,0
<br />
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<br />L__________________________________________________________~
<br />
<br />.
<br />
<br />.
<br />
<br />
<br />a'-b'
<br />
<br />f=ILLED CELL:;' VVVE:RT.
<br />**5 REBAR5
<br />
<br />
<br />.
<br />
<br />.
<br />
<br />~---------------------------------------------------------------------------------------------------------
<br />
<br />a'-b'
<br />
<br />6'-b"
<br />
<br />:25 '-C'
<br />
<br />1~'-4"
<br />
<br />6'-b"
<br />
<br />:25 '-0"
<br />
<br />50'-0'
<br />
<br />
<br />9
<br />\l)
<br />
<br />
<br />.
<br />
<br />
<br />~
<br />
<br />...,
<br />-+- \
<br />...._1
<br />
<br />
<br />BLDG. I c$ 2
<br />FOUNDATION PLAN
<br />
<br />AI.-L DIMENSIONS
<br />ARE TO FACE OF
<br />MA50NRY, U.N.O.
<br />
<br />JI'!/PLUMBINe LAYOUT
<br />
<br />SCALE: 1/4"= 11-0"
<br />
<br />. DENOTES **5 VERT. REINFORCEMENT IN
<br />e~OUT FILLED CELL5, OVERLAP :;,TD.
<br />HOOKED FOOTING DO\t'-lEI.-S 25" MIN.
<br />
<br />Thete plans were prepared for thIs f>lJldlng as a minimum servlce by tI'le desIgner. The
<br />Contractor Ofld/or OWner must verify all dimensions and actual alte conditions. The
<br />destgner does not Qccept any reeponslbVlty for omla8tona or errore contained herein. The
<br />client underatanda thot the desIgner ~ no ltobRtty Insurance and tI'lerefor. ogre" to
<br />hold harmless and defend the dMT9ner fr.xn all datm.. loues and expenses (tndudtnQ
<br />reasonable attomey fees) arlalng out of or resulting from the project. The deaf9nor wDl In
<br />good faIth ottempt to pro'dde error free construction drawings, but In tI'le event orrort
<br />occur, tI'l. deal9ner wDI not be Itoble for coat of repatra or delay to the constructIon.
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<br />Issue Date:
<br />01.03.05
<br />
<br />Drawn By:
<br />'NWM
<br />
<br />1204-06
<br />
<br />FLOOR PLAN
<br />FOUND. PLAN
<br />
<br />
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