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HomeMy WebLinkAboutRevisions; Plans to show outdoor kitchenOFFICE USE ONLY: DATE FILED: to • 25 • a —I REVISION FEE: -fit Q .2). rl 5 PERMIT # v RECEIPT 1 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: ©� :WI'1 /611k D✓ `c. . i-t- q DETAILED DESCRIPTION OF PROJECT .. Vlcrs '% �✓ CONTRACTOR INFORMATION: RECEIVED JUN 2 5 Z021 St Lucie County Permitting STATE of FL REG./CERT. #: C6C 0-4&6 4 6 ST. LUCIE CO CERT. #: BUSINESS NAME: g 6CV -F QUALIFIERS NAME ` UL, ADDRESS: , 0- CITY: 1;1 STATE: 6- ZIP: 3`fl`I PHONE (DAYTIME): V - -7 FAX: C772) `/� 7- I N 6 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: FAX: Ir7:T:� ZIP: ZIP: Tvw�s �Ft a, t LE copy !w Yt 1 (1) #5 VERT. BARS NOTE: CMU WALL IS NOT AT I FOUNDATION TYPE TO BE °a (.) #5 HORIZ LARGE SPANS &VERT. DETERMINED IN THE FIELD FIBERMESH OR .': STEEL FROM FOUNDATION BAR CONT. WELDED WIRE TERMINATES @SLAB I. .. - 12" X 12" CMU BLOCK MESH. SEE FOUND. X— a X a ' COLUMN W/ (2) #5 BARS NOTES (1) #5 HORIZ. BAR CONT. —J, FOOTING REBAR ° — S-2 S-3 Z a —- ° FIBERMESH OR WELDED I —I (—to WIRE MESH. SEE FOUND.04 rr -— NOTES 6,1 BB16 ■ —BB16 (n m o io a a X d X —XiC yr - FOUNDATION YPE TO BE -- $ 'o. Q� Xa x ,� 10 TYP. THICKENED EDGE DETERMINE IN THE FIELD N ra ° ° _ .SCALE: 1" = 1,-0„ — S2 m 4 — 0 CVO =III .. ° I_ 1OR6 mto 36" WX36" L X 18"D THICK CONC. ISO I w V d S-2 FOOTING W/ (3) #5 BARS EA. WAY IN I —I .•a . ' •. 8" X 16" CMU STEM WALL BOTTOM, SET BELOW GRADE — —III (# OF COURSES TBD) r ■ ■ BB24 ■ ■ ■ BB24 ■ ■ ■ BB24 ■ ■ —� �= l I III-1 11-11 g _ W I . — . — . — . — . — 4" THICK CONCRETE FLOOR SLAB 3,000 P.S.I.. S_2 m Y ■ I MIN. WITH TROWEL SMOOTH FINISH ILL! - 2'-0" #5 ROD W/ 10" HOOK EMBED ° M XI IMIN. OF 7' INTO FOOTER. SEE 5 ■ REINFORCED WITH MESH OR FIBER ESH X 6" • 6 MIL VAPOR 1 STORY EXTERIOR MONO. FTG. " STRUCTURAL ENGINEERING S-3 N BARRIER ONCOMPACTED /T TREATED SOIL I M Il LAYOUT FOR LOCATION AND L I m I 3 m TYPICAL RUNNING BOND m w v SCALE: 1" = 1'-0" SPACING (WHERE SPLICE ■ I n. o� S-Z � BEAM IS (2) COURSE OF H S-3 OCCURS 30" LAP. MIN) ■ ■ ° : n OR U-BLOCK W/ (2) #5 BARS 0 I = IL d y. /1■.�N�{ f.:• OR(1)#7 BAR CONT. EA. SORB �,j. ° 4 FOOTING REBAR (/ sl\.Jl, m I COURSE S_2 d. M (3) #5 BARS CONT. TOP@ FIBERMESH OR WELDED ... a° (3) #5 CONT. VISION m a.... I FOUNDATION YPE TO BE I m o LL Y GARAGE RECESS WIRE MESH. SEE _ a - °a I DETERMINED IN THE FIELD co o J FOUND.NOTES - 4 • a ■ I • • • STD. OR RECESSED PRE -CAST ■ �' SLOPE 3/4" FOOTING REBAR m ° a ° LINTELS ABOVE WINDOWS, N.. (3) 05 CONT. I I — . — . — . — . — . — . — . — . — . — . — . — . — . — I N rn a, DOORS &LARGER SPANNING L� �J s• N co 2'-0" I OPENINGS W/ (1) #5 BAR IN I o - e PRE -CAST LINTEL POURED ■ NJ BB24 ■ ■ ■ RL BB24 Is ■ co N ® CONTIGUOUS WITH BOND BEAM w N CD (CAST-CRETE/LOTSOR EQ.) JTEM WALL FTG.— ------ — —.—.—. al IC aSCALE: 1"=1-0 _ U {2)#4X60"@ALL I �� 30R8 m y o — I a — CORNERS (TYP.) S-2 I LL a TYP. PRE -CAST LINTEL DETAIL ■ 1 a 4 I I SCALE ,"=,,_6„ N Ca NO _ J — (I I— —I 1 III —III 2"X4"STUDS @ 6"D.C. W/ o d SIMPSON SP4 ST S TOP & 2,-O„ ` BOTTOM W/ (8) 8c NAILE 1 OR 6 S-2 2"X 4" PT #2 SYP I 1 1 BOTTOM PLATE ■ ■ t OR 8 S 2 GARAGE DOOR RECESS MONO. FTG. I Sz �C J-BOLTS @ 24" O.C. & EA. I \\\\ ,•" ®� S-2 SCALE: 1" 9 1'-O" CORNER @FRAMED WALLS (ONLY @ BEARING (1) #5 VERT. BARSFOUNDATION TYPE TO BE - FOUNDATION TYPE TO BE 0.- WALLS)(WHERE REC.)FIBERMESH OR ELDE I DETERMINED IN THE FIELD DETERMINED IN THE FIELD (/$j,7 (1) #5 VERT. BARS WIRE MESH. SEE FOUND.I" O a N TES ■ FIBERMESH OR WELDED WIRE %a NOTE: SEE FLOOR PLANS FOR ALL (1) #5 BARS MESH. SEE FOUND. • d `ao DIMENSIONS. CONT. NOTES °� < FOOTING REBAR NOTE: ■ PROVIDE VERTICAL #5.BAR (3) 95 CONT. ■ AT ALL CORNERS, EA. SIDE OF WINDOWS ,e & DOORS & @ 4' O.C. MAX. R i ( N SLOPE e ""�� X X' X* X a y v 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. a m MIN. WITH TROWEL SMOOTH FINISH x ° -.tD .d a Y a _. (1) #5 BARS I . • REINFORCED WITH 6' X 6"-WIAM1.4 W.W. CONT. 8"X,8'CMU BLOCK MESH OR FIBER MESH W/ 6 MIL VAPOR a d BARRIER ON COMPACTED TREATED SOIL 4 a I (# OF COURSES TBD) q ' . —I I I CARRY STEM WALL FOOTING MIN. 8" UNDER ° ° ' • . a a • a III �j(—�, X X -3' MONO (SEE DETAIL 4/S-3) I L I ■ I 4 CARRY STEM WALL S-3 FOOTING MIN. 8" UNDER MONO (SEE DETAIL 4/S-3) — I — #5 ROD W/ 10 HOOK EMBED MIN. OF7" INTO FOOTER. SEE STRUCTURAL ENGINEERING 6" 2'-0" LAYOUT FOR LOCATION AND I' ■ I I ■ SPACING (WHERE SPLICE OCCURS 3 TYP. INTERMEDIATE MONO. FTG. W/STEP 30" LAP. MIN) I II S-2 SCALE: 1" = 1'-0" a 4 ,. FOOTING REBAR .I (1) #5 HORIZ. CONT. o (3) #5 CONT. 1 6 BARS IN CURB. a 5-2 ■ S-2 FIBERMESH OR m 3,000 P.S.I. MIN. WITH SLAB, • •FLOOR TROWEL (1) #5 SMOOTH FINISH REINFORCED BAR " NOTES MESH. SEE FOUND. I m I 4" THICK CONCRETE WITH 6" a • WELDED WIRE a . ° 2' 0„ I .I { X 6" - W1 4/W1 4 W.W.W W MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON FOOTING REBAR ■ 4" THICK CONCRETE EQUIPMENT SLABS, �� COMPACTED TREATED SOIL S-2 BEAM SCHEDULE MARK TOP ELEVATION SIZE REINFORCING WIDTH XDEPTH BOT:. MID. TOP .SPACING. 8B16 SEE ARCH. CASTCRETE OR EQUAL LINTEL 8F161T/1B 1#5 1#7. #SCORNER BARS BB24 SEE ARCH. CASTCRETE OR EQUAL 1#5 1 #7 ( #5 CORNER BARS . LINTEL 8F24 1T/1B BB48 : SEE AR H. CASTCRETE OR EQUAL LINTEL 8F481T/1B 1 #5 1 #7 #5 CORNER BARS 1. EE = EACH END BAL. - BALANCE - 2. TYPICAL TIE BEAM IS (2) COURSES OF 8"X16" U-BLOCK. U-BLOCK. WITH (1) #5 BAR IN EACH, UNLESS SHOWN OTHERWISE. 3. ALL HEADERS ARE PRECAST LINTELS; UNLESS. SHOWN OTHERWISE. 4. LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTOR/MASONRY CONTRACTOR TO VERIFY ALL LINTELS) • 3,000 P.S.I. MIN. WITH BROOM FINISH a (3)#ScoNT. Q INTERMEDIATESTEM WALLFTG" / TEP H ON COMPACTED_ _ _ _ _ �5■REINFORCED WITH 6' X 8"- W1.4/W1.4 W.W.2 SCALE: 1"='1'-0I TREA TREATED SOIL (TYP. ESH OR FIBER YPSFOR EQUIP. ADS \` S-2 Ic 7X4 oxQ.X 10 I ■ I ( ) F■ ■ BB24 ■ ■ 8824 ■ ■ ■ BB24 ■ ■ �0 L-- - ------ In NS 2 5 2 •... ILA.. NOTE: CMU WALL IS NOTAT ■ ■ ■ ■ ■ ■ ■ ■ 4 a 4 LARGE SPANS & VERT. ` • -- I ° ° .STEEL FROM FOUNDATION I ■ Ir I L_ — —I I—) IIIIIII— I I I, TERMINATES @SLAB I 7 7 BB16 (1) #5 HORIZ. BAR CONT.' I I N I S_2 ■ ■ ■ ■ BB16 ■ ■ ■ BB24 ■• ■ BB24 ■-■ 8824 ■ ■� S-2 I t} TYP. EXT. CONC. CURB MONO. FTG. FIBERMESH OR WELDED S-3 • WIRE MESH. SEEEEFOUND. NOTES ■ I ( ■ S73 S�3 S6 S-2 SCALE: 1"= 1'-0" (1) #5 HORIZ. <, 3 BAR CONT. v X X X I 5-3 CK (1) #5 BARS CONT. 3" . - d 10 ' ■ 4 12" X 12" CM 2) #5 BA ° 60 ■ S-2 COLUMN W/ (2) #5 BARS 4 3 MIN. COVER ,...X—'v X S 2rl ■ NFIBERMESH OR SLOPE CONC, — 4 8" X 16" CMU STEM WALL I 4" THICK CONCRETE FLOOR SLAB, P.S.I. NA Y WELDED WIRE MESH. SEE FOUND. NOTES TO DRAIN 1 I— -III-I (# OF COURSES TBD) 4 FIBERMESH OR WELDED WIRE C g-2 REINFORCED WITH 6EX 6M Wt 4/WNI4 W.W. MESH SEE FOUND. NOTES (1) #5 BAR HORIZ. CONT: 2 I MESH OR FIBER MESH W/ 8 MIL VAPOR I O X v _ o ■ BARRIER ON COMPACTED TREATED SOIL 0 ... r _ d \X " #5 ROD W/ 10" HOOK EMBED I I 4 - ' 00 ° " ENGINEERING STRUCTURAL ENG MIN. OF 7INTOOTE ING o. Q -{- a\ #5 ROD W/ 10" HOOK EMBED LAYOUT FOR LOCATION AND • 4 ° MIN. OF 7" INTO FOOTER. SEE Y —III—I I SPACING (WHERE SPLICE ■ .SLOPE a A LAYOUT FOR LOCATION AND C_ 8" OCCURS 30" LAP. MIN) °' SPACING HERE SPLICE N a OCCURS 30" LAP. MIN) I SHOWER RECESS DETAIL a m m °Q a Q • 6" X 16" CMU STEM WALL N 4 4 " (# OF COURSES TBD) r SCALE: 1"= V-0" a a FOOTING REBAR pO c .. ■ - FOOTING REBAR (2) #5 BARS CONT. 4 a a 6" TALL CMU W/ (1) #5 VERT. 4 a d U BAR TIED TO MONO.TING F 6 a �4 R fGfIVEG d 2 0' BAR c — ° d ° - 1 ■ v e= 9 0 ry 9 a 33• m $ c m w Q 0 W m � as LU W a W 07 LL m O) M o � 0 a j > ¢ D_ 0 � LL Q H LLI U p J 05 m H CL IY Z U > 7 d _O U of ~ Q C> Z -0 0 UL Q O LL W 7; U) WU m 00' z I� 0n o H SCALE: 1"=M • • JUN 40.LOEl I —III — a, UL LIB INTERMEDIATE STEM WALL FTG. W/ STEP I I FOOTING REBAR PROJ.NO. 18-1240 ° s1.LD�lecal, (3) #5 CONT. — I ftIn DATE 03/19/2018 �.—� I I ■ ■ - ■ BB24 ■ ■ NJ BB24 ■ NJ SHEET NO. TYP. THICKENED EDGE S-2 SCALE: 1' = V-0" 4 MONO. FTG. ON STEM WALL. FTG. (TRANSITION) S-2 S-2 STRUCTURAL FOUNDATION PLAN s-s SCALE: 1"=,'-0" -- i%i �i s-5 ' WEa^+ COR SCALE 1 /4" = V-0" � SHEET 2 OF 6 ST. LUCIE CUUNTY BOCC jZEVLSIO 64'•0 (2)#5 VERT BARS (2) #5 VERT. BA 1S .. 31'-0" 33''0" FIBERMESH OR WELDED WIRE MESH. SEE FOUND. FIBERMESH 0 WEL ED - 1_0" NOTES 1, 0" .WIRE MESH. S E FOL ND. NOTES 4 v�Ile X � X� � X. #3 BAR @NOSING --------------------------------- ■ a X X a REF: #5 @ 16" O.C. BREAK FACE d d.1OF CMU 5" X 5"EXTENDa BAR W/ HOOK INTO CMU • °. 4'-g^ g_ g,_6" 10'-10'Al T_6" M #5 @ 12"' D.C. TOP ., I COVERED PORCH ,0' EXHAUST GRILL, BY OTHERS I - RK O 8" X 16" CMU BLOCK (# OF .` :. � '. COURSES TBD) d: 8" X 16" CMU BLOCK ( OF ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ d COURSES TBD 3 (V • - (1)3050 SH (1)3050 SH (2)3050 SH w .- ° #5 @ 12". O.C. TOP ° (1) #5 CONT. B RS +34/-45 PSF +34/-37 PSF w . OUTDOOR +34/-45 PSF ■ ■ 73 FD W #5 ROD W/ 10"HOOK EMBED MIN. OF d N ■ SHOWER N ° 7" INTO FOOTER. SEE STRUCTURAL ° #5 ROD W/ 10" HOOK EMBED MIN. OF BEDROOM #3 (� ENGINEERING LAYOUT FOR ° STRUCTURAL LOCATION AND SPACING (WHERE io ENGINEERING LAYOUT FOR ■ SPLICE OCCURS$0"LAP. MIN) °n SPLICE LOCATI OCCU S30'ON ANE C,ING (WHERE DINING (p a I LAP. MIN) ■ ■ ■ $ u) n 1 0 5.2„ N w (2) #5 BARS 4 .. FOOTING REBAR d + v ° d d d FOOTING REBAR to ONA . ■ m d ° m q ' _ d 4,_6" 7, g, .q" 2,_0" 4,_0" 3, 0" ■ ■ _---- __'--- ■ ■ ■ ■ __^_ ■ — — — — — — — — — — — — +32/-35.PSF +32/-40 PSF Y 04 ■ iv — --'--------- LL o I �— �x N N TYP. THICKENED EDGE 2 CONCRETE STAIR GARAGE I� — Q31,_O„ 5-3 SCALE: 1" = 1,_O" I WC `q' I i I chi CO Q i c LLI W.LC, y HALF WALL i.. i + ■ I— ■ _ J I �y/� MASTER BEDROOM Q (2)#5BARS I KITCHEN I i HAL w LL LIVING ROOM I #3 BAR @ NOSING N " X • a , BATH Y )R— -- — ---- --- -- ------ -- I ■ #5 @ 18" O.C. BREAK FACE OF CMU ■ W.I.C. — p - ° 5" X 5" EXTEND BAR W/ HOOK INTO I SINK I o d ° CMU I y z VAULTED CEILING' • y o"Z z I I L I I ° 4 • `7`Oa ■ 0 20" I I N y■ 1'-0" MIN:. ppT 4,_6" T-8" m DEEP I TYP. : o STEM WALL (# OF • qR #5 @ 12" O.C. ; W CouRSESTBD) • ° a d TOP N BEDROOM#2— — — — — — — — — JV x LL LL ----- 16'-8' dm .• ----`---.-------------------------- ` d : a FOOTING REBAR a ``+ — — — —. ° (3) #5 CONT. a v 3'-0" I #5 @ 12" C. • 1 ih y _ BOTTO Q 12,_q�- ,_0„ 0 5,4" - P_6^ 5,_g,. g,_p, g,_0�, ` I 2,_p,7,4�'-8- Y 4,_0" I g14" o a (2) #5 BARS a. r-o" PWDR o MEDIA ° I� d we W.LC. 10,_0„ N PANTRY ■ ° ■ .„ I W.LC. M Z a s CONCRETE STAIR � FOOTING N a m ----J �. • S_3 SCALE: 1"= 1'-0" r Z Z 'I N L _---- I ■ ■ SINK. J iv „H„ G. BLOCK w/(z)#sw'—` SPORTS ROOM m LAUNDRY LI"' a LIN. m FIBERMESH OR WELDED WIRE (1) #5 BAR HORIZ. CONT. N " N OFFICE W SINK SINK. MESH. SEE FOUND. NOTES i° 8" X 16"CMU BLOCK W/ 9 'Q x z r 2 4 + N o GA. LADDER BLOCKING @ FOYER o w � MASTER BATH d W N Z m N 07 � f6 0 o E O � 7, � (a• J 00 va Qy O s um m 3 w 33 = � c L � T .2 LL m a i d LL N 00 J 04 n NN ® N 0W) r M o iLi ZU �jco c o N k d U y M co A ^� � c o �LL a� a) N N O oID o> • cc o ®�J °. 0". � p N C q a,�y Ei oy cu ll .0 ? ° C t, �O9L9000 �� m W Cl W U) cn as X ° X EVERY OTHER COURSE w M (1)2640 SH n (1)1050 SH ■ d +35/-38PSF +34/-37 PSF 5'-0" 6'-4' 54" a d '4 #5 ROD W/ 10" HOOK EMBED a < MIN. O d - F 7" INTO FOOTER. SEE (1) #5 VERT BAR IN GROUT FILLED ■ ■ ■ ■ ■ ■ ■ ■ ■ . .SHOWER x °- H LAYOUT FOR LOCATION AND CELL LOCH ED PER PLAN _> o N W 4 a w SPACING (WHERE SPLICE • 3 0 I 33/ 36 PSF W OCCURS 30" LAP. MIN) o ij ° U). 2 d A 8" X 16"CMU STEM WALL L, a° �. m ■ HANGING — — — +' ■ ui STUCCO FI ISH TANKLESS 2'-0" _ 4'-9" 8'-7" 4'-8" 4 IW. HWH ■ - a COVERED PORCH b we M MAKE-UP M FOOTING REBAR ° d ° # OF COURSES TBD �� EXETRIOR STUCCO INSTALLED 3080, 20 MIN. FIRE : VANITY e (2) #5 CONT. n IN COMPLIANCE WITH ASTM C ■ DOOR W/ CLOSER, SEE - — - — — — -- — — I— _■ — - — — — — — — 12" DEEP BENCH d 926&C 1063. PRODUCT APPROVAL 8'-0„. REF/FREE " r 4 ■ ■ ■ ■ ■ ■ ■ ■ 6" TALL CMU W/ (1) #5 VERT: .. d c d d BAR TIED TO MONO. FOOTING °. °d n _ (i )2640 SH (1 20 FIXED -TEMPERED (1 )2640 SH N m CONT. #5 BAR q e, #5 ROD W/ 10" HOOK EMBED MIN. OF a (1) LAYERS MIN. 1l2" GYP:F +35/-07 PSF +35/-38 PSF +35/-47 PSF � w cn 7" INTO FOOTER. SEE STRUCTURAL �++ BOARD OR EQUIVALENT ' ' • ° ENGINEERING LAYOUT FOR APPLIED TO THE EA. SIDE ■ o L=j—•1ZIIIp d • d LOCATION AND SPACING (WHERE ■ FOOTING REBAR a d PLICE OCCURS O" LAP. MIN) (3) #5 CONT. L 2'-0" i FOOTING REBAR ■ (2) #5 CONT. MONO. FTG. ON STEM WALL FTG. (TRANSITION) > d S-3 SCALE: 1" Y c a� 4 0 N 00 1 -_q,' i� DETAIL @ OUTDOOR SHOWER SCALE: 1" = 1'-O" 04 0 0 I J: Ud I L ■ ■ ■ 4'-0" OF THE GARAGE WALLS 2 CAR GARAGE (1)4050 SH +341-04 PSF � a A/C ABOVE IN ATTIC (1)4050 SH +34/-44 PSF 71 Cl VOILUME (CUBIC FEET) A/C BUILD NG VOLUME 26,982 FLOOR FRAMING PLAN `r SCALE:1/4 I'-0" o-io-.. t _ter SQUARE FOOTAGE A/C NON A/C TOTAL MAIN HOUSE 2818: 2818 COVERED REAR PORCH 539 539 COVERED. FRONT PORCH 120 120 GARAGE 646. 646 TOTAL -PROPOSED 2818 1305 1 4123 4 ■ N 20'-0" 18--0" a 0 ¢ � O J LL W J m 0 U7 U) U O a a- N U Uj z c: > N o D_ � J Y W O Nw W Y W = m �0 Na I� 4g O (_ PROD. NO. 18-1240 DATE 03/19/2018 SHEET NO. S-3lq .� SHEET 3 OF 6 O REVI� a 0 L0 Ln N w i ■\, y M —— —— — — — —— / 7---------------— f-------— I ti4/ a o $ 8u- co' Al '- E g ca — COVERED PORCH ■ (_ ■ ■ \ / \ ■ / �<%`\.\I` .\—�,// / I I F t0 In ■ IN ■ ■ mW ISV M■ wP 7 BEDROOM #3 01 o_■ ■ DINING i 4 LL I - N oY ■ T ,\ .\ OSD/CMD WP WP, L I *WP\ / / I ■ I m. Nc0 N qp PT SOLE PLATE NO ■ GFI GFI \'.\. / �--- -- r -- — O Q. N N c- Z it V co I Icn Cc\p I`o GFI I \ I U U. L ■ W.I.C. I L\ I / \ _ _ — ■ a r I I I o ---- \' 1 GFI \,.GFI I I MASTER BEDROOM I I N m DRYER VENT DETAIL \ j �. KITI EN I / SCALE: N.T.S. I \ \. / \ LIVINQ RO M I .. ® W.I.C. I j BATH — — — - — — — — — — — — \ — ---- j ---- I I I I ■ I ulll/ I GFI. D. I I � I i �Fla I L I 00 ' i e N Y C C) d' N 1) MAX DISTANCE 25 FT. UNLESS MFG SPEC FOR DRYER STATES VENT MAYBE> 25FT. 2) DRAWING TO BE USED TO IMPART CONCEPTUAL IDEA OF VENT CHASE. CONFIGURATION OF DRYER AND/ OR VENT MAY NOT BE EXACTLY AS SHOWN. SHT MTL DUCT MTL STUD OR WOOD 2X4, 5/8" GYP BOARD DUCT 5/8" GYP BOARD 6" ELECTRICAL LEGEND TYPE DESCRIPTION DUPLEX RECEPTACLE ". GFI GROUND FAULT CIRCUIT DUPLEX RECEPTACLE ® FLOOR RECEPTACLE - �WP WEATHERP GFI DUPLEX RECEPTACLE �200 220 VOLT RECEPTACLE SURFACE MOUNTED CEILING LIGHT 1 �T H }- WALL MOUNTED LIGHT LED LIGHT LED 48" LIGHT ® FLOOD LIGHTS QSD/CMD SMOKE �ETECTOR (110 V) CABLE TV EXHAUST FAN SWITCH $, 3-WAY SWITCH 4-WAY SWITCH. ELECTRICAL PANEL CEILING FAN ■lwry GFI �. ■ I v < O• i QSD/CMD1.' O on r \\ — I I � BEDROOM#2 GFI —-- zoo \ I 1 —=----r----------------- r / — — J ■ j �' II. .. ■ _ _ _ _ I'\Q\/ SI I \. ` QSD/CMD FUTURE PWDR MEDIA POOL EQUIP. \, r \ /\ C. PANTRY OD/CMW EFRE N S -- -----J IIII UTU r.. ■■ l / / / / I ♦— EA ER / I------ I \ GFI o f N GFI fA /■ ■ \ J RRI PUMP I 4 ° O 9 I PUMP I \ / �4qp / SPORTS ROOM \ LAUNDRY GF/Y"�: GFI �I i OFFICE \ FOYER \. ` —' —'MASTER BATH I C O V np 'C oua�i3 o�m `� z° w W as I (TO BE SELECTED BY OWNER)I \ • i» (SEE PRODUCT APPROVALS) I .I ■ I I Clr w I I W U �. m GFI. I w C Ln m V Z _ C) v W g ■� ��� I / = ti W H W PROJ. NO. I 18-1240 GFI ■ ■ ' Y / r DATE 03/19/2018 SHEET NO. WP S-6 y Q SHEET 6 OF 6 N� I I RE'VISIO tc GFI •' i' = ■ .1 iOsD/c mD i ICE MACHINE=t / 9 " / /. qp WP \e+ \. W I W GFI V WP=@ t _'. qp N -F ° / o OVERED PORCH FI GFI GFI � GFI. GFI I N m \ / / O) w / I 1 FZ / .:Lo ' / \ ■ . / / . � / / / / A/C ABOVE IN ATTIC ■ / / M a a GFI / ■ // O LL ■ � 1 I / U. \ ■ I I I I U I GFI / 2 CAR GARAGE m ✓ I / I' \ (3) O ao I I \ t U1 S= ■ � d � I �. ELECTRICAL PLAN cy If G SCALE:1/4" 1= l'-0" p Z C : _ ELECTRIC OPENER \ I Z� 2 I