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1862 Hickory Ln 2012 master bed and bath C 90'_0" - Cn NOR m iL existing condenser Toilet pp .dG C Mat riir ai stprage Existing two story residence 10'-511 -1 Existing 00 drive way '�C „� 93 t = 00 fel 4 ®� cd CV , Existing side walk t T Scale: 15 ft. LO 12f-011 m 4 4 Sheet: ASO1 n YI T — Drawn By: _ du ster site GSK L - - - - 1 - - - - - - - - - - - - - - - - - - -- - � o _ " - - Date:10/25/12 = = Revisions: Hickory Lane _ � - Legal Description PROJECT Locati n t .-0 f�F 1-2q ®q-25-2qRemodel master bedroom and bathroom. - Footprint of house to remain unchanged. - - Lot 21 5elva Marina Unit 120- renlat F' 2�3 m 1 TIA g ; e...t �, 1 a•1` f�� ' NI F y � p $ >' m Building Data £ DCFANwA a �_ 4R AAA y .^ FL iNG Construction Type: Construction ■ e V �T lll� 5N �j SPgIAAgCt ? 0tH5�; O �V Yp Type V UnHrotectedOccupancy Type: � � s Residential- R-3x ? 9 AIA _ s w !+ A IEgOl A PORTA �t VA{RR pA 3 '! Y rT 4 PA1RwAY41LV sq g 18T,AT j�.,t Areas: ■ "� rt _V A � !3 New addition: 0 SF Prot �T i Z Renovation: 0 SF A = r A a;ao PQ Existing to Remain: (ryT7 `CN s g11wRD aq -.7 1£ rFis�fl�s� 1735f main floor living 1,403 SF F Tw_ second floor living g06 SFr I L I COP r Total � a 1,909 SF General Notes: �o ra co®Es Drawing Index 0M DESIGN CRITERIA: 14 Budding■ ARCHITECTURALPLUMBING W 0Pk The interior renovations to the single family residential This structure has been designed in v (d a structure have been designed in accordance with the ASO-1 Site Plan N 0 .0 � requirements of the 2010 FLORIDA BUILDING GODS , accordance with the requirements of the AO-2 Life Safetv Plan P-1 Sanitary Plan -� �• RESIDENTIAL, GHAFTER 3, SECTION R301 DESIGN FLORIDA RE5IDENTI L BUILDING A-1 Demolition Plan P-2 Domestic Water �, . cN 11 CRITERIA AND A5GET CODE 2010. Structural Loads In "--4a „ co accordance with load requirements were A-2 Elevations P-3 Riser Diagrams N v4�' 3 4 WA-2a Lon . Section P-4 Schedules Wind load requirements employed in the design of the Structure: employed In the design Of the Structure: g Ultimate Wind Speed: V ult=130 MPH Wind Borune Debris: No a .�ihantcal: A-3 Sections/Details Scale: Basic Wind Speed: Vasd=101 MPH A-4 Floor Plan-1st. Floor FP-1 Fire Protection Building Category ll, Enclosed FLORIDA MECHANICAL CODE 2010 Wind Exposure 01 f2-j2_i2- A-5 Floor Plan-2nd. Floor MECHANICAL Sheet: Stagnation Pressure az=26.1 F5F A-6 Schedules Design Pressure(Worst Case Condition) 6 Components&Cladding+22.3 P5F 2q.8P5F Plumbing: A-1 Reflected ceiling Plan H-1 HVAC Schedules Uniformly distributed live loads employed in the design: roof 20PSF FLORIDAPLI,JMBIN"C7/MODE 2010. STRUCTURAL H-2 HVAC Plan Drawn By: Living Areas 40 P5F GSK Stairs 60 P5F S-1 Foundation Plan H-3 HVAC Details Date: 10/25/12 Balconies/Decks 60 P5F Electrical: S-2 Roof Framing Plan ELECTRICALAll connections have been checked to withstand all applicable loads. c Revisions: S All framing shall be fabricated and installed as er AITG,TPI and NEC-200q -3 Details National Design 5pecfications for Wood Construction. S-4 Details/Schedules E-1 Site Plan }r All wood structural members shall be controlled stress grade lumber i having afiber stress of at least 1200 P5I S-5 Lintel Plan E-2 Plan/symbols S-6 Misc. framing- E-3 Lighting Plan stairs-details E-4 Power/Systems ® -mm 90'-0" in in U- vim N Q � Toilet existing condenser Lp .a� `s Mat Tial storage Existing two story residence 10'-5" -� Existing drive way :3 CIO N U rn Existing side aik �+Cq Sole: 1"= 15 ft. 12'-0" m Sheet: T Drawn By: dumpster site — - — — — i Date:10 25/12 Revisions: ,�_ Hickory Lane DEMOLITION NOTES REMOVE ENTIRE LOAD BEARING FRAME WALL 28405W 25405W 25405W 25405W � REMOVE ENTIRE NON LOAD BEARING WALL AND EVERYTHING ATTACHED TO IT. 11 AND EVERYTHINGATTAOHEU TO IT.. A REMOVE FRAMES,DOORS,AND ALL ASSOCIATED HARDWARE. REMOVE CARPETING,CARPET BACAs KING, -- 12 STRIPS ANDADHESIVE. .�.-��1 �i r + REMOVE FRAME,DOOR ANDHARDWARE,DOOR AND \ HARDWARE TO BE SAVED FOR RE-USE. 1 m \ \ 13 REMOVE ACOUSTICAL CEILING SYSTEM, V aDRta36 O Pa��9 � LINOLEUM TO BE REMOVED,CLEAN AND PREPARE SURFACE a �•� � (j�� FOR NEW CERAMIC TILE. tq REMOVE ENTIRE ROOF STRUCTURE AND EVERYTHING ; \ \ \ o\ ATTACHED TO IT.LINOLEUM TO BE REMOVED,CLEAN AND PREPARE SURFACE \\ ` \ FOR NEW VCT TILE. \ 15 REMOVE CONDENSING A/C UNIT. 1 2 A� REMOVE ENTIRE CEILING SYSTEM AND EVERYTHING \ } m ATTACHED TO IT. PROVIDE ROUGH 19 OVN METAL DOOR. FOR NEW HOL -T \ - //I REMOVE PLUMBING FIXTURES. t7 INFILL MASONRY OPEN NO,INCLUDE r ' \ f- EPDXIED 5I6'REBAR AND GROUT. g \' Q7 \ S� ll- REMOVE(ELECTRICAL CONTRACTOR)MD RELOCATE. REMOVE COUNTER - ' OTHER ITEMS A TACKED TOND IT. AND !Il \ m REMOVE ALUMINUM WINDOWS. m 10 CUT CONCRETE SLAB(WHERE INDICATED). 19 IN fill Window-frame and 1Msh sheet rock �y G 1 11 1 11 2- 3-1 s6 Remove file floors v z 5165 � \ � 2065 cQv o �9 \ ��� t � 2 -\ • --1 WALL LEGEND Y °I - \ /HAL MARK / ry Walls&Doors removed Existing-CMU load bearing wall —(i� C = � i \ 3 1 u , Glass side Ilght/fixed glass. 256 e 5-11 x 3-0n 5 Existing Full Height 1hr.Fire Rated —� � —� _ Safety or tempered glass \ _- New 1-hour rated U,L,419 _© ry/ 3 to deck-w/6"20ga.metal studs load bearing wall-1 hr.fire rated 10 - 2( / Fol o` X24"O.C.,Insulated Gt \ �l ` 3 New CMU rated wall 71 MI Existing ceiling height partitlon —® Q \\ T-3" 2t0" W/5/8"GW8 each side on Existing Wow Frame-12"GWB 12 q, 3.5/8"metal studs Q 24"O.C. each side r :3 co ray n New Partition wall-W/117'GWB 1 s b y 7 New Partitlon wall-W/tt2"GWB —© on each side of 6"metal studs, ® s� ti , ❑ 1 n on each side of 3-5/8"metal studs, Insulated i17 - 5e -O Insulated Wood Frame-V2"GW8 (2)hours,metal studs —(8 each side New. eachi 1a (4)5/8"Gypsum Type X r " u New Wood Frame-1R"GYVB side 1e i@ each side t New ceiling height partbon w/6/6' U GW8 each side on 3.5/8fi 1 "metal studs New 4"load beadng,insulated, 1e ( OD 24"O.G. Wood Frame-stucco over 1/2" 2565 CDX � U P over 1/2"fCDX both deFrame-stucco 1 T ®Vol � v_j 44 tp Scale. 1/4" = 1 ff. Sheet: -1 Drawn By; GSK Date: 10/25/12 - Revisions: I ---- . 'ARM o � 1 � W 2' p i C 2J 2K � ' 2i A_3 A-3 A-3 A-3 F. UV WIX 4 0: to � fir. Scale: 114° = 1ft. Sheet: Drawn By, I GSK 930 n Date: 10/25/12 Revision: 5ecti®n A v .. 3e: ,• t WALL LEGEND MARK Existing-CMU load bearing wall —\J Walls&Doors removed —Q C Glass side light/fixed glass. s Existing Full Height 1hr.Fire Rated --U Safety or tempered glass own, ;ti New 1-hour rated U.L.419 3 to - to decal 6"2 a.metal studs Load bearing wall-1 hr.fire retell —Q Q24"O.C.insulated 28405H 28405H 28405H I 28405H New CMU fated wall Existing ceiling height partition ---® C—� Existing Wood Frame-112"GW8 t2 4 W/5/8"GWB each side on each side - \ 3518"metal studs @ 24"O.C. New i \ \ o each side of 6"metal stud 13 'Se:,STZ \ o o New Partition wall-W/1/2'GWB --C� \ on each side of 3-5/8"metal studs. insulated < nsulated New 4"Wood Frame-1/2"GWB \ \ a , each side \ Nero-(2)hours,metal studs -- -- —— 1 \ \ \ (4)518"Gypsum Type X New 6'Wood Frame-112"GWB to w / \\� tL \ TMMTM each side y \ New calling height partition w15/8" --0 New a"load bearing,insulated, GWB each side on 3-518"metal studs Wood Frame-stucco over 1/2"CDX Q za"O.C. �\ I New a"I"Fi uA Wood Frame- stucco A over 112"CDX both sides \ r 14 \s/ \\� WO 2 ,\ 21-7 v \ \ 14 12-11" Q- 14\ \ \ HALL :1 CO BATH rall \ \ N v Cq 0 �e y) 0 � P o potCa 13 fZ4 r Scale: 1/4" = 1 ft- Sheet: A-4 DOOR SCHEDULE Drawn By: DUMBER QTY _ SIZE WIDTH HEIGHT DESCRIPTION THICKNESS COMMENTS GSK 1 2068 24 " 8011 POCKET-4-PANEL- WOODGRAIN PAINTED FIBER BOARD1-WHITE 1 3/8 include ocket door frame Date:10/25/12 )01 ;Y )02 1 2868 L IN 32 " 80 " 4-PANEL - WOODGRAIN PAINTED FIBER BOARD1-WHITE 1 3/8 1 1 2868 R IN 32 " 80 " 4-PANEL wood rain-fiber board 1 3/8 �eVIS10ClS: )03 1 3/8 )04 1 4068 URI 24 " 80" 4-PANEL wood rain-fiber board 1 3/8 )05 2 4068 24" 80 " BIFOLD 2-LOUVER wood full bifold- paint grade i. � •�I.ir r �- I- FINISH SCHEDULE --r--- ' _U = _ Floors hall$ _ �— a m c w v t Ceilings Walnscoat s`� NO. Name 0 Room P N 5 E N Materials Base n o t i a a o o a e Notes Hgt. w c c P c w c p d e r ( r u s s a h r a e o ° c o s S}h. • r e b n t t t t I a o n r o e o o h No a� 43 e t I t h h I I w e a d r t e p r n a e a r m m r v< CCl P a I e n master bedroom c c 100 e i g t gigr I 101 master bathroom _ N•1,N-6 g psum board 5,q,10 8'0'• e 102 mae.Bath closet gypsum board 5,q,10 g p., 1,4,11 103 moa,Bed. loset — 104 gypsum board q,10 gp 1,4,11 gypsum board 1,4,11 105 q.10 g,0„ 1,4,11 i = 106 107 108 10q 21 Flooring Nails s r� F-1 Concrete N_1 Nalnscot F-2 Carpet — yPsum Board Base Nood Schedule Notes F-3 Nood —W3 Mod Paneling G-2 B ams-1 ypourn Board 9-2 1 orange peal wall text.,knock down cell. F.f} Brick P•5 Yct N 4 Slat Board G'3 EIFS Molding B 3 Geram(c 2 water res st.Crypaum board/w knock down Floor 711e N-5 C 4 Veneer Piaster Gone Base 3 Denshield under) ment IWWAq F-6 Marble —N-6 Ceramic: G-5 Nood Mould ngs 9-4 Concrete Base 4 5114"ringer Joint ase F-8 Epoxy N-7 FRP C 6 Acoustical 51/4"finger Joint crown molding Acrylic C-7 Paint 6 pressure clean/prep,Floor pt7 F q Paint y.1-q Nail paper G-B Gement Texture Exiatixd t 7 concrete stain floors /two coats C-q ng exposed w 6 16x16 porcelain tile,over multipurpose �g�q q knot down telling texture 10 remove existing popcorn ceiling texture �+ 11 paint trim 2)coats a_° U) !4 04 12 stain tr m a . 13 a *„ � Scale: 1/4" = 1 ft. Sheet: A-6 Drawn By: GSK Date: 10/25/12 Revisions: i C 2 I _ S-1 5 . f �— `•• -'� tri Tnfn 2 1 I I 1 S-1IL .106 1 CONC.SLAB ( ` S-1 .N -- — — I — — —._.. — — — —. —. — — — — — — _. — _ —� •r•. GRADE � — — — — — — — — —i —1 — — — — — — — — — — I a"G,M.U. 10"DEEPX 11 WIDE ° I �',;.�,`.�'Y •••a '•:"'• CONCRETE FOOTING cut for Waste I I �-- 1 '� :.`.J':.: W1 2-#4 R-0AR5 CONT. P i EX15TIN(5 GMU FOUNDATION Cly I I K - I W/5LAB FLOORinJof� — t4 14 , 4 1 existing vents ° -41V h eq J 1 'ScaleI /4" 1/4" == r I ft. 4" slab Sheet: 5 — { { .. ®p .• (�—{ ��) { �—' 4" bell Drawn By; GSK (2)#5 Rebar ,�,o$„ 3" Min. Date; 10/25/12 Revisions: 1 Existing Interior Wall Footings e CALL MODEL# FASTENERS UPLIFT NAILING SCHEDULE 1 ETA12 5 10d 615 Lbdgerstdp 16d 3uteabh joist 7A 16 6 10d 980 Sole pate to joist or blocWng,face nail 16d 16'_O.C, T 3 10 Top or sale plate to stud,end nail t6d 2 E'rA20 10d 1195 _ Stud sole plate,toe nail 10 4 _ I, ® HETA20 16 10d 1890 Double le sturk,faca-1 10d NFM35X12 1 1/2"anchor boll 14 10d 1750 Double top plates,face nail tOd 16'O.C. T �• C �\ 2xb OISt6 16°t7�. � © HUCM3.50111.88TF 16 '174"x2 1/4"TC 14 10d 2185 Continous header,two paces 16d 1G'O.C. HUCM412MAX 22 114"x2 114"TC 12 10d 1810 Continous header to stud,toe nail 8d `L TO RAFTERSTO PLATES TO STUDS 1x8 sheathing or less to each bearing,face nail ed 2 -^ CMTS30 7 10d 7 lod 835 Over 1x8 sheathing to each bearing,face nail ed L 7AT O.S.B.wall shaathin9 8d 6"at edges H5 4 $d 4 8d 455 — ,. 8d 17'„0.C'iAiamn diaie W IZV NE �10 H10 8 8d 8 ed 8 8d 990 Bult-up corner studs 16d 2q•.O.c.- ,.,. \ \J MTS12 7 10d 7 10d 1000 Built-up girders and beams up to three members 20d 32'0.C.top Sbottoni&cta er m 12 MTS 16 14 10d 14 10d 1000 2 ends.and ateac�sgice •� w HEADERS JOIST 1/2"Gypsum sheathing 11 ga.(1)1/2"gel. 4"O.C.at edges (m1� N 13 HUS26 7/13•head 8"O.C.other be2r!ngs, _ .' (V •� 5/8"Gypsum sheathing 11 ga.(1)3/4"gal. 4"O.C.atadges ,\\ Q� h� LUS28 6 10d 6 10dx1-1/2 7/18'head 8"O.C.other bearloge '\ ,� LL N \o (15,HUS210 Gypsumwallboard _\ ■ _ \ 16 HUS210-2 12 1 318"drywall nail 7"O.C.on Darlings V 4 c\\\\\ 8"O C on wells d, S—� 7 HUS28-2 518^ 1 12"drywall nal 7"O C.on ceilings V 18 HHUS28-2 a•o.c.on walls .40 (� LSSU210 HGP 10 1 10d 1 7 10dxl-1/2 735 He rd board lap siding,direct to studs 8d corrosion resistant with minimum 16"O.C.top&bottom edges V 1 I, 20 STUD PLATE shank diameter of 2699 inch and ® � minimum head da.of 0.24 inch 21 SPI 6 10d 4 10d 585 22 SP2 6 10d 4 10d 890 Hardboard lap siding,over sheathing 10d corrosion resistant with minimum 16'O.C.top&bottom edges shank diameter of 0,099 inch and 'y (231 SP4 6 10d 735 min,head diameter of 0.24 inch `24 SP6 6 10d 735 5i8"CDX Plywood roof&wall sheathing 6 pd.common 6"O.C.edges ty HD2A 1 5/8"x5112" 2 112" bolts 2775 12"O.C.intermediate 26 HDSA 1 518"x5112" 2 1/2"bolts 3705 �1 1 l 5/15'-12"CDX plywood roof&wall sheathing Bpd.ccmmon 6"O.C.edges v 27 STHD14 38 16d-sinkers 4365-3,000PSI 12"O.C.intermediate 28 SPH4 10 1Cd 1240 V ` \ xx 29 SPH6 10 10d 1240 30 ABU44 12 16d 1 5/8"x5 1/2" 2200 (31 ABU46 12 16d 1 518"x5112" 2200 • 32' ABU66 12 16d 1 5/8"X51/2" 2300 HEADBEARINGISTRA ADERSISTUDSISTRAP \ (33 CB44 2 5/8"bolts 4200 CHART • 34 CR46 2 518"bolls 4200 #23 YMEMEMMIffiffix" .P, MAXIMUM (.1 AT 35 CB66 2 518MIUM "bolts 4200 HEADER SPAN HEADER STUDS) FULL LENGTH EgCH END, SIZE @EACH END STUDS@EACH END HEADER til 1 36 CC44 2 5/8"bolts IF 2 5/8"bolts 1220 37 CC46 4 518"bolts 2 5/8"bolts 2330 W - 38 CC66 4 5/8"bolts 2 5/8"bolts 3365 (2)2•xs•' 5'-r' 1 1 1 (2)2"x8'• 6•_0. 1 1 1 39 LPC4_ 8 10d 8 10d 760x1 (2}2'x10" 8'-2" 2 2 2 i--� 40 LPC6 8 tOd 8 10d 915 oo 41 AC4 12 16d 8 16d 1080 �42 AC6 12 16d 8 16d 1080 A 4&ECCLL66 4 5/8"bolts 2 5/8"bolts 3365 r■w, n� M 'Simpson LSTA 12 or USP jacT12k stud.with Simpson 44� LSTA1$ 14 tOd 1055 SP4 or USP SPT4@each jack stud. rtir p 45 LSTA12 10 lod 905 Provlde 1 Simpson SP4 or USP SPT4 @ the top • Lo 4t+l U r 6 LSTA24 18 10d 1295 and bon..of one wall stud at each side of opa.rgs [_� P4 Cd 47 MSTA24 18 10d 1295 �1 "Any allowable headers that exceed the maximum span �i (q 0 Nates: 48 MSTA30 22 lod 1685 Shall be NOTED ON THE ROOF PLAN N 0 M 49 MSTA36 26 10d 1995 0 M C9 1.bolt holes drilled or punched 1/16 larger than bolt diameter (13 h 2.washers applied under bolt nuts • W ('j 4 3.wood side piece5(2x8#2 5P)only rest on the beam end exisr� M 8 floor bearing supports joists Inn Finch Plate Simpson ��{ �y tn QJ 4.1/2"carriage bolts solid 2x8 blocking F Framing Cq a LUS28 �t 2x8 blocking for P•i N `.4 O Plan iF2r lateral bracing- �i4 every 16`4 sections 1 c ln c,'F� Ie. U~ t Fhl G'1 Scale: PL T x 3/4"36 ksi steel existing 2x _J 1/4" = 1 ft. rim beam existing 2x8 2x8#2 5P sistered on 9 p Boor joists Sheet: existin to r•f f_ plate each side LSTA 18 r; N existing 2x8 floor joists existing !� (3)2x4 SYP studs exteriorvvall 4x4#2 PT S-2 y---- inserted as beam oEeov t � L5TA18 on 4 end of beam mounted pocket 34 Drawn By: each side er4 in wall packet S 2 Beam/Wall Post Connection ® GSK Date: 10/25/12 _'— ----= New LU52fS ABU 44 -4X4 PT POST CONNECTION r� —y_I connectors Revisions: Figure I:Empirical bolting pattern 2 Flitch Plate/Floor joist 5-2 Connection C _ HVAC LEGEND W i I izxzom a DUCT(WIDTH/DEPTH) INCLINED DROP -®_- =1 1_ -N_ �� 25405H 28405H 28405H 28405H F � INCLINED RISE e, 1 Jx l DIRECTION OF FLOW - 1s, �\ —\y DUCTWORKWITH 1 — p r"� ('✓� �--�\ ACOUSTICAL LINING '• '('(' � ~` '• ` FD A FIRE DAMPER WITH ACCESS DOOR •, •F `, 1� (� AUTOMATIC VOLUME DAMPERFv n \ AIR EXHAUST RETURN OR OUTSIDE ' TURNING VANES AtO� \ O � S I" = SOLENOID VALVE ` OUTLET,CEILING DIFFUSER4UTIFLT OUTLET, Ah CEiI NG DIFFUSER \ RELIEF VALVE •�` c lating AH andN� main 'W LOCK SHIELD VALVE r ern to rmain 20X 12 FR 709 CFM .6: 2 \ PLL-L�-7Ltl-Lu� FLOOR REGISTER 0 y� 1 f s SD SMOKE DETECTOR relocate thermostat \ � DUCT TRANSITION- MAX.S SLOPE M VI UO Thorn Wt M� O � M TSTAT REMOTE SENSOR i nw \ \ 1, 00 Q new diffuser 4 6� T-1 Scale: 1/4" = 1 ft. Sheet: HVAC-2 Drawn By: GSK Date:10/25/12 Revisions: I ELECTRICAL LEGEND SYMBOL DESCRIPTION T— - �C _ NOTE: METER SOCKET PANEL BOX `'\` -A AL All electrical wiring to be it accordance with 'OS NEC. Provide arc- c- = fault circuit interrupters in a'`bedrooms per articale 210-12. O CEILING FAN W/LIGHT N 28405H 25405H 28405H 25405H I _ FLUORESCENT LIGHT FIXTURE \ to \ \ 110V CEILING LIGHT FIXTURE ■ \\ O 110V RECESSED LIGHT FIXTURE a 110V EAVE LIGHT FIXTURE \ 0- 110V 110V CHANDILIER LIGHT FIXTURE \ 00 0 �\ \ � 110V WALL LIGHT FIXTURE 4 \ \\ \ SINGLE POLE SWITCH r r1 THREE WAY SWITCH A/C -LIT 4 FOUR WAY SWITCH v til DIMMER SWITCH \ so OUTDOOR SWITCH1 00 \ \ V4 It \ 110V DUPLEX RECEPTACLE m \ v J \ 110V DUPLEX RECEPTACLE a CJ (jq \ GROUND FAULT INTERUPTED 1 \a 110V DUPLEX RECEPTACLE IN 0 y N \ DUPLEX RECEPTACLE 240V RECEPTACLE r 0 I� m L0 \ �A\ 0 P* TELEPHONE JACKS P4 C 0 TELEVISION JACKS DOOR BELL PUSH BUTTON Scale. existing 200 amp. panel UP 1/4" = 1 ft. -\ THERMOSTAT Sheet: O SMOKE DETECTOR - E EXHAUST FAN Drawn By: cc DOOR CHIME GSK Date: 10/25/12 n FIRE ALARM PANEL ELECTRICAL SCHEDULE __ © COMPUTER POINT Revisions: NUMBER QTY DIMENSIONS WIDTH DEPTH HEIGHT DESCRIPTION MANUFACTURER COMMENTS E01 1 12X12X121/4" 12" 12" 12 1/4" GLOBE LIGHT-LIGHTING GREY E02 2 12X18X1 114" 12" 18" 1—1/4' EXHAUST(HEAT LAMP) E03 1 24 15116X2415/16X'l5 1/2" 24 15/16" 24 15/16" 25 1/2" CANDELABRA CHANDELIER-COLOR CUSTARD owner selected E04 1 27 1/16X27 1!16X13" 27 1/16" 27 1116" 13" CEILING FAN(LIGHTS) E05 2 6X7 5/8X6" 6" 7 5/8" 6-4— SCONCE-LIGHTING GREY E06 5 7 5!16X7 5/16X3/16" 7 5/16" 7 5/16' 16' RECESSED LIGHT vapor resistent in shower