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<br />
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<br />20 X 1.5 X 1,1 =33#-POS.
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<br />INDICATES #5~ RODS
<br />DO'v'ifLS IN BLOCK CELLS
<br />CONT, FROM FOOTING TO
<br />CONC, LINTEL. FILL
<br />CELLS W/CONC.
<br />
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<br />5'-8"
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<br />21'-4"
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<br />10' X 14' CONC, PAD
<br />
<br />50' -0"
<br />
<br />29'-0"
<br />
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<br />
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<br />11'-4"
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<br />SCALE: 1/8"= 1'-0"
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<br />
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<br />
<br />4' CD CD
<br />
<br />~--------------------~
<br />
<br />
<br />@: CD CD :@
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<br />
<br />~~@@~[fD@~~ (p)~@)[Ji)
<br />
<br />!
<br />
<br />1. USE 8D RING-SHAN!: NAILS FOR ALL FASTENERS IN NAILING ZONE 3 IN 110 MPH 'MND SPEEDS
<br />AND 'M1ERE GROUP Iii SPECIES FRAMING LUMBER IS USED IN 100 MPH WIND SPEED.
<br />
<br />NAILING PATTERNS
<br />
<br />
<br />'Ilft
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<br />
<br />IK [J!
<br />
<br /><lP - WALL OUTLET
<br /><lP WR - OUTSIDE OIJTLET
<br />
<br />~ - 220 OUTlET
<br />-e - BUTTON
<br />$ - WALL S'MTCH
<br />D - DIMMER S'MTCH
<br />"If - PHONE JACK
<br />it - HOSE BI8
<br />!IIIlIII - EXTERIOR CONC.
<br />BLOCK WALL
<br />:=:- S1UD WALL
<br />1-----0-----4 - FLOR.
<br />
<br />D - 2X4 FLQR,
<br />
<br />1-1X4 FlOR,
<br />
<br />SCALE: N. T. S.
<br />
<br />2, SPACE FASTENERS l~" Q,C, MIN, AT GABLE ENDWALL OR GABLE TRUSS.
<br />
<br />3, FASTENER SPACING AT INTERMEDIATE SUPPORTS IN NAILING ZONE 1 MAY BE 12" O.C. IN 90 MPH 'MND
<br />SPEEDS AND WHERE GROUP II SPECIES FRAMING LUMBER IS USED IN 100 MPH WIND lONES.
<br />
<br />OPTlONAL OVERHEAD SER\":.r<
<br />SAME AS UNDERGROIJND
<br />
<br />
<br />r--
<br />'1- PH.
<br />200 AMP
<br />
<br />MAIN
<br />DISCONNEC
<br />
<br />r '/0 m,.. ^''''. '" ,. CONOUT
<br />
<br />14 BARE COPPPER TO TWO 5/8' ROOS
<br />. - MORE ll1AN 6'-0' APART,
<br />ElectriCal Riser Diagram
<br />
<br />SCALE : N, T. S.
<br />tiC.IEi..
<br />1. ELECTRJCAL .LS AND INSTALLATlONS SHALL COMPLY W/APPUCABLE PROV1SIONS OF ll1E NAllON~
<br />mc. CooE, . D4llON. LOCAL COOES, AND 1l1E LOCAL POI'ltR CO, ..:::....'
<br />2. ARC F AUL T PR TEcnON REQUIP'<'O FOR BEDROOM OUTlETS, -l..'
<br />3. ALL KITCHEN <fXJNTER OUTlETS TO BE Gfa PROTECTED CIRCUITS, V
<br />4-. SMOKE DETECtS TO BE HARD WIRED & INTERCONNECTED, ~
<br />
<br />
<br />2~Q~ .I~
<br />$,Jec. "
<br />
<br />ROOF PLAN NOTES:
<br />
<br />
<br />
<br />.
<br />~
<br />I
<br />u-,
<br />It)
<br />
<br />1. 1111S ROOF PLAN IS rWT INTENDED TO SERVE AS A TRUSS
<br />DESIGN, IT IS TO INCICA TE ROOF, CEILING SLOPES AND
<br />HEIGHTS ONLY.
<br />2, TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS,
<br />SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE
<br />FABRICA1l0N. ALSO, TRl:.JSS MANUFACTURER TO
<br />PROV1DE SHOP DRAWlrws FOR FINAL APPROVAL
<br />BEFORE FABRICA1l0N.
<br />3. ALL ROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS
<br />AND ELEVAllONS.
<br />4. TOP PLATE HEIGHTS VARY. SEE BUILDING SEC1l0NS, WALL
<br />SECTIONS, AND ELEVATiONS FOR BEARING HEIGHTS.
<br />5, TRUSS SPACING SHALL BE 24" O.C, UNLESS 0111ER'vVISE
<br />NOTED. CONVEN1l0N/~L FRAMING SHALL BE 16" O,C. OR
<br />AS OTHER'vVISE NOTED.
<br />
<br />6. 1/2" PLYWOOD ROOF DECKING NAILED AS FOLLOWS
<br />'vVI1111N 4'-0" OF ALL EAVES AND RIDGES-
<br />6" O.C. (EDGE AND FIELD)
<br />ALL 0111ER AREAS- 6" O,C. ON EDGES, 12" O.C. IN FIELD
<br />USE 8d COMMON, GALV. OR RING SHANK NAILS
<br />'vVITH 8d COMMON NAILS AT GABLE ENDS
<br />7. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT
<br />ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS
<br />0111ER'vVISE NOTED.
<br />8. ALIGN TRUSSES AND HAND FRAMING SO AS ALL GYPSUM
<br />WALL BOARD TO BE CONTINUOS FROM FLOOR TO CEiliNG,
<br />9, TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION
<br />TO THE FOLLOWING ADDITIONAL LOADS:
<br />ALL CEiliNG HUNG SOFFITS AND SOFFITS wi
<br />CABINETS AS SHOVlIN ON PLANS
<br />
<br />
<br />UNDERGROUND
<br />SERVICE BY
<br />POWER CO. -.
<br />
<br />~-" ,
<br />B' Cf)())
<br />,/ ","
<br />I':. 0'-,)
<br />.-;l ~ :J
<br />
<br />
<br />r---.J c:::> -r E:= ~ :
<br />
<br />tAll CONTRACTOf:S AND SUB-COtfTRACTORS SHALL CONFORM TO All
<br />STATE -'NO LOC...,L COOES ~LE TO THEIR TRADES
<br />2,ONL Y 'M:)RJ( SHC',\N ON THIS DRAWING IS CUTIFlED BY THE AAaiITECT.
<br />J.ANY SPECIAL STilVCTURAl. DESIGN REOOIRED, NOT SHO'M-I BY THE
<br />ARaimCT SHAll BE DONE BY A OOAUFlED STRUCTURAL ENGlNEER,
<br />4,Vt:RIFY All DIt.lE:~SlONS AND CONll4TIONS IN FIElD,
<br />5,ALL CONe. JOOO PSI IN 28 0.4. YS
<br />S,ASSUI.4ED SOil. E=EMING PRESSURE MIN. 2QOO PSF
<br />7.AU. WALLS TO EoE PROPER\. '( BRACED UN TIL CONCRE TE SLAB
<br />IS LOCKED IN PL'CE
<br />S,BACK FlLUNG Bl:HIND CONe. WAllS TO BE DONE IN s. TO 12"
<br />LA YERS -'NO T ~ED.
<br />9,CONTRACTOR RfSPONSlBlE FOR SUPERVISION OF CONS1RUCllON.
<br />10, ANY FlELD CHANGES REQUIRED 'M-fICH ARE NOT CONSISTENT WI-rn
<br />ll1ESE DRAWINGS SHALL BE REQUESTED IN v.RITlNG TO ll1E
<br />ARCHITECT OR DRAFTSMAN WHO 'MLL DETERMINE IF DRAWING
<br />MOOIFlCAllONS ARE REQUIRED FOR COUNTY OR aTY APPROVAL
<br />11. SITE ENGINEERING,BUILDING PLACEMENT,SOIL ANALYSIS 8c TOPO-
<br />GRAPHIC WORK SHALL BE ll1E RESPONSIBIUTY Of 1l1E ol'lNERI
<br />CONTRACTOR. A~Y INFORMATlON NOT CONSISTENT 'M1l1 PlANS
<br />SHALL BE BROUGHT TO THE ATTENllON OF ll1E ARCHITECT OR
<br />DRAFTSMAN IN NRIllNG,
<br />12, DO NOT SC,l.lE PLAN.
<br />
<br />~@@)[J [~~@W@)~D@[Ji)
<br />
<br />
<br />SCALE: 1/8"= 1'-0"
<br />
<br />
<br />
<br />a
<br />
<br />[fJ
<br />
<br />
<br />\
<br />
<br />1-
<br />
<br />~D~[ft)~ ~O@W~~D@[Ii)
<br />
<br />SCALE: 1/8"= 1'-0"
<br />
<br />
<br />
<br />EI [fJ
<br />
<br />1470 SQ. FT.
<br />520
<br />53
<br />2043 SQ. FT.
<br />
<br />J-
<br />[L@~~ ~~@W@~D@[fi)
<br />
<br />SCALE: 1/8"= 1'-0"
<br />
<br />10'-8"
<br />
<br />5'-4"
<br />
<br />12'-8"
<br />
<br />AREA SPECIFlCA 1l0NS I
<br />
<br />50'-0"
<br />
<br />LIVING
<br />GARAGE
<br />ENTRY
<br />TOTAL
<br />
<br />111
<br />
<br />-
<br />
<br />.l;!I1;
<br />
<br />--"'11
<br />
<br />-
<br />
<br />-.--
<br />
<br />-
<br />
<br />
<br />AIC DISC.
<br />
<br />NEMA 1
<br />FLUSH
<br />PANEL-
<br />40 CIR.
<br />
<br />Il-J)f
<br />OUSEa
<br />
<br />10'
<br />'co
<br />
<br />
<br />.--
<br />
<br />r---
<br />o
<br />
<br />.--
<br />
<br />w
<br />
<br />@ -CAN UGHT
<br />
<br />-0- -CEIUNG LIGHT
<br />^ CLOSET LIGHT /
<br />'::..I: - GARAGE 'OOrJOE UGIH
<br />() -BAm FAN
<br />ELECTRICAL
<br />LINE
<br /><1.6 -flOOD UGHTS
<br />
<br />t -lV
<br />
<br />@J - SMOKE DETECTOR
<br />
<br />[] - CHIME
<br />
<br />@= - FL.OIJTLET
<br />
<br />[fl!J - FAN/UGHT BATH
<br />
<br />~ GA_ GROUND FAULT
<br />
<br />
<br />~~
<br />~~.
<br />
<br />26'-4"
<br />
<br />o
<br />to
<br />to
<br />.--
<br />
<br />LOT 4
<br />CHARLESTON OAKS
<br />PASCO COUNTY. FL
<br />
<br />
<br />THIS STRUCTURE HAS BEEN DESIGNED TO THE
<br />2001 FLORIDA BUILDING CODE SECTION 1606.
<br />
<br />.....
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<br />~ DRAWN : J.H,P '"
<br /> CHECKED: J.P. i
<br /> DATE : 2/28/0~
<br /> SCALE : SHO'hN i
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<br /> JOB NO.: 2050~i.
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