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HomeMy WebLinkAboutSITE PLAN 6-26-18" o-------------------------•-------------------------- - - - N 110 05' 21" E 252,59' ---------- - - -------------------------------------•---------------------------- ------ ' I CIA cp cp I - - - - - - - - - - - _ 4----------------- -- ----------- `�------------- 0 SILT FENCE, SEE DETAIL \----------------- ----- --- DTI REQ GK o I THIS SHEET \ ' ' ',I SETBA 0 1 cv I - 1 P� — 4 I PORCH I � /�.\ \ \ II, Q EXISTING m j _ PORCH — — 1 — _ di POOL, S 2403 4011 W 6p 15' - - _.� �� ADDITION D K �/ F.F.E. TO MATCH _ \ ` Z ` -- - ------- EXISTING POOL �i EXIS111�Cs -� \ .� DECK ��w'�t; `. *`� �\ ONE�\� STORY POOL REC1ENCE' -- --I EXISTING. I�_;;I___-- „� i' EXISTING $?\\ fi $O I I 1 I I i 1 I I 1 � 11 1 ' 1 O_ I \ � 1 \ m i y ` \ i ...... ., .a P a j � � I DECK I ADDITIONII/--------- � I READ SETB,p,GK 0 4 U - ----- U, ---------- ------ ,yl \ \ \ O q c�\ \ +s l 1 \ -- ---o--------------------- ---- \ — Q Q DRIVEWAY \ \ \ N 400 12' 56" W �/� p uUi m EXISTING \ \. ------------------------- ------ -- N IT 05' 21" E 186,21' - - - , , , , , , , , , POST: 2" X 4" F.T. POST OR 2 1/2" MIN. DIAMETER WOOD: STEEL 1.33 LBS/FT MINIMUM FILTER FABRIC: IN CONFORMANCE W/ SECTION 985 FDOT SPEC. SILT FENCE DETAILS NOT TO SCALE PRINCIPAL POST POSITION: PANTED 20- TOWARD FLOW 6, MAXIMUM d u FILTER } FABRIC SILT FLOW ELEVATION SECTION SITE 1/16" = I,-O" RECEIVED AdOD I4uttLing Coaurteyant PLAN SCANNED BY St.. La* Cy r AREA CALCULATIONS LIVING AREA 3 1 6 1 SQFT NON -LIVING AREA 1 4 8 9 SQFT TOTAL UNDER ROOF 5 2 5 O SQFT TOTAL LOT AREA 3 0 8 0 5 SQFT STRUCTURAL FOOTPRINT 1 l , 049. LEVEL 2 ALTERATION 2 O 1 i FLORIDA BUILDING CODE ................... m,,,,,,,„,,,,,.................... ,,,,,............................................................. I ............................. ,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 8 O 1 € GENERAL ,,,�,,, ,. .. S O 3 € BUILDING ELEMENTS AND MATERIALS 8 O i STRUCTURAL ............................................................................................................................... 8 O 8 ELECTRICAL " ................. ""„ THE LEVEL OF WORK SHALL INCLUDE THE FOLLOWING: FORM 8 POUR NEW CONCRETE SLAB FRAME # POUR NEW C,M.U, WALLS INSTALL NEW P.T. WOOD POSTS INSTALL NEW ELECTRICAL CIRCUITS INSTALL NEW ELECTRICAL FIXTURES INSTALL PRE-ENGINEERED WOOD TRUSSES AT 24" O/C MAX. u. O 4 W N F W O U W O I_l W N f(Y 0L HE V (Y O z U_ z LU z 0 U �ww�nn W VJ � L (Y. U-1 Z Q 2 9 MAY 18II c -------- I I, I I ; I I I / I I I I � I I I / I , T , -------- I -- ROOF FRAMING TO REMAIN —L--�-- z- \/ ROOF FRAMING TO BE REMOVED — I SHORE EXISTING ROOF TRUSSES e BEAMS BEFORE BEGINNING ANY DEMOLITION, SEE DETAIL THIS SHEET ..------ ------------ ,1 II I I , REMOVE EXISTING DEL 2" X 12" WOOD BEAM „ ;; '! I ` COVERED PORCH ' " I (qtg' EXISTING REMOVE EXISTING �I SCREEN ENCLOSURE „ I — _ ------------------------- --- _ EXISTING WOOD POST TO BE REMOVED h REMOVE EXISTING ROOF FRAMING ROOF FRAMING TO BE REMOVEfJ i TO REMAIN SCREEN ENCLOSURE REMOVE EXISTING PORTION TRIPLE 2" X 12" WOOD BEAM EXISTING , POOL DECK REMOVE a REPLACE EXISTING POOL DECKING W/ NEW II, POOL I EXISTING I I , I, Il EXISTING TRUSSES PRE-ENGINEERED SCAFFOLDING BEAMS PRE-ENGINEERED SCREW -JACK =� SCAFFOLDING VERIFY SPACING W/ MANUFACTURER FOR ALL PRE-ENGINEERED SCAFFOLDING, BEAMS t GROSS -BRACING TRUSS 8�401RING DETAIL I11 = II-0il 1/4" _ I'-0" , � I I I I i i REMOVE t REPLACE EXISTING F SCREEN ENCLOSURE W/ NEW I PLAN REMOVE t REPLACE EXISTING SCREEN ENCLOSURE W/ NEW ' I I i DOWEL NEW SLAB TO EXISTING W/ 8" LONG 05 BAR DOWELED t EPDXIED INTO EACH ® 48" O.C. 4" THICK 3,000 P.S.I. MINIMUM FIBERMESH CONCRETE — e •o 6" MINIMUM = '� C G EXISTING SLAB NEW SLAB 6 MIL, VAPOR BARRIER ON 2,500 P.S.I. COMPACTED t TERMITE TREATED SOIL SLA5 REPAIR DETAIL 3/411 = 1'-011 GREATER THAN 24" DOWEL NEW SLAB TO EXISTING SLAB WITH 114" x 3" TAPCONS a 12" O,C, STAGGERED W/ I" MIN- EMBEDMENT INTO EXISTING SLAB 4" THICK 3,000 P.S.I. MINIMUM FIBERMESH CONCRETE — y i" MINIMUM C ♦�- d ee.ad e e -ad' IXISTING SLAB NEU! SLAB Fi MIL. VAPOR BARRIER ON 2,500 P.5.1. COMPACTED d TERMITE TREATED SOIL cJ' L 5 REPAIR DETAIL 3/4" = 1'-0" LESS THAN 24" LEGEND 8" X 8" CONCRETE FILLED CELL W1 I - 05 BAR DOWELED TO FOOTING t HOOKED TO BEAM * ALL WINDOWS, DOORS, CORNERS < AT 48" O/C MAXIMUM CONCRETE POURED s FORMED IN PLACE W/ 2 - •5 BARS DOWELED TO FOOTING A HOOKED TO BEAM 16" X 16" CONCRETE FILLED CELL W/ 4 - °5 BARS DOWELED TO FOOTING E HOOKED TO BEAM FOOTING SCHEDULE MARK SIZE STEEL REMARKS ® 24" WIDE X 14" DEEP 3 - 05 BARS MONOLITHIC ® 8" WIDE X 8" DEEP I - •5 BAR MONOLITHIC © 12" WIDE X 8" DEEP 2 - 05 BARS MONOLITHIC ® 36" W X 36" W X 12" D "5 BARS 8" O/C PAD MONOLITHIC FOUNDATION NOTES BOTTOM OF ALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE THE OUTER BAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE CONTINUOUS AROUND CORNERS OR BY BENDING WITH MINIMUM 30" LAP EACH DIRECTION ALL FOOTER BARS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE THE CONCRETE IS CAST AGAINST THE EARTH OR 1 1/2" WHERE THE CONCRETE IS EXPOSED TO EITHER WEATHER OR THE EARTH ALL DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND BE EMBEDDED 6" INTO FOOTING DOWEL BARS SHALL LAP VERTICAL WALL REINFORCING BARS MINIMUM OF 30" PLEASE NOTIFY THIS OFFICE OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH ANY WORK TYPICAL FOR ALL CONCRETE (3,000 P.S.I. CONCRETE) 4" THICK CONCRETE SLAB W/ 6" X 6" 10/10 W.W.F, OR FIBERMESH OVER VAPOR BARRIER OVER CLEAN, COMPACTED AND TERMITE TREATED SOIL (2,500 P.S.F. SOIL) cm n O r 6'-4" 6-0" r J I I NEW EXISTING j ®; ::::, ExisrlNG --- F-L" FOUNDATION I I rj m_._._._._._._._._.�i._._._--::_._. _ _ .__ LIMPSNEW 1—DOWEL NEW SLAB INTO ISTING, SEE I FOUNDATION f DETAIL EX NIS SHEET Coe 1) I O � 14'-6" I I A _ ®'I 4 FLU844 '0O I � BARS AT a" POURED O/C EACH WAY SOLID NP.0 E<ISTRIG 14'-6" FOUNDATION 1/4" = V-O" I I EXISTING ♦`• POOL DECK REMOVE E REPLACE EXISTING POOL DECKING W/ NEW ♦l I POOL EXISTING OL DECK ---------------------- 1 PROPOSED POOL DECK AI 1 1 EXISTING � 1 PROPOSED POOH. 1 POOL DECK DECK I, A I I p-0" mom 41'-10" (VERIFY IN FIELD) n (l� c (i V cq L L C4 l� n Q 3 ti �U u- w Q cl) •yam 9l Z IL lu 0m n 2 S MAY 1 8 18112 W AREA CALCULATIONS EXISTING UNDER ROOF 5 O 8 3 SQFT LIVING AREA NON -LIVING AREA 3 6 1 1 3 2 2 5QF7 SQFT ADDITION COVERED PORCH I Fi l SQFT PROPOSED UNDER ROOF 5 2 5 O SQFT LIVING AREA NON -LIVING AREA 3 (0 1 1 4 8 S SQFT SOFT - - - - - - - SIDE SETBACK - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ 4- NEU H. \ \ SCREEN SEX \DOOR )H vNEW 32" 16" ! —GA \C . SHUTOFF . VENEER � \ o .qr- ot \ \ --------------- Io I � o I I I )DD EXISTING 150 AMP ELECTRICAL PANEL W/ 12 SPARES —\ II � - -- \ / COVERED PORCH g EXISTING WALL TV i \l. ----- !-- / - - - ------- * -1-------------------- ------------------ v EXISTING WOOD POSTS FLUELEBS GAS / VAULTED CEILING -O i I \ FIREPLACE, / Ou' I\ / NO CHIMNEY- / QOOR T / LIYI Cs / I2'-3" AT PEAK\ ✓ 12 12 y \ \ 15'_2" A �4'-6" -v EXISTING L----- ' - --- -- - -------------•--------------- POOL DECK 14'-2" 6" X 6" P.T. WOOD ' 4'\ �ENCLOsurr=m POST BOXED OUT / 1 TO a' X a' (TO / �L \ " MATCH EXISTING) / A ------ - \ A i 4 \ \ \ l LEGEND O EXISTING 2" X b" FRAME WALL O EXISTING 2" X 4" FRAME WALL Y.GSG.G.G� PROPOSED 8" G.M.U. WALL 11`—� PROPOSED 2" X b" FRAME WALL C==== PROPOSED 2" X 4" FRAME WALL 8" X 8" CONCRETE FILLED CELL W/ I - 05 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM ALL WINDOWS, DOORS, CORNERS 4 AT 48" O/C MAXIMUM PLAN 1/4" = 1'-0II \ REMOVE 4 REPLACE 4„ EXISTING POOL EXISTING - - - - - - - - - - - - - - - - - - - - - - - ---------------------------- II ------------------ 1 II I I I i i NEW MIW- 11 Ily KITCHEN EXISTING \ DECKING W/ NEW \ \ - .. -- -..FLUSH NEW GAS RANGE W/ EXH� FAN IN WOOD POOL EXISTING NEW ]EXISTING I . 1 " 11 NEW SCREEN I ENCLOSURE I' ' l � 1 ' 1 1 ' I' I I I! \ T ` \\\`----I EXISTING POOL DECK - - - PROPOSED POOL DECK 25'-0" NEW SCREEN (VERIFY IN FIELD) i i i PROPOSED I EXISTING POOL DECK POOL DECK REMOVE 4 REPLACE EXI8TING SCREEN ENCLOSURE W/ NEW - 1 / / �I 1LU O lll I 1 (y 1 1 11 11 11 1 I� m 1� 1 1 �( 1 1 w -17 1 1 O 1UA 1 O I Q 1 1 �Q 1 tu 1 � O 11 L 1 1 11 1 1\ CL 11 1 V REVIS 1 1 / 1 1 2 9 MA BRG. HT. NO-119E F.F.E.— - 0'-4" PORCH FLOOR CONCRETE TILE ROOFING (STYLE 4 COLOR TO MATCH EXISTING HOUSE) —� + 8'-0" BRG, HT. I � P.T. WOOD COLUMN STONE VENEER AT FIREPLACE I (VERIFY STYLE 4 FINISH W/ OWNER) i NOil E�F.F.E. - CI-4'I PORCH FLOOR .(.�'--_— _—_ _ LEST 1/4" = i'O" PROPOSED ADDITION CONCRETE TILE ROOFING — (STYLE 4 COLOR TO MATCH EXISTING HOUSE) 6 I� EXISTING STRUCTURE SHOWN BEYOND t ME LLE IL lima EXISTING STRUCTURE I PROPOSED ADDITION I EXISTING STRUCTURE30 NEW SCREEN ENCLOSURE NOT SHOWN FOR CLARITY I I STONE VENEER AT FIREPLACEOWNER) O (VERIFY STYLE 4 FINISH W/ OWNER) FREAR ELEVA TI 1/4" = 1'O" SOUTH EXISTING STRUCTURE SHOWN BEYOND EXISTING STRUCTURE ELEVATION EAST CONCRETE TILE ROOFING (STYLE 4 COLOR TO MATCH EXISTING HOUSE) + 8'-0" BRG. HT. P.T. WOOD COLUMN STONE VENEER AT FIREPLACE (VERIFY STYLE 4 FINISH W/ OWNER) HOu E F,F.E.— - 0'-4" PORCH FLOOR — _ — _ — -- EXISTING STRUCTURE i PROPOSED E ADDITION RIGHT ELEVATION 114 WEST 'A' FIREPLACE ELEVATION 1/2" = 1'O" 11'-il CEILINCa PEAK + VG 8'-O BEARING HT. PORCH F.F.E. O'-olF.F.E_— + pdRCH F.F.E. J PcEFF,E - 01-4" PORCH FLOOR CONCRETE ROOF TILE ON SO* HOT 12 MOPPED GRANULATED SURFACE Q6 FELT ON 300 FELT ON 5/8" CDX PLYWD. ON PRE- ENGINEERED WOOD TRUSSES + 24" O/C 6 (PAINTED) I" X 6" TONGUE 4 GROOVE WOOD CEILING TRIPLE 2" X 12" BEAM COLUMN TRIM TO MATCH EXISTING SCREEN ENCLOSURE P.T. 6" X 6" WOOD POST W/ I" X TRIM (SHOWN BEYOND) ' 4" THICK 3,000 P.S.I. CONCRETE " SLAB W/ 6X6 10/10 W.W.F. OR IFIBERMESH . O'-O" PORCH F.F.E. ' 11 . vISQUEEN VAPOR —' ------ BARRIER CLEAN 4 COMPACTED, TERMITE -TREATED FILL WITH 2,500 P.S.F. SOIL BEARING TYPICAL 1/211 = 110" + il'-II" CEILING PEAK *+ 12'-9" PORCH F.r F- SIMPSON MT820 AT EACH TRUSS HEEL HEIGHT TO MATCH EXISTING HOUSE + 8'-0 BEARING HT. + B'-4" PORCH F,F.E. ALUMINUM FLASHING ON I" X 3" P.T. WOOD DRIP ON 2" X 8" CEDAR FASCIA ON 2" X 4" SUB FASCIA (TO MATCH EXISTING) VG 3/8" ROUGH -SAWN C.D.X. PLYWOOD SOFFIT TO MATCH EXIST. P.T, V X 8" BASE TRIM + O'-0 F.F.E. _ _ - — a 0'-4" PORCH F.F.F- FINISH GRADE 24" WIDE X 14" DEEP THICKENED EDGE W/ 3 - 05 BARS CONTINUOUS 4 PALM BEACH CHAIRS s 32" O/C SECTION ui U z ul Lu u- jwz O i` Q n d B N O d)( 1Ln. z r cD 2 9 MAY 1 8 wiIIIIWI WIN TYPICAL AT EACH 6Xro P,T, POST: SIMPSON ECCLR666 POST CAP SIMPSON ABU66Z POST BASE SIMPSON HUSC212-3: FASTENED TO WOOD: I6-16d TO HEAL 4 6-I0d TO JOIST FASTENED TO MASONRY: 1/4" X 1-34/ HEX HEAD TITEN SCREWS P.T. DOUBLE 2" X 10" WOOD BEAM FOR TRI BEARING ROOF 1/4" = V-O" ANCHOR NOTES FRAMING ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM W/ SIMPSON ETA20 NLESS NOTED OTHERWISE ON LAYOUT ALL MEMBERS ARE ANCHORED TO FRAME WALLS W/ SIMPSON =NLESS NOTED OTHERWISE ON LAYOUT VERIFY UPLIFTS W/ TRUSS MANUFACTURER BEFORE INSTALLATION OF CONNECTORS THIS LAYOUT 15 FOR BEARING DETERMINATION FEASIBILITY 4 ARCHITECTURAL AID, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 4 ALL TRUSS HEADER ENGINEERING ALL TRUSS STRAPS, ANCHORS, TIE DOWNS, ETC, MUST BE VERIFIED W/ WIND LOAD REPORTS PRIOR TO INSTALLATION TRUSS PLANS 4 WIND LOAD REPORTS MUST BE SUBMITTED TO ARCHITECT BY TRUSS MANUFACTURER FOR VERIFICATION 4 APPROVAL PRIOR TO FABRICATION PLAN ANCHOR LEGEND MAXIMUM ALLOWED UPLIFT SIMSON MODEL NUMBER QUANTITY, SIZE 4 TYPE 1 8 1 O HETA20 12 - IOd 1 4 5 O WT620 24 - 10d C 1000 MT512 14-10d 1 O 3 5 HGT-2 2- 3/4" ANCHOR TO CONCRETE 16 - 10d GIRDER 9 0 3 5 HGT-3 2- 3/4" ANCHOR TO CONCRETE 16 - IOd GIRDER + W-III' CEILING PEAK . 2 3'' PORCH F.F.E. - - CONCRETE ROOF TILE ON SO* HOT MOPPED GRANULATED SURFACE FELT ON 30" FELT ON 5/8" CDX PLYWD, ON PRE- ENGINEERED WOOD TRUSSES la 24" O/C SIMPSON HETA20 AT EACH TRUSS HEEL HEIGHT TO MATCH EXISTING HOUSE P.T, DOUBLE 2" X 10" WOOD BEAM FOR TRUSS BEARING + 8'-O" BEARING HT, _ . 8'-4" PORCH F.FE. ALUMINUM FLASHING ON I" X 3" P.T. WOOD DRIP ON 2" X 8" CEDAR FASCIA ON 2" X 4" SUB FASCIA (TO MATCH EXISTING) 3/8" ROUGH -SAWN G,D,X, PLYWOOD SOFFIT TO MATCH EXIST. SURFACE APPLIED STONE VENEER FLUELESS GAS FIREPLACE (VERIFY SIZE W/ MANUFACTURER) �8" CONCRETE SILL . O'-4" PORCH F,F.E. - - ................ ........... 14 ::j ,I, � 0 0 0 0 0 ------- ------------ FINISH GRADE 40"� 40" WIDE X 14" DEEP THICKENED EDGE W/ 05 BARS AT 8" O/C EACH WAY TYPICAL 1/2" = 1'0" 0 VJ (PAINTED) I" X 6" TONGUE 4 GROOVE WOOD CEILING TWO COURSES OF CONCRETE FILLED BOND BEAM BLOCK W/ I - 06 BAR 8" X 8" CONCRETE FILLED LINTEL W/ I - *5 BAR CONTINUOUS 24" FIREPLACE OPENING 4" THICK 3,000 CONCRETE SLAB W/ 6X6 10/10 W.W,F, OR FIBERMESH . 0'-0" PORCH RP,E. - - - - - ------------ - VISQUEEN VAPOR BARRIER CLEAN 4 COMPACTED, TERMITE -TREATED FILL WITH 2,500 P.S.F. SOIL BEARING SECTION PRE-ENGINEERED WOOD TRUSSES AT 24" O/C ANCHORED TO EXISTING TRUSSES W/ SIMPSON "LSTAI5 ONE AT EACH END DRILL HOLE INTO EXISTING EXISTING PLYWOOD TRUSSES 4 ATTACH TO TOP CORD OF EXISTING TRUSS OVER III = II -Oil NAILING SCHEDULE ITEM NAIL SIZE EDGE SPACING NAIL SPACING NOTES 5/8" CDX ROOF SHEATHING 86 6" O/C 6" O/C GLUE ALL PLYWOOD WITHIN 4' OF ROOF EDGE 5/8" CDX ROOF SHEATHING 8 d 4" O/C 6" O/C 8'-0" FROM GABLE END TO ROOF EDGE 1/2" CDX ROOF SHEATHING 8 d ro" O/C roll O/C 3/4" T 4 G FLOOR SHEATHING 1 0 d b' O/C 6' O/C GLUE ALL PLYWOOD (PL400 OR EQUAL) STUD TO 2 " X 12" HEADER 1 6 d 3 PER HEADER PLY BASE SHEET NAILING 6" O/G I tell 4 II" ROOF SHEATHING USE 8d RING SHANK NAILS ALL NAILS ARE TO BE GALVANIZED FRAMING DETAIL EXISTING 150 AMP ELEC' PANEL W/ 12 SPARES IN I \ ROOM, SEE FLOOR PLAN R\ .H. WP GFI T­ I fvwPGfi \ I "T. W/ \ I I r.I OWNER II / ELECTRICAL 1/4" = 1'-O" ELECTRICAL NOTES PROVIDE ARC -FAULT INTERRUPTOR PROTECTION 4 TAMPER -RESISTANT RECEPTACLES THROUGHOUT THE RENOVATED AREAS PROVIDE ARC -FAULT INTERRUPTOR PROTECTION TO ALL NEW CEILING FANS PROVIDE VARIABLE SPEED SWITCHES FOR ALL NEW CEILING FANS VERIFY ALL SPECIAL WIRING W/ OWNER PRIOR TO INSTALLATION, OWNER SHALL DIRECT LOCATION OF ALL SPECIAL RECEPTACLES 4 WIRING ALL NEW 4 EXISTING SMOKE DETECTORS SHALL BE WARD -WIRED 4 INTERCONNECTED VERIFY W/ OWNER LOCATION FOR ALL TV RECEPTACLES POWER NECESSARY FOR ALL SOUND 4 VIDEO EQUIPMENT PLAN LOAD CALCULATIONS GENERAL LOAD GENERAL LIGHTING e 3 WATTS/SQFT 1 0 0 3 SOFT 3 0 0 9 REFRIGERATOR a 1500 EACH 3 000 MICROWAVE 2 000 3 SMALL APPLIANCES o 1500 EACH 4 500 EXHAUST HOOD 500 WATER HEATER o 4500 EACH 4 500 TOILET EXHAUST FAN + 500 EACH 1 000 PADDLE FANS ® ISO EACH 4 500 DISPOSAL a 1000 EACH 1 000 TOTAL GENERAL LOAD 24 009 DIVERSIFIED GENERAL LOAD FIRST 10 KW ® 100% —To 0 00 REMAINDER ® 40% 5 b 0 4 TOTAL DIVERSIFIED LOAD 15 604 CONTINUOUS LOAD AHU 01 W/ HEAT STRIP 9,96 KW 11 13 6 TOTAL LOAD 2 6 l 40 SERVICE VOLTAGE 1 1 1, 4 2 AMPS 120/240 V SINGLE PHASE EXISTING PANEL SIZE 1 5 0. 0 0 AMPS ELECTRICAL LEGEND DUPLEX RECEPTACLE d DUPLEX RECEPTACLE TOP HALF SWITCH 44^ DUPLEX RECEPTACLE MOUNTED ABOVE CABINET CA DUPLEX RECEPTACLE GROUND FAULT INTERRUPT 01P DUPLEX RECEPTACLE WEATHER PROOF 220 VOLT RECEPTACLE $ SINGLE POLE SWITCH $3 THREE WAY SWITCH $4 FOUR WAY SWITCH $R RHEOSTAT SWITCH WALL MOUNTED FIXTURE O CEILING MOUNTED FIXTURE E8 CEILING MOUNTED FIXTURE RECESSED (DIRECTIONAL) �U ELECTRICAL DISCONNECT ® BATHROOM EXHAUST FAN V TELEPHONE JACK Tv TELEVISION OUTLET --a— ELECTRIC MOTOR ® SMOKE DETECTOR cn CARBON MONOXIDE DETECTOR 8 ELECTRICAL METER ELECTRICAL PANEL FLUORESCENT FIXTURE Qo CEILING FAN