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THEREOF, AS RECORDED IN FLAT SOCK 40, AT PACE 21, OF THE PUBLIC RECORDS 01= DADS COUNT, -SCALE: 1 /8 " =1' - ®° FLORIDA. I 21,o' f � P� e ' PE T #. Miami Shores Village APPROVED Y DATE ZONING DEPT 7LDG DEPT SUBJECT i C CCMPUANCE \ITN ALL FEDERAL STATE AND l UN iY r3l.JLES AND REGUILATInNS I .. � sl �� . I ° cm ul 0 � N r� 'r 44' ASPHALT PAYEi„IENT y NE. 2no1 AVENUE. N e d 0 z w Z w _U i a UA i 123.7.2' EXIST. 5' SIDEWALK . EXIST. C. . WALL Z E }- J w 9 e W 0 U }L1 q :lb 00'3 r fK u w o� Lu LL i— W (L W O— �� w (�1 � Q� w � TRANS. ON p �m Lu > ; �.� r w -� w FPL POLE o ' � OL ul EXISTING OVRNEAD +- 3 z z tY , 4 � — w — 4OL - ELECTRICAL SERVICE TO _J } _ REMAIN. H — }�xw zo w LLJ >7 JWJ ?Z �} j Q� 0-a� �Zz w0 c� r z� w z� r CIL Xzw XO If W 6 (y/ W S' J Lu Cn WEATNERI -IEA Z O z >— m < }- ? } w =4 z w x o v a- Z lit EXIST. CONC.WALK �U 4 } z O w �- _ c4� LLI W EY _ @ W cv w Q � z ,. z o x - � z O z 50' -II' QL OL in � 9 REVISIONS 4 Z U4 J •� z -q 12/13/2009 w _Z - uw +- PROJECT NO. Lul [ NOTE: NO CHANGE & TO z 0 200E -24 E X16 3 E T A C<5 5 T H 16 1 ► 0 /31 DATE: "�"' �""' � `-"' 0/31/2009 24'_0' fRENOVATION. LEG34L [) E 3GR I FT I ON SHEE NO. LOTS 1, IN BLOC< 209 OF "DUNNING'& MIAMI SHORES EXTENSION NO. 5 ", ACCORDING TO THE PLAT 5F PROPOSED 5 I TE FLAN, TH AS RECORDED IN PLAT S OCK 48, AT — PAGE 21, OF THE PUE3LIC RECORDS OF DADE COUNT-l-, SCALE: 1/S =1 -� FLORIDA. NOTE: INFORMATION RELATED TO THE SEPTIC TANK, DRAINFIELD, AND RESERVE AREA ARE DIAGRAMATIC ONLY, AND ARE BASED ON INFORMATION PROVIDED BY THIRD y y` t PARTY CERTIFYING THE EXISTING .� ., SYSTEM. LLI ..` 44' ASPHALT PAVEMENT (.0) .k NE, 2nd AVENUE. a w z w u J I e s n II f�I II � -x--14 123.2' EXIST. DEWALK Cs . EXIST. 4 C.B.S. WALL I L w u * L u e d 0 EXISTING 4" SANITARY NEW 26ID SF 13 " RESER a EXISTING EW CLEAN -OUT FROM RES. TO BE ABANDONED AREA VE w t- w z u N LL pa I 4" SANITAR BEYOND NEW CONNECTION. tL } > o N Q FROM RES. 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PUMP Q w REVISIONS ; LINK FENCE RESIDENCE AT THIS POINT, OUT REMOVE TOP, EXISTING 3/4 DIA. WATER � �� WITH SHUT OFF VALVE. BREAK OUT BOTTOM SERVICE LINE TO BE gy 11/23/2IDID9 OF TANK AND FILL REMOVED FROM METER TO —a �� WITH CLEAN FILL. 10' PAST DRAINFIELD, 11/12/2IDID9 REPLACE WITH NEW 3/4" 1. >N DIA. LINE IN SCH. SID PVC ' Y• �{ � 3 ",a �� 1ID /31 /2IDID9 i SLEEVE FROM METER TO .:... - <' -m' -W-0. 1ID' NORTH OF DRAINFIELD. PROJECT NO. THERE ARE NO F=ER ISSUE ITNENT FEATURES 11 -12 -ID9 SUED 4 DATE: ON ADJACENT RR0RERTIE3, ACRO1515 Oa /2ID /0g THE ST OR ACRO,53 THE ALLE�', T�44T MAC' AFFECT THE ON51 3EWA�E LEGAL � ��I��ION TREATMENT AND D I3PO3AL 5�' ,5TE1°'I LOTS 1, IN BLOCfG 209 OF "DUNNING'S MIAMI S SHEET NO. INSTALLAT EXTENSION NO. 5", ACCORDING TO TH PLAT 11 -23 -ID9 THERE 45 RECORDED IN PLAT BOCK 48, AT �� D � �� FLAN. �. P AGE THE PUBLIC; RECORDS OF DADS COUNT', SCA LE : 1/0 =1 -ID 0 0 1 ry � Lij t9 � a 44' 43FHA PAV N NE. 2rd AVENUE. 6 z Lu Z W u- I m r I O EXIST. 5' SIDEWALK o; a _ a N EXIST. 4 G.B.S. WALL C) Q) od � 1 � 0 �3 0 � <1 , ' I I W n u Q � v 8 J U•Q�v�� }� �$ I I z . L � �t E N D q 12 -13 -09 -/ DIAGRAM DE &cRiPTiON tj w Z W LARGE MANGO TREE (EX'G) J O o q � Z x 0 0 O Zz SCHEFFLERA LARGE AND > I X i j Z MEDIUM (EXISTING) I EX16TING 12 -13 -09 I W 1L J - ONE STORY EXISTING RESIDENCE I GONG. PATIO fL � Y Z ARECASTRUM PALM (EX'G) q Q I / O Q4 0— -- p D _ z OLW w o } 1 ^ a 0 (� O }- J w —Jl c D W WASHINGTONIA PALM (NEW) c� . W c� '� W q �W W EXIST. 3.5' CONC.WALK I lL } q (D ^ A: o — ,n O . I NEW WOOD q — � w DECK n (L q- LLN` �a I z3 0 z ARECA PALMS (EX'G) cn OL LL- o I � wn FICUS HEDGE (EX'G) REVISIONS PODOCARPUS 5HRUEs5 (NEW I — EXIST. CHAIN 12/13/2009 LINK GATE. 12 -,3 -09 PROJECT NO, FICUS HEDGE (NEW) 2009 -24 ISSUE DATE: 10/31/2009 24' -0' [: LEGAL D5CFRIFTION P CF05 D L AND CAPE PLAN. LOTS 1, IN 5L OCK 20 OF "DUNNING'S MIAMI SHORES EXTEN61ON NO. 5 , ACCORDING TO THE PLAT 6C,4LE: 1/S" =1' -0" THEREOF, AS RECORDED IN PLAT 150C,< 48, AT PAGE 21, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. car c.j BPI �t t N -2' -0" F .F.E. O z w z I I � EXIST. ❑ I COVERED EGRESS — ENTRY 6" _ F If Lu ( EXISTING CL. I — I _ EXIST. EGRESS EXIST. BEDROOM LIVING ROOM 0.0' F.F.E. A/c (EXISTING CEILING @ 8' -0 ") I � EXIST. ( EXISTING) I CL. 12 -13 -09 I -" DINING ROOM 12 -13 -09 I 46" HIGH KNEE WALL W/ 2X4 �� FRAMING ®16" c /c. / 1/2!- (EXISTING CEILING @ 8 I O € DRYWALL FACING. 36" HIGH KNEE WALL W/ 2X4 FRAMING ® 16" C /C. W/ 1/2" 12 -13 -09 cn` DRYWALL FACING. 19 0 - t-- - - - - -- _ I U 0� T PROPOSED CDR EXIST. O - 02 Q 0 U PANTRY. Q I d c d K1 (NEW CEILING @ VARIES - BEDROOM EGRESS IST. Z U N I o ,L O NEW CABINETS 30688E 8 O >, TO 10 4 ® AND APPLIANCES. BATH CL > ` O R 2 6 °' 12 -13 -09 g (EXISTING CEILING @ 8 Y: a� M r EXIST. I o o T RENOVATED N KITCHEN FAMILY ROOM 12 -13 -09 I p 4 ELEC. STOV - 0 ' - 6 " F.F.E._ u `r ( ) L — — — — :D EXISTING 0 9 CEO I 3" VTR m ro m ¢� �� r a Y HO R. WC. 7L� LAV l�l NEW (2) 3' -O" X &' -8' FRENCH DOORS W/ d SIDE LITER IN EXISTING OPENING. NEW - EGRESS 4 BATH X I NOTE; ALL WOfR< TO 5 IN I � 3 ® � LU Z -� WITH 2001 OF I D,4 PROPOSED — CLOSET. 0i N N co EXISTING T O WALL F R 12 -13 -09 E 3 UILEDING C OD A 6 AM ' `� D I REMOVED TO ALLOW FOR NEW � HALL TO M.B. EXISTING T.B. TO SE RETAINED A8 HEADER. � O 12 -13 -09 I I NEW M STER SUITE p TO REP CE GARAGE I z ,- LEGEND w 0 6 „ I)-. F. E. QC c6� 11J ED 12 -13 -09 PROPOSED ( ) EXIST. EXISTING PARTITION OR EXTERIOR WALL � Q =8 I TO REMAIN. O (NEW CEILI N CONC. PATIO � ®L (S) — N I TO BE REMAIN NOTE: SEE SHEET AI -R FOR INIFOR- Z 4-0” F.F.E. I PROPOSED 4" INTERIOR PARTITION OR INFILL. 0— O L 15 ff MATION RELATED TO G RAGE DOOR OPENING MODIFICATION& ( EXISTING ) NEW (2 ) 3' -0" X &' -8' I EGRESS FREN DooRS. — — — — — — � [TYP. 8" CONCRETE BLOCK INFILL. (PROVIDE VIDE VER T . NEW #5 REBAR IN POURED CELL AT EVERY CELL FROM TIE BEAM INTO CELLS OF BLO REVISIONS � — — OTHER IN, NEW MASONRY. FILL EXISTING CELLS WITH CONCRETE. VIDE 5" MIN. EMBEDMENT INTO T.B. W/ EPDXY. -1' -6" F.F.E. FOR ALL OPENING CLOSURES.) 12/13/2009 12 -13 -09 (EXISTING GRADE) PROJECT NO. 6 , 200'B-24 ISSUE DATE: NEW 10' X10' RAISED 10/31/2009 WOOD DECK 4 -0" F. F.E. ( � ��. SHEET NO. 12 -13 -09 &CALE. 1/4"=I'-0" 12 -13 -09 NEW 2X10 SYP FLOOR JOISTS SISTERED TO EXISTING FLOOR JOISTS W 10d (T &B) ® 4" C /C. re (STAGGERED). N A PLA TE � A A A A A A B B B B B B g B B B B B B B B B A A A A A A A A A A A A A A A A A 7 A A 6 IMF A A A 7 A A A A A 8 113111 A B A w B A z w B A B A "- z C-1 A B Aft B A 10 -28 -09 II I�II II'' "" i 2x10 *2 SYP P.T. LEDGER W/ B B A �I- 1/4' X 3 -1/4' TAPCONS 6 16' C (TCH14314) (TYP. ALL FOUR WAL S - B B A — � FASTENER CODE ' Lj B \B\ R � A B AA 2x10 *2 SYP FLOG J ITS B 0 16' C/C (TYP.) ( E ALL A SECTION) B B B B A D B B B B B B B B A A A A A A B A A A � E � A E A E B — E A B B B B B g B B BB B B B ��a a E E 1 W.H d) i Q1 itl A A E IE m o U •� x N E E A o - ° NEW 2X8 SYP CEILING RAFTERS 0 16" C /C. A A SISTERED TO MAIN ROOF RAFTERS AT O T s ,n f E E KNEE -WALL. THRU -BOLT AT KNEE -WALL REPAIR LOCATION SCHEDULE AND SYMBOLS < 1 a E E A A TIE -DOWN LOCATIONS. > ,� r D KNEE -WALL TIE -DOWN LOCATIONS. SEE DETAIL BELOW - TYPICAL AT EACH LOCATION.) 4 A A 9 '- - �• E ED POURED CONIC. FILLER ON EACH SIDE OF A A O RAFTER REPAIR /REPLACEMENT LOCATIO (2x6 RAFTERS SISTERED W /10d (T &B) 0 4" C /C. E E DOOR OPENING TO I I STAGGERED) CLOSE ROUGH A A E E OPENING W/ 4 -*5 VERT. O R ESAR 4 *3 TIES AT 12' A A JOIST REPAIR /REPLACEMENT LOCATIO (2X8 JOISTS SISTERED W /10d (T &B) Q 4" C /C. R ST G AGE ED) E E C/C VERT. (DOWEL RESAR INTO FOOTING A A FASTENER SCHEDULE FOR R OOF RAFTERS EACH R 10 -28 -09 E AND TIE BEAM W/ 5 ' A. FOR TOP OF BEAM INSTALLATION, USE (2) SIMPSON HGAM10 (FL# 11473.6 EMBEDMENT AND A A WITH (4) DIA. X 4" LONG "TITEN" SCREWS AND E EXPDXY (HILTI) A A (4) SDS DIA. X 1 1" LONG SCREWS TO RAFTER, EACH CONNECTOR. GROUT. B. FOR TWIST STRAP TO INTERIOR FACE OF OUTER MASONRY WALL, USE E ® E A A SIMPSON HTSM20 (FL# 11473.11), WITH (4) J" DIA. X 12 -13 -09 2 J" LONG "TITEN" SCREWS TO MASONRY AND 10d X 1 J" HDG COMMON K I G G F G I K A A NAILS IN ALL HOLES AT JOIST OR RAFTER, EACH SIDE. A A A A A A A A A Al A A C. BUCKETS FOR 4 -PLY 2X12 WALL REPLACEMENT GIRDER SHALL BE STEEL SHOP FABRICATED FOR MASONRY CONNECTION - T (s) S CONIC. FILLER F O S NAND THRU BOL S. EE LLER RE ERENCE P OINT BEAM DETAIL SEE DETAILS FOR FABRICATION AND ANCHORAGE BELOW. 10 -28 -09 BELOW FOR SILL — — CLOSURE AT EX'G j H G H Q GARAGE DOOR �' 10 KNEE WALL TIE -DOWN BRACKET DETAIL OPENING. 1 1 G G G I I �0 Z FASTENER SCHEDULE FOR FLOOR JOISTS AND DECK (EACH JOIST) 12 -13 -09 I 40 LONG X 2 X 2 X THICK w (S D 2x10 0 2 SYP P.T. LEDGER. USE 1/4' X 3 -1/4' f RCCF AND CEIL J 0 I3T REPA FLAN. I 5 ' ► 6�� J J E n DRILL HOLE INTO WELDED FIN. DRILL HOLE ® 'r TAPCONS g 16' C /C, J TOP 4 BOTTOM STAGGERED. _ 1 0 w O SCAL L 1/4 - H G W G }I K TYP. ALL FOUR WALLS). (N.O.A. 01- 0315.03) O � � LL i �4 E 2x10 *2 SYP FLOOR JOISTS. USE USP 3 6� ® — CONN CTD "JUS28. N.O.A. 01- 0214.20. 3 3 NOTE: DRILL HOLES ARE R" DIA. FOR DIA. x 5" "RED- HEAD" BOLTS REFERENCE E R 3 3 FOR MASONRY INSTALLATION AND " DIA. BY REQUIRED LENGTH FOR O E P OiNT � F 2x8 *2 SYP P.T. LEDGER USE 1/4 X 3 -I/4 � � WOOD CONNECTIONS TO RAFTERS. NEW 2 X 8 SYP RAFTERS FROM � LL O DE ' I I TAPCONS 0 16' C /C, TOP 4 BOTTOM, STAGGERED. rl� — — —� — — — FAMILY ROOM TO BE SISTERED AT KNEE WALL AND THRU- BOLTED TO (N.O.A. 01- 0315.03) A 2 2 STEEL TIE DOWN ELEMENT FOR UPLIFT RESTRAINT. CONIC. FILLER NEW FRENCHCD�OR1 /4 1' -� G 2x8 *2 SYP P.T. DECK JOISTS. USE USP 1 >> <11 4' CONNECTOR "JUS28. N.O.A. 01- 0214.20. 0 P -1 P - PANEL WITH 6 *5 SILL. D D D 2 + - VERT. RESAR W 4x4 *2 SYP P.T. POST. USE USP CONNECTOR F -1 F -1 F -I 2 II 6 1/4' - REV1510N5 DOWELED INTO NEW 'INTERIOR "PAU44 W/ (2) 1/2' DIA. THRU - BOLTS. N.O.A. 11 EX'G SLAB (5' FIN18H FLOOR 01- 0306.06. 11 2 — — — — 3 3 EMBEDMENT) W/ 6 LE EPDXY. PROVIDE NEW INTERIOR 1 (2) 2x8 *2 SYP P.T. DECK JOISTS. USE USP �� i 1 i 3 I O 4 O (CLEAR) 4 -*5 HORIZ. BARS FLOOR ISYSTEM CONNECTOR JU528 -2. N.O.A. 01-041'5-01. - 4) JOISTS. P ❑ -1 P-1 P- I II I I n 6" 12/13/2 ®09 O AS SHOWN W/ 3 J (1) OR (2) 2x8 *2 SYP P.T. DECK JOISTS. USE l2) o I * �.:a.i, . V ROOF WIND DESIGN PRESSURES a ll NO, TIES 0 12' C /C. ( R A THIS CARRIAGE O OR EAC TISET OF L F -1 F -I F -I NT (GR A SC E 1 -05 �" �\ O O 1 PR OJECT HORIZ. BARS TO EXIG GA E ZONE 1 = 33.59 PSF 13859) 1 O TIE TO PERT. FLOOR SL B TO K 2x8 *2 S P.T. DECK JOISTS. USE USP , I " ZONE 2 = 49.34 PSF (54.34) O O J1 6' 200 -24 FILLER PANELS ON 4 3 -62 31-2-L" 3 2 3 ZONE 3 = 8084 P5F (85.84) I I ®1 REMAIN. CONNECTOR "HGA10. FL. N.D.A. 819,6. 3 3 < a = 4 END ZONE DISTANCE i 156UE DATE: SIDES OF OPENING POST &FOOTING SCHEDULE FOR DECK 8,481C WIND SPEED: 146 mph (65.3 m /6) 6 \ IMPORTANCE FACTOR (1): LO 2' \ y� 10/31/2000 F -I = 3'X3'Xl' -6' GONG WIND EXPOSURE: ' C' G IO� I �. F f FTG. W/ 4 -*5 BARS EA. BUILDING CATEGORY II I �4 1 I WAY, BOTTOM. APPLICABLE INTERNAL \ \ N FRE58URE COEFFICIENT: 70.15 (CLEAR) O P -I = 4X4 P.T. WOOD ENCLOSED STRUCTURE POST. CUT TO LENGTH, 5/6' DIA. DRILL POLE FOR 1/2' DIA. THRU -BOLT 1-f' SHEET NO, (TYPICAL OF 2 REQ'D EA. FACING PLATE) 12 -13 -09 '116' DIA. DRILL POLE FOR 3/4' DIA. 5' RED -HEAD 5/6' DIA, DRILL POLE F O O T ING 4 P O S T L?4YCUT BOLT W/ MIN. 4' EMBEDMENT. (TYPICAL OF 4 REQ'D) (TYP. 2 REQ'D EA. PLATE) BUCKET FABRICATED FROM 1/4' STEEL PLATE W/ 7/V DIA. DRILL HOLE — SCALE. 1/4" c 1' -0" 5116' CONT. FILET WELDS AT EACH PLATE JOINT. (TYPICAL OF 5 REQ'D) BU T5 "C" 4 11 C 4 1 FOR (4) 2X12 HEADER BEAM 12 -13 -09 N,7,S. 12 -13 -09 12 � WHITE CEMENT TILE IIII�pIIII � ,ti-LJl �i 2 -0 STUCCO FINIS . / PROVIDE R -30 INSULATION 5/8' TYPE 'X' GYP. BD- ON BOTTOM OF CEILING JOISTS - 1/2' GYP. BD. ON ALL WALLS. CONTINUOUS 25 GAUGE METAL TOP TRACK EXIST. FIN. FLOOR ATTACHED TO TRUSSES W/ (2) 1 -5/8' 0 6 DRYWALL SCREWS 0 EA. TRUSS 0 — — INTERSECTION (PROVIDE CATS AS REQ'p) PLANTER _� CABINET BACKING TO BE A MINIMUM 2 X 4 d VERTICAL WOOD MEMBER SECURELY FASTENED TO NOT LESS THAN TWO SUCH z0 EXIST. VENT STUDS. COORDINATE WITH HEIGHT OF W PANEL (TYPJ 0 CABINETS. (1X4 PT WOOD BLOCKING WITH 1/4' DIA. X2' TAPCONS AT 16' O/C FOR w FROPOS D FfRC IT E L. E vATICN /N NOTE: A L3- 5 /aTIONSJ I� ( NOTE: ALL 3 -5/8' 25 GA. STEEL STUDS � L�: 1/4" =1' -�„ PARTITIONS SUPPORTING CABINETS SHALL 1i BE SPACED is 16' O.C. EXISTING 32' DEEP DROP BEAM OVER GARAGE DOOR 25 GAUGE CHANNEL SHAPED STUDS 24' O.G. OPENING TO BE REDUCED TO WITH (1) FULL LENGTH LAYER OF 1/2 GYPSUM 24' DEPTH FOR NEW FRENCH WALL BOARD ( 16' O.G. AT SACKSIDE OF DOOR INSTALLATION. NEW SIDE 12 U 14 INFILL GONG. COLUMNS TO HAVE ALL CABINETRY . 4 -'S VERT. FROM FOOTING TO EXPDXY TO FTG < TB. 12 -13 -09 3 BEAM, WITH 5' EMBEDMENT E WHITE CEMENT TILE 25 GAUGE CONTINUOUS METAL BOTTOM CRACK ATTACH W/: NEW (2) 3 ' -0" X ro' -8' FRENCH NOTE: 2X4 WOOD STUDS AT 16' 1, (2) 3/4' STUB NAILS 0 24' O.G. ( CONC. SLAB) (� DOORS W1 SIDE LITES TO C/C ARE APPROVED OPTION. 2. l2) 1 -5/8' "6 DRYWALL SCREWS 0 24' O.C. REPLACE EXISTING DOORS. (PLYWOOD) EXISTING STRUCTURE 2 1-01 2 00 CONIC. SLAB OR WD. SUBFLOOR. NEW (2) 3' -0' X 6' -8' � / � � NOTE: CID FRENCH DOORS. STUCCO FINIS . SECTION SHOWN WITH WALLS / I I Q PERPENDICULAR TO TRUSSES. NEW RAISED PARALLEL WALLS SECTION WOOD DECK I I SIMILAR \ / EXIST. FIN. FLOOR 12k W FRENCH DOORS 12N 8m' FRRNCH DOORS UY SIDELITES WP.- 433 (4141A (-) wp.- 814 (• 615 ( -) NAA 01- ml®9 NAA m1- m103m8 m 0 m mB EXIST. VENT z 12 -13 -09 PANEL l h PJ \ ti N 'o O � � � CA P OP05 E) A EL�VATICN «0UTH) > �m� > QVj cn LL r L� EXISTING ROOF SYSTEM TO (� m REMAIN. 12 12 CONIC. ROOF TILE ON 90 HOT 3 D MOPPED MINERAL SURF. GAP SHEET WHITE CEMENT TILE OVER 30+' NAILED BASE SHEET ON 13/32' GDX PLYWOOD SHEATHING( SEE STRUCT D *S FOR FASTENING REQ'S). TILES TO BE INSTALLED 2 -(d' ACCORDING TO NOTICE OF ACCEPTANCE. 2' - 0' EXISTING STRUCTURE NEW R -30 GATT INSULATION THROUGHOUT TOP OF 15E,4IRING NEW IMPACT S.H. WINDOW �U bEE ELEVATIONS STUCCO FINISW= 2X8 1 8YP CEILING JOISTS * 16' C /C. ( I I ) NAIL JOISTS TO NG L PROVIDE MIDPOINT BR DG NEW WOOD GALV. METAL (DRIP EDGE � EXISTING ROOF JOISTS (SISTER). cn7 RAISED DECK 24SH ON 1X2 PT TRIM ON 2X Z 31 SA EXIST. FIN. FLOOR FASCIA AND 2X4 5/S' TYPE 'X" GYP. WALL BD. ON O WA- 525 (+)/81J (-) NDA ms- m624�6 SUB - FASCIA I CEILING. (METAL FRAME DOWN ' OPTIONAL.) d 9 — — ROOF INSULATION (R -30) N I Z LLI —Jl EXIST. VENT PLANTE REPAIR EXISTING SOFFITS (V c j W PANEL (TYR.) TO MATCH EXISTING AS 12 -13 -09 REQUIRED. NOMINAL 1'X2' P.T. FIRE STOP w 0 AT TOP BOTTOM 4 HORZ. a as NEW 8" CONCRETE BLOCK INFILL. ® -G• ® — F OP05 D L EFT S I D E�==E VATICN ( A3T) (PROVIDE NEW #5 REBAR IN POURED CELL AT EVERY I q EXISTING MASONRY WALL �n Q SCALE: 1/4• "= 1' -0 OTHER VERT. CELL FROM TIE BEAM INTO CELLS OF BLOCK v2' GYPSUM WALL BOARD OL O BELOW NEW MASONRY. FILL EXISTING CELLS WITH CONCRETE. ON NOMINAL 1 'x2' P.T. PROVIDE 5" MIN. EMBEDMENT INTO T.B. W/ EPDXY. FURRING, 16' ON CENTER. TYP. FOR ALL OPENING CLOSURES.) I PROVIDE R -4.1 INSULATION. NEW STUCCO PATCH OVER C.M.U. INFILL TO MATCH EXIST. SEE NOTE ABOVE FOR INFILL. REVISIONS 12 WOOD BASE BOARD MOLDING 3 NEW STUCCO PATCH OVER C.M.U. INFILL TO EXISTING SPREAD FOOTING t0 1 5/S' A/D PLYWOOD SUB - MATCH EXIST. SEE NOTE ABOVE FOR INFILL. FLOOR. ALIGN SUBFLOOR REMAIN. I TO ALLOW SELECTED FLOORING MATERIAL TO 12/13/2005 COMPACTED FILL UNDER CONCRETE SLAB MATCH ELEVATION OF SEE STRUC. pWGS. FOR DETAILS. HALLWAY ENTRANCE. 12/13/2009 El El I (PROVIDE MIDPOINT PROJECT NO. 2009 -24 ' 2X13 *2 5YP FLOOR JOIST a 16' 1 T LED ISSUE DATE: ' C/C WITH 2X 0 P ❑ ❑ NEW RAISED WOOD FLOOR EXISTING GARAGE SLAB TO REMAIN _ WITH 1/4' TAPGONS. SEE 10/31/2009 I g MASTER BEDROOM TO MATCH — — .— .— .— .— .— .— . —. —.— , H32 EXIST. FIN. FLOOR ELEV. IN FAMILY ROOM. E 1' LEV= -- -10' (FIFE) E ° 5HET AI -R FOR CONNECTORS Fl STUCCO F FINIS 2 69Q6' SA WALL SECTION FOR CONSTRUCTION DETAILS) /\ \ ; ° p ° AND FASTENER DETAILS, EX15T. FIN. FLOG I WP.- 4 ( -) \ �/ NDA ms -m62 mb — — — —� — — — �- EXISTING GONG G E SLAB TO REMAIN. SHEET NO. EXIST, VENT EXIST. CRAWL S AGE PANEL (TYPJ PANEL 4=2 FIRCF05 D RIGHT 511)E E LEvATION G GALE: 1/411= N $TO WATERPROOFING APPLICATION SHALL BEGIN 12' 7 FROM EDGE OF MASONRY OPENING, AND CONTINUE LLI �� UNBROKEN OVER THE INSIDE FACE OF THE P.T. WOOD Cl�) BUCKS AT ALL EXTERIOR WINDOWS AND DOORS.' ` - FINISH 0 �� M I >y ERIOR FACE F ItI iN{SH i FULL WIDTH OF JAMB INSUL. /FURRING SPACE STO WATERTIGHT < TAPCONS SIZED AND COATING APPLIED F q ME SPACED AS PER OVER SUBSTR4T RA BUCK - L INTEL a PRODUCT CEMENTITIOUS fl .. TAPCONS SIZED AND A PPROVAL FINISH CORNER BEA "SHIM SP (MAX.) 4 - SPACED AS PER � LINTEL - PRODUCT APPROVAL k 7 1 x 3 P. T. - '4 INSUL. / FURRING SPACE SLOPE 1 C. I.U. WALL - CONT. DRI /2 GYPSUM WALLBOARD z 'SHIM SPACE (MAX..) CAULKING � WINDOW OPENING PVC CORNER _ 1 x P. T. SEALANT I x 4 P.T. WOOD BUCK U BEAD MIN. WIDTH TO MATCH — DOOR FRAME - SET E-- IN CAULK BED SEE ALUM. FRENCH �- OV ER CMU AND WATERTIGHT GOAT SLOP 1/2' GYPSUM WALLBOARD DOOR ATTACHMENT OV BUCK CONT. pR {P SEALANT CAULKING CID P.T. BUCK ALUM. WINDOW 1 x P.T. WOOD L BLOCKING {� HEAD HEA EXTRUSION MIN. WIDTH TO MATCH ,mil' WIND. FRAME - SET IN �Il C T. SEE FOR ATTACHMENT 9 4 4 5TO WATERTIGHT COAT INS D TA f �ALE:1 /2 , =1 m ' , _ ALUM, 5.H. WINDOW/ CMU WA ALUM. FRENCH D CMU WALL <1 A 1 ./ A 4 _ A 11 �� _ �_ � 3 _I 0 8 Q j STO WATERTIGHT PVC CORNER COATING APPLIED PVC TITIOUS Z N BEAD OVER SUBSTRATE t , 9TITIOUS 8' CMU \ o 8' CMU 1 x 4 P.T. WOOD FINISH SEALANT BUCK MIN. WIDTH T M r ; SEALANT 1 x TCH F.T. .T. WOO D P DOOR FRAME - SE } �" LL r . d _ BL OCKING - IN CAULK BED SEE o MIN. WIDTH TO MATCH . � � ,_ a WIND. FRAME - SET IN w STRUCT. FOR u a v F ATTACHMENT 0 F,6�5 AND TAPCONS SIZED SPACED AS PER SHIM SPACE (MAX. AND SPACED AS PRODUCT APPROVAL . 4 PER ALUM. WINDOW ALUM. FRENCH _ JAMB - 4'SHIM SPACE DOOR FRA _ PRODUCT EXTRUSION - OVAL _ 1 x P. T. #'SHIM SPACCE MA - - CAULKING - INSUL. / FURRING SPACE - INSUL./FURRING SPACE F i:i:1:1:11 :1:i:i:I:I:I - 1/2' GYPSUM WALL50A JAME3 I/2' GYPSUM WALLBOARD JAM CONTINUOUS 25 GAUGE METAL TOP TRACK ATTACHED TO RAFTERS W/ DRYWALL SCREWS, A-11 AL UM. 5.H. WINDOW/ CMU WALL 3'.I' A AL UM. FRENCH{ DR./ CMU WALL ONE LAYER OF 1/2 GYPSUM WALL BOARD Z (BOTH SIDES) UNLESS SPECIFIED 11.1 OTHERWISE. _j (s) LLI CABINET BACKING TO BE A MINIMUM 2 X 4 ® 'f � VERTICAL WOOD MEMBER SECURELY w O FASTENED TO NOT LESS THAN TWO SUCH � W c STUDS. COORDINATE WITH HEIGHT OF — I CABINETS. (IX4 PT WOOD BLOCKING WITH Q 1/4' DIA. X2' TAPCONS AT I6' O/C FOR MASONRY CONDITIONS.) FRAME ALUM.FRENGH LL I� ALUM. WINDOW NOTE; ALL 3 -5/6' 25 GA. STEEL STUDS CAULKING DOOR 8 Bg ' CM pp U SCREEN PARTITIONS SUPPORTING CABINETS SHALL 'SHIM SPACE (MAX.) zlr1. �7 L BE SPACED 's I6' O.C. SEALANT REYI S I ONS FIN. SILL LINE OF SLOPE CEM. FIN. 25 GAUGE CONTINUOUS METAL BOTTOM TRACK �— _ BEYON ATTACH WA 1. (2) 3/4' STUB NAILS g I x 3 P. T. 24' O.G. ( GONG. SLAB ) 2. (2) 1 -5/8' *6 PVC CORNER - CEMENTITIOUS I -1/2' SLAB 5E{EET ADDED DRYWALL SCREWS is 24' O.C. (PLYWOOD) BEAD - PRECAST SILL FINISH - RECESS CEMENT. FIN. SEE ELEVS. - CONC. SL A PROJECT NO. CONIC. SLAB OR WD. SUBFLOOR FOR TRIM INFO. _ a. 20P�9 -24 INSUL. / FURRING SPACE a PRE -CAST $ TAPCONS SIZED AN I NOTE: CONIC. SIL a _ 1/2' GYPSUM WALLBOARD 3' a SPACED AS PER 155UE DATE: O A SECTION SHOWN WITH WALLS STO WATERTIGHT S' CMU MIN. Ll PRODUCT PPR OVA 12/13/200'b Q _ a . PERPENDICULAR TO TRUSSES. COATING APPLIED _ a A WALLS SECTION TAPCONS SIZED AND a PARALLEL LL E OVER SUBST a SPACED AS PER a PRODUCT APPROVAL a SHEET NO. SILL 12/13/200'3 SILL 5 TYf. INT. WALL DETAIL x q2„ ALUM. S.H. WINDOW/ CMU WALE 3' = ►' -m' A 11 ALUM. FRENCH DR./ CMU WALL 3' =1' Ld gal rn •b- - I o I e EXIST. El EXIST. COVERED EGRESS — I I COVERED EGRESS — ENTRY. 6 '> ENTRY. 6" ( q No EXIST. I EXIST. p CL. BEDROOM CL BEDROOM I w I u EXIST. I I EXIST. LL EXIST. LIVING ROOM EXIST. LIVING ROOM DINING ROOM A/C I I DINING ROOM A/C I I � CL I EXISTING 3/4" WATER I CL sov SUPPLY FROM METER. EXISTING 3/4" WATER EXIST. SUP EXIST. HEATER. TO HOT WATER BEDROOM I BEDROOM I I I _ cfl PROPOSED c� ( I PROPOSED I INSTALL NEW S1 AT I PANTRY. PANTRY. INSTALL NEW SI K AT I i EXISTING LOCATON. 3' -Q)" I I J EXISTING LOCATON. 3 -0 ° CONNECT SINK AND DISH WASHERTTOINEXISTING D IST. 0 DRAW AND TO VENT. SINK BATH I CL 6 6" AND COLD WATER SUPPLY. BATH CL. RENOVATED 6 " I RENOVATED o _ ° KITCHEN KITCHEN 3" DRAIN TO STACK Q o I I ° E WITH 3" VTR. o I NEW 1/2" CU FOR D7 ca HOTD SUPPLY. 3" EXTENDED I WASHER/ NEW 1/2" CU FOR LU m r IJ ® WAS ER/ P -TRAP AT I DRYER. COLD SUPPLY. ) DRY R. WASHER. ( NE 1L2" CU FOR ® REF. EXIST. V 9 EXIST. HOT SUPPLY. C� IN-WA BOX. FAMILY ROOM i cote 1 SUPPLY. FOR VALVE FAMILY ROOM 3" VTR "DIA. =d I 2 � O 2" I IA I SO 0 I EXISTING 3/4 HOT WATER TO v - L U- EXISTING FIXTURES TO BE !Y WC. v m EGRESS CONNECTED TO NEW TITAN UNIT. EGRESS p a ! ' E r E fL -c NEW w I NEW I o o BATH ROOM I POINT OF RECONNECTION cD B TH ROOM - A NEW 1/2 CU FOR r- TO EXISTING HOT WATER 0 SHOWER. HOT SUPPLY. LINE. SHOWER. ,r CLOSET. � PROPOSED I = CLOSET. I R EXISTING HOT WATER HEATER 3" DIA. NEW 3/4" CU FOR ( FROM GARAGE TO BE CONVERTED. i� I COLD SUPPLY TO REPLACE WITH TITAN INLINE UNIT AS K - 3" DIA, TITAN SCR2 N -120 NEW TITAN HEATER. NOTED. EXISTING 3/4" WATER TO BE TANKLESS WATER I CONNECTED TO TITAN. ALL PIPING TO BE A/C \ I REPLACE EXISTING A/C T OVERHEAD. NEW 3/4" FOR WATER HEATER. T I I I HOT WATER TO I \ EXISTING SYSTEM. I I I NEW 3" DIA. LINE TO NEW SEPTIC TANK. SEE SEPTIC PLAN. \ I EXISTING I EXISTING NEW CONC. PATIO NEW I CONC. PATIO MASTER I TO REMAIN I MASTER I TO REMAIN O 12 -13 -09 DROOM\ BEDROOM _ ' I I EGRESS I ( EGRESS I Z LLI ® @ O O (s) NEW 10 -31 -09 WOO O ® Z WOOD d DECK DECK o__ u- T S L3 6" 6' REVISIONS 12/13/2005 FL UM B I NG FLAN PROJECT NO. SCALE: 1 " =1' - 2005 -24 ISSUE DATE: 10/31/2005 SHEET NO. 3 a C-4 v Aj F D7 Na N EXIST. 0 COVERED EGRESS — I ENTRY. 6" d EX'G 8" DIA. XIST. EXISTING DUCTWORK FLEX DUCT NEW 3.5 TON AIR B DROOM TO BE REPAIRED AS CI—• HANDLER TO I W NECESSARY. USE SAME 180 CFM REPLACE EX'G 3.5 SIZE, NEW R -6. TON UNIT. N W -- W I W U 8X10 S.G. EX'G 18 "X20" w SUPPLY PLENUM I TO REMAIN. EXIST. I , EXIST. LIVING ROOM EX'G s " DIA. DINING ROOM EX'G 8" DIA. FLEX DUCT ( � FLEX DUCT A/C 9 �S 120 CFM 6X10 S.G. II II I� EX'G 6" DIA. EX'G 6" DIA. FLEX DUCT FLEX DUCT NEW 10" DIA._ 120 CFM FLEX DUCT QT I 24X24 R.A.G. EXIST. 6X10 S.G. IN DOOR. EX'G 4" DIA. EX'G 6" DIA. EDROOM I EX'G 6" DIA. FLEX DUCT FLEX DUCT FLEX DUCT PROPOSED EX' 6 Ln I V) PANTRY. w 8X10 S.G. 50 i I c� J 0 I IST. 120 CFM ° 180 CFM 6X10 S.G. O v BATH 4 0 EN ATED 6 g I CL. ° KI HEN NEW 6X10 S.G. EX.F N 0 120 CFM TRANS. I I R 0 LU EXIST. Q �' Cn 3 FAMILY ROOM > m F ii z i O� 0 0 p fY 6► SHO R. JX LA LAV Q1 O� EGRESS � 4" NOTE: EXHAUST F N N A S A D DUCT 4X6 DRYER VENT TO HAVE RIGID U V p cn all NEW 50CF I DUCT (26 GA.) TO EXTERIOR. r EX.FAN NEW NEW 8X10 R.A.G. cO PROVIDE BACKDRAFT FLAP AND s't ' u � 8 W/ 8x1 D RIGID BIRD SCREEN. TYP. FOR EACH. U BATH TRANS. DUCT. CLOSET F — �1 x I - -- 3 R.A. 8X10 I A ir Handler: Goodman ARUP314316 11 0 NEW 8" Condenser: Goodman GSC140421A FLEX DUCT I SEER: 14.0 41,000 BTU NEW sxlo S. G.1 New Roof Insulation: R - 30 (Entire) 180 CFM I New Wall Insulation: R -4.1 I EXISTING NEW I CONC. PATIO 12 -13 -09 CS) MASTER I TO REMAIN BEDROOM — EGRESS } O Ill !Ll NEW QL ® � WOOD d DECK OL UL S Lo T_ 6 „ REVISIONS 12/13/2009 i PROJECT NO. 2009 -24 ISSUE DATE: 10/31/2009 i i I GHAT �l I CAL FLAN SKEET NO. SCALE: 1/4"=I'-O" ALL WORK PER 2008 NATIONAL ELECTRICAL CODE TYPE: SIEMENS NEW PANEL 'A` (TO REPLACE EXISTING 150A PANEL) MAIN BUS: 150 AMP SERVICE: IPH, 3W, 6014Z NEUTRAL: 150 AMP' VOLTAGE: 120 / 240 V. INTEGRATED EQUIPMENT SHORT CIRCUIT RATING: MAINS: NONE -A j MOUNTING: RECESSED 10000 AMPS 5YMM5. 0 240 V. (U.L. LISTED) LOCATION: BOTTOM cY ' -'.., DEMAND NO DEM. CONDUIT WIRE TRIP POLES LOAD DESCRIPTION GKT PHASE GKT LOAD DESCRIPTION POLES TRIP WIRE CONDUIT NO DEM. DEMAND LOAD VA LOAD VA SIZE AMP AND REMARKS NO. 1 /4 '/4NO. AND REMARKS AMP SIZE LOAD VA LOAD VA C� 1500 RM 12 20 1 - MASTER RECEP. AFCI -1 - I ra - - -- - 2 - CENTRAL A/C UNIT -2 50 6 RM 10,900 y ` V5 1500 RM 12 20 1- FAMILY RM. RECEP. AFCI -3 - - - - - - -4- 10,900 1500 RM 12 20 1- DINING RECEP. AFCI -5 - lia -- -- -6 - ELEC. DRYER -2 40 S RM 5600 1500 RM 12 20 1- BEDROOM RECEP. AFCI -1 - - - - - - 1 /,-a- 5600 EXIST. 1500 RM 12 20 1- BEDROOM RECEP. AFCI - 9 -I� - - -- -10- ELEC. STOVE /OVEN -2 50 6 RM 12,000 COVERED EGRESS A,5 r A'S A,7 A'7 a s' ENTRY. 1500 RM 12 20 1- KITCHEN RECEP. GFI -11 ------ 1 -12- 12,000 EXIST. 1500 RM 12 20 1- BATH d W.P. RECEP. -13 - I ra - - -- -14- TITAN WATER HTR -2 60 6 RM 11,800 A,13 BEDROOM _____I 11,800 un' A,17 q 17 C L. 1500 RM 12 20 1- CLG FAN /L IGHT ( 4) ff - 5 - -16 - GFI q p A,17 Pc 1500 RM 12 20 1- LIVING /DINING /BAT IGHTS -Il - I /a - - -- -18- SPRINKLER PUMP -2 20 10 RM 1200 d F/L 1500 RM 12 20 1- FAM. RM. /PATIO LIGHTS -19 - - - - - - i -20- 1200 A,5 dim 15 A, -I� - --- THRU -WALL A/C UNIT -2 20 10 RM 3600 w A 7 1500 RM 12 20 I- EXTERIOR SPOTLIGHTS -21 a - 22- EXIST. ro EXIST. LIVING ROOM A,2,4 A,7 840 RM 12 20 1- REFRIGERATOR -23 - - - - - - 1 4- 24- 3600 U DINING ROOM A/c O 1030 RM 12 20 1- DISHWASHER -25 - I4a - --- -26- SPACE - FUTURE 1500 J A,5 1140 1 RM 12 20 1- WASHER -21 - - - - - -I -28- SPACE - FUTURE 1500 DS LL- A,5 A,17 1500 SPACE - FUTURE -29 - i�a - - -- -30- SPACE - FUTURE 1500 A,17 A,17 P A 7 A,17 "``��"'' 0 21,010 = SUB - TOTALS SUB - TOTALS = 48,600 0 3 A,9 OTE5: 1. PROVIDE GROUNDING BAR KIT 1'L q NOTE: PANEL LOAD CALCULATIONS ARE GREATER THAN LU 0 0 BEDROOM 2. NCL= LOAD CALC5., BUT STILL WITHIN PANEL CAPACITY. fi A,3 3 NOT CONCURRENT LOAD � SEE LOAD CALCULATIONS (69,6110 VA TOTAL = 10,000 + 23,844 = 33,844/240 = 141 AMPS. OK.) � 11 cirl 4 A,5 A,7 dim EXIS N / A,11 M PANTRY. A,9 F/L w A3 A,1 A M A,3 w o dim 0 ,19 A,19 EF A,15 III O A,19 A19 ( CL 3I I `1 LE DWELL G 0 0 REPLACED . KITCHEN 6 A,19 , 1 C ENTRAL A ' 9 OPTIONA D M AS P N.E.C, Article 220 Section C (Table 230 -30) 25 3 Service= 120/240v GFI o A,19 A,19O F EXIST. A ,, A,6,8 FAM I LY ROOM A,17 A s 0 ,4 / C EQUIPMENT volts Amps VA Tota I Y,4 ' Final Demand ® REF. WASHER/ A,3 �a,. g, ,4 / Ci ^ € A,11 u$v A 23 DRYER. A,15 # � 03 m � A o 4 A,1 8 20 2 F/L I� cn .a 0 8 a � Com 240 16 A3 p 1 A,1 9 b) Compressor I=an 240 1.3 312 0 1 0 1 p. o A, 1 o \� SHO R. WC. V. LAV A3 3 EGRESS E LECTR I CAL LEG END C) ,AHU Fan 1/3 HP 24 3.6 864 _._ A,21 EF A,21 NEW T 5016 0 100% 501(0 MA BATH ROOM na 5a°L DESGRIPr1oN d) Heater 240 41.6 10001 - 6 2 F O NEW GFI PANEL A" 13 A,21 > 1) ," LOCATION RECEPTACLE, 15 AMP, 1120V, (MJ-L , 12' AFFa e ,4 fan 1/3 P 240 3.6 864 F m r CLOSET. _ m 10865 0 100% 10865 dim 'i' SWLE CEPTACLE, 20 AMP, 120V., tNA►TE M Ja- WITH EGUIPMENT 10865 Select largest non - concurrent ,4 /C Load A,14,16 A,22, 4 FAULT iNTIERRIPTER DUPLEX RE r :OLE, 15 Al-", 120V A 1 sc A,19 �, FAULT INl'E DUPLEX 10EPTACLE,15 AMPS, 120Y THRU - WALL PACKAGE A/C UNIT 3600 � TT GFI WEATWE . (Table 220 -30 A (§D SPECIAL PURPM OUTLET 220 Y - A,21 T OTA L OTHER LOAD5) at Unit V A Extended V,4 A,1 A,1 EXI TING METER AND ELECTRICAL PANEL, SEE PANEL LE (S) FOR DETAILS c WE THERHEAD ,4.- L IGHT,5.A.4 LAUNDRY LOAD TO REMAIN. PANEL TO 004AUS PAN REL LATE AS SHOWN. Gene lighting ( x W /5.f.) I 1172 3 5316 F/L DISCONNECT SWITCH Small appliance circuits 1 150 150 A,15 A'19 EXISTING $ OW -11-0 (TWO POLE) SWITCH 120V,15 AMP. (MJ.. ■44'AFF) Laundry Circuit 1 1500 1500 NEW CONC. PATIO $ SINGLE (TWREE POLE) SWITCH 120v,15 AMP, (MJ -Lm44' AFF), 3 -WAY Other loads - Light, 3,4 4 Laundry Slub -total X556 E3,- COOKING LOADS AT 240v A,21 MASTER TO REMAIN $ SINGLE (FOUR POLE) SWITCH 120Y,15 AMP, (MA AM), 4 -WAY A,1 BEDROOM Range (50a bkr) 1 12000 12000 } L04TING FIXTURE, SURFACE MOUNTED Other loads- Cooking at 240v Sub -iota I 12000 A 1 A,1 C. OTHER L OADS ,4T 240v Z 3 � LtC�ITttelCs FIXTUI�, ED MOUNTED EGRESS O (D RECIIESSEP tNCANDE t LKsHT FIXTURE Dryer d 40a bkr)2 5600 5600 � UP Water Heater 6 ®A bkr) 2 4500 4500 A,21 A. G3 I Al21 F - Lw4Tws FIXTURE, WALL MOUNTED O 0 J A,19 Other loads at 240v Sub -total 10100 z E FLOOD LtCsI -It D.- OTHER L OADS AT 120V � CONCRETE ® POOR SELL Kitchen Hood 1 300 300 I CHIME b1EiGIHt IN FIELD Refrigerator 1 a40 a40 L" O DECK ® • VERIFY MOUNTED (D tHE1QMO8tAt Clothes Washer 1 1140 1140 OL ®z � Dishwasher 1 1030 1030 p �n Q 6 ® wOKE DE TECTOR Garbage Disposal 1 690 690 K S L ® LOW VOLTAGE SMOKE DETECTOR Pool Lights FUTURE 1 315 375 Lawn Sprinkler Pump (1 /2HP) 1 1176 116 Future 1 6000 6000 Other loads at 120v Sub total 11551 RE VISIONS T OTHER L OADS 31,601 TOTAL L 55,672 First 10,000 of Total Other Loads 0 100% 10000 0100% 10000 Remainder 0 40% 45, 0 40% 10,269 PROJECT NO. T CALCULATED L OAD 20,269 2009 -24 ELECTR � TOTAL ,AMPS 28,269 1240v = 110 ,AMPS 1 DATE: 10/31/200S SCALE: 1/4 ° =I'-0 5NEE:T NO. i i E� l i i I i i I t, I N ol - qvi0 r�tV o 5 X009 �f�Jkp f! w:IFACT FEE SOT RE D ----- tEIC 009 L �IFlAA�1 -DAD c iry APPROVED PEkMIT #0 MIAMI SHOUES VILLAGE — pry 7 i ED - 7 ' DATE ATE A IRO k ZONING a STRUCTURAL ELEGTRiCAl, w .w PLUMBING b iMECFiPi= — AL SLAB JECT T O CCOMPU ANCE VV Ttl ALL FEDERAI. "' ATE ,NHL, COUNTY RULES REGULATIONS M0 IPA 1e � F° f 1 f�a V REPAIR LIST FOR EXI STI N —2' -0" F.F.E. y ;r 1 REMOVE EXISTING ROOF TIL UNDER SEPARATE PERMIT, AND R LACE WITH ------------- - - - --, N = -- — - - - -- --------------------- - - - - -- - ------------------ NEW AS REQUIRED. ; PLANTER I ❑ I o r 2 REMOVE EXISTING CEILIN AND I C O VERE D - - - -- I z REPLACE WITH NEW GY SUM WALL I PLANTER 6�. I Z w —0' -6" F.F.E. I BOARD AS REQUIRED. TAPE AND i IRV CL. FINISH. q - - --- BEDROOM NO.1 I I LIVING ROOM 3 REMOVE EXISTING LOOR TILE AND REPLACE WITH NEW FLOORING ; o.o F.F.E. ONO MATERIAL TO BE ELECTED. � DINING ROOM CL. I III 4 REMOVE AND RE AIR EXISTING SUB— FLOOR AS NEED D AFTER TILE I REMOVAL, PRO TO INSTALLING NEW FLOORING MAT RIAL I I ------ - - - - -- D I BEDROOM N0.2 I 5 EMOVE EXIS ING TERRACE COVER AT - I o BATH I I I o g I CL. AR PATIO SLAB. PATCH FLOORING KITCHEN I � o o ! W�/ ) T MATCH XISTING. o FAMILY ROOM o I I I T N - 0 ' -6" I I c cri r F.F.E. 6 NO O R K IN GARAGE PENDING ZONING I L------ - - - - -- o HEA NG ON POTENTIAL CONVERSION I ' ts �< 9 TO M S ER BEDROOM. I __________________� z� r------------- - - - - -- OLr >L I — I DT,��m 7 REPAI WALLS AND CEILING AND I ,� » I 6 REPAI T AS NECESSARY. WH I o� 0 _______- LOCATION RE PAIR INDEX ��m 8 PRO IDE EW DOUBLE (FRENCH DOOR � I a I I . WIT SIDEL TES AT OPENING IN THE I I COVERED TERRACE FA ILY R00 TO THE CONCRETE GARAGE i i LIVING ROOM: 1, 2, 3, 4, 7, 9. P TI O. PRO IDE APPROPRIATE N.O.A. ; - -6" F.F.E. j R APPROVE SHUTTERS. - -� --------------- - - - - -J DINING ROOM: 1, 2, 3, 4, 7 ,9. I I I 9. REMOVE DAMA ED ROOF OR CEILING BEDROOM N0.1: 1. 2. 3. 4. 7. 9. RAFTERS AND PLACE WITH NEW I I MATERIAL OF SA E SIZING. WHEN i CONC. PATIO BEDROOM N0. 2: 1, 2, 3, 4, 7, 9. THE REPAIR IS D NE BY "SISTERING" i 4 -6" F.F.E. I NEW MEMBER, PROVIDE 16d NAILS @ ; ; KITCHEN 1, 2, 3, 4, 7, 9. z 8" C /C, TOP AND OTTOM, AND Q STAGGERED. ANCH R NEW RAFTER ; I FAMILY ROOM: 7 8, 9, 10, 11. > �S) COMBINATION AT TIE BEAM WITH USP L-- - -- --- --- ---- -- ---- - - - - - -- J o LUGT2 BRACKET WITH 5 TAPCONS & CONCRETE PATIO: 5. ® ' w (16) 16d X 3" NAILS EACH SIDE). s'ASPHALT DRYDE WAY. @ GARAGE: 6. 10 REMOVE EXISTING 4X RA TERS FROM Z FAMILY ROOM CEILING / R0 F SYSTEM. CLOSETS 2, 7. o REPLACE WITH NEW 3 X #2 SYP '�' ,�� 0— >L S L @ 24 C /C. SISTER NEW X RAFTER TO EXISTING ROOF RAFTER ITH (1) a sk X 4 CARRIAGE BOLT AT END. NT��0 t 'l PEVISIONS 4 f� ANCHOR TO SOUTH TIE BEAM WITH AS-BUILT FLOOR PLAN � SAME ANCHOR SPECIFIED IN N 9. SCALE: 1/4" =1' - �,'vm INS 11 PROVIDE NEW FAMILY ROOM R00 I �� j � � PP�v )7- 19 „ � � PROJECT NO. DECK OF /32 CDX PLYWOOD WIT 8d RING SHANK NAILS @ 6” C /C, FIE D, ISSUE DATE: AND 4" C/C ON EDGES. Oa/2 '1x09 SHEET NO. 0� I i I I I i I I a I i Ate' 2 8 2000 B Y: - - - - - -- Pv! am, Shores i l =: [R P'�O`JFD BY DATE �� NING DEPT �i DG DEPT r BJECT TO COMPLIANCE WITH ALL FEDERAL sl 4rE AND COUNTY RULES AND REGULATIONS U �1 4 J a 6� Al @ N - LLI @ I Y.� 44' A &PPA PAVEMENT NE, 2r01 AVENUE. 6 W z w v e U 123.72' EXIST. DEWALK 3 1 ,2 -,3 -OB � W lu U- }Q 6) UZW � W 4 a = O } Z ZCa W TRANS. ON Q '� l LL X v 6 Q!�X Za W FPL POLE ti E W fQ �- W � - U EXISTING OVRHEAD +� 3 W ELECTRICAL SERVICE t0 } =n Q REMAIN. [Y }- Q) 9 Z } AWJ Z �>' 0-� iL -Z wQ �-- lY X W— - o e d 0- W @ a LLI � �' UOz U(L z CD Q � A Xzw Lu WEATPERI-1EA NOTE. W 1L j W 11Z� 11.E t— NEW DECK U q W Z O ui 1 —Jl N 0) LU w EXIST' 3.5'. CONC.WALK DELETED CZ ut OL 1 03 -02 -10 ® Z 0 q REVISIONS = W 12-13-09 J 03/02/2010 U Q Z 12/13/2009 Z d j X Z U W PROJECT NO. W I `� Z NOTE; 2009 -24 ® CHANGES T ISSUE DATE: E XISTING 6 f5NT" TH 1 3 ,0/31/2009 s + fR NOVATION. LE D 3GfR I PT I ON SHEET NO. LOTS 1, IN E3LOCK 209 OF "DUNNING'S MIAMI 5NORES EXTEN51ON NO. r; ACCORDING TO TH PLAT THE AS RECORDED IN PLAT 50C< 48, AT ® ®� 51T PL PAGE 21, OF THE PUBLIC RECORDS OF DADS COUNT SCALrz: FLORIDA. NOTE: INFORMATION RELATED TO THE SEPTIC TANK, DRAINFIELD, AND RESERVE AREA ARE DIAGRAMATIC ONLY, AND ARE BASED ON O INFORMATION PROVIDED BY THIRD N ` PARTY CERTIFYING THE EXISTING SYSTEM. y ILI 44' A &F$4ALT FAVE ENT c� NE, 2nd AVENUE. i% I CV r.. O I � D / _U 1 --J J LL I sI m 4 C: 3 ,2' . . EXIS DEWALK. . 12. Cn EXIST, 4 C.B.S. WALL ' 0 11 -12 -09 QLu 0 29 a e 4Ig 4 XISTING 4" SANITARY NEW 260 SF 1 3 $ E RESERVE (Y Z C, x �- FROM RES. TO BE ABANDONED GU ,= w r ,i EXISTING EW CLEAN -OUT m I 4" SANITAR BEYOND NEW CONNECTION. AREA 3z } \ w FROM RES. NEW 4' SANITARY FROM RES. ` a w ' w w w I TO NEW TANK INLET. > �+- A U cD r U - p + 0 p u 0 w I - � NEW SOO ? v L U � I w c� � `� � w 3 m 0 L� �1 G.O. COAL. SEPTIC v -1 X -� w I TANK. � - �Y0r_�_ Z ?-00 c �� Z w NEW 504 SF 11 111 O w Z �'� I I DRAINFIELD. } c j Q d Q- Z i - - I NCB (18 X 28) s s �- w I XzN�w x � w p } w O w NE ^ u O fY I W 3" SANITARY I. Q Y I FROM NEW BATH. C4 Z 3 10 -31 -09 I — 0 . ,�,�. lO - 31- 09 I— — — — to - I NO w `� I NEW DECK z r NEW CLE -OUT DELETED- w w 0 d w p z Z NO SEWAGE X I AFFECTED. p w O w EXIST. 3.5' GONC.WALK. 4 I I � } Q 10 - 31- 09 fL N �, 0- -' 0 �' 03 -02 -10 . N O jj CHAIN _Jl N INK FENCE >D cn O N o OL . I O Z: I (Y L / t1. LL- EXISTING 280 SF EXIST. CHAIN EXISTING 1200 GAL DRAINFIELD TO BE LINK GATE. EXISTING 3/4" DIA. WATER SEPTIC TANK t0 BE ABANDONED. (z (Y- EXIST. CHAIN SERVICE LINE ENTERS ABANDONED. PUMP cD W W LINK FENCE RESIDENCE AT THIS POINT, OUT, REMOVE TOP, EXISTING 3/4' DIA. WATER w REVISIONS WITH SHUT OFF VALVE. BREAK OUT BOTTOM SERVICE LINE t0 BE 03/02/2010 OF TANK, AND FILL REMOVED FROM METER TO 11/23/2009 WITH GLEAN FILL. lO' PAST DRAINFIELD. REPLACE WITH NEW 3/4" 11/12/2009 DIA. LINE IN SCH. SO PVC 10/31/2009 SLEEVE FROM METER TO 1O' NORTH OF DRAINFIELD. PROJECT NO. 2009 -24 THERE ARE NO PERITN NT FEATURES 11 -12 -09 ISSUE DATE: ON ADJACENT FROPRTIE31 ACRO ,53 OS /20 /0S TAE 5TRE T, OR AGRO ,53 THE ALL E-T D SR(FT I ON THAT �IA� AFFECT THE ON,5 I TE 3 UJAG L C TREAT1�IEN`fi AND DI3P03AL 5r,5TEM SHEET NO. LOTS 1, IN BLOCK 209 OF "DUNNING'S MIAMI SHORES IN ,5TAL LAT I ON . EXTENSION NO. 5 ", A CCOR DING TO TH PL AT 11 -23 -09 THEREOF, AS RECORDED IN PLAT 130C< 48, AT PAGE 21, OF THE PU>3LIC RECORDS OF DADE COUNTY, � _ 2 ® OD D 5 WAGE 51TE PLAN, SCALE: I/Vx- V-0' FLORIDA. 0 (s) E 44' A ,51=HAL.T PAVEMENT NE, 2r0 AVENUE. 0 z w v ,L CID ui AV 0 EXIST. 5' SIDEWALK 0 1� ► A EXIST, 4' G.S.S. WALL O Q U D E tt , a0 V LEGEND I I z I v ,� 1z —ts —o9 DIAGRAM DESCRI z w LARGE MANGO TREE (EX'G) J Q cD ? (Y — I } p Q (L .Ili -Il z 111 x o ol � I � SL)vui ! Ll Z SCHEFFLERA LARGE AND v w MEDIUM (EXISTING) I EXISTING 12 —t3 -09 J ONE STORY EXISTING 4 I RESIDENCE ESl ENGE GONG. P ATIO 1— I Z � I � � I ARECASTRUM PALM (EX'G) p / Q ° w Z ul } w -Il N � —Jl w � WASHINGTONIA PALM (NEW) cQ w Z d) 3 v ct) x I - p � 1.0 O I w EXIST. 3.5' GONC.WALK Q ,n Q _ d)� AREGA PALMS (EX'G) I } 03 -02 -2010 - - - -- wC1 FICUS HEDGE (EX'G 0 Z � ) \ REVISIONS 03/02/2010 PODOCARPUS SHRUBS (NEW) I EXIST. CHAIN 12/13/2009 LINK GATE. 12 -13 -09 PROJECT NO. FICU5 HEDGE (NEW) 2009 -24 I ISSUE DATE: 10/31/2009 zs-r s-m SHEET NO. LEGAL D 3CfRIFTION LOTS 1, IN BLOCK 209 OF "DI�NNINC�'S MIAMI SHORES = F ROF05E [) L AND SCAPE F LAN. 20 EXTENSION NO. 9 , ACCORDING TO THE PLAT SCALE: THEREOF, AS RECORDED IN FLAT BOCK 4S, AT PAGE 21, OF THE PUBLIC RECORDS OF DARE COUNTY, FLORIDA. i 04 C9� f..f R } V .,.% D f/ ; O 4-0" F.F.E. z El w z w EXIST. COVERED EGRESS — ENTRY. 6" -0' -6" F.F ( EXISTING CL. I U — EXIST. EGRESS o EXIST. BEDROOM LIVING ROOM I Cn 0.0' F.F.E. A/C (EXISTING CEILING @ 8' -0 ") -0 EXIST. EXISTING ( ) I CL. 12 -13 -09 DINING ROOM 12 -13 -09 46" HIGH KNEE WALL W/ 2X4' r r� O FRAMING 0 16 C /C. W/ 1/2" (EXISTING CEILING @ 8 -0 ) DRYWALL FACING. 36" HUGH KNEE WALL W/ 2X4 FRAMING ® 16" C /C. W/ 1/2" — DRYWALL FACING. 12 -13 - 09 O – ( �! -• PROPOSED Q EXIST. NEW CEILING @ VARIES - BEDROOM EGRESS I � e 8' -0" TO 10' -4 ") BATH I > ' r ai O NEW CABINETS 30686F AND APPLIANCES. CL > » f g (EXISTING CEILING @ 8 } EXIST. 12 -13 -09 RENOVATED N KITCHEN' FAMILY ROOM 12 -13 -09 I Q ELEC. STOVE ( - 0' - 6" F.F.E. WASHER/ I L. _ — � — � ® REF. DRYER. EXISTING 3" VTR m co f HO R. WC. �L�V. CCAV to NEW (2) 3 -0 X 6' -6' FRENCH DOORS W/ Y SIDE LITES IN EXISTING OPENING. a V) EGRESS N NEW _ _ I N OTE : WOfR< TO f IN BATH' 3, _'n Iz A c,c,o WITH 200 11 m 00 z co 00 EXISTING e. WALL IN BE 12 -13 -09 5U C O DE , AMENDED t REMOVED TO ALLOW FOR NEW HALL TO M.B. EXISTING T.B. t0 BE RETAINED AS HEADER 3' -9' M I NEW MASTER SUITE Z o ' TO REPLACE GARAGE -0, -6„ F.F.E. I O A 00 LEG Z I 12 -13 -09 (PROPOSED) ,, I W I I EXISTING PARTITION OR EXTERIOR WALL to o ° EXIST. I TO REMAIN. p cn a- Ln a °I (NEW CEILING @ 8 -6) ,� N I CONC. PATIO p-- ® z ° o U) LO ° I TO BE REMAIN �� d o WZ -1' -0" F.F.E. I PROPOSED 4" INTERIOR PARTITION OR INFILL. 0 o ( 03 -02 -10 ( EXISTING ) NEW 14SH NEW 4SH I - NEW 8" CONCRETE BLOCK INFILL. — — — — (PROVIDE NEW #5 REBAR IN POURED CELL AT EVERY NOTE: GARAGE DOOR OPENING to REVISIONS BE cLO6ED PER NOTE THIS SHEET. OTHER VERT. CELL FROM TIE BEAM INTO CELLS OF BLOCK BELOW NEW MASONRY. FILL EXISTING CELLS WITH CONCRETE. PROVIDE 5" MIN. EMBEDMENT INTO T.B. W/ EPDXY. 03/02/2010 - 1' - 6" F.F.E. TYP. FOR ALL OPENING CLOSURES.) 12 -13 -09 12/13/2009 (EXISTING GRADE) PROJECT NO. 20OS -24 ISSUE DATE: 10/31/2005 �I SHEET NO, O OS FLOOR F LA N 03 -02 -10 12 -13 -09 5CALEs 1 /4'=1' -0' i 12 -13 -09 NEW 2X10 SYP FLOOR JOISTS SISTERED TO EXISTING FLOOR JOISTS W/ 10d (T &B) © 4" C /C. (STAGGERED). 0 ::1 l f f� ...,'> ..:f TEF 7 A A A A A A B B B B B B g B B 6 B B B B B B A A A FAA A A A A A A A A A A A _[ [ :U /7 6 " ., A A I A f...i A A A N B A B A �q B A O w B A z w B A I v B A I ii B 1101, Adlkk A B A 10 -28 -09 2x10 0 2 SYP P.T. LEDGER W/ B B A � 1/4 _ X 3 1/4 tAPCONS 16 " C (TCH14314) (TYP. ALL FOUR WAL S -- g l A FASTENER CODE 'D') U ED Z_c�_ N B B g A 0 2x10 *2 SYP FLOG JOISTS B g I A 0 16" C/C (TYP.) (SEE WALL A SECTION) B B B B A L F\ ® E I B B B B B B B g B A A A A A p A A p p E I Z E — — O E ® B L = B B B B g B B B B B B B E � E a IMF 6 A p r p w. E E L — E S Q A E E A A ei p A NEW 2X8 SYP CEILING RAFTERS ® 16" C /C. > I ,� E E KNEE-WALL. HRIU -BOLT RA AT WALL REPAIR LOCATION SCHEDULE AND SYMBOLS i fR r E E A A TIE -DOWN LOCATIONS. ® - CL Q u % KNEE -WALL TIE -DOWN LOCATIONS. SEE DETAIL BELOW - TYPICAL AT EACH LOCATION.} p N O A A � tl � E ED POURED CONIC. FILLER ON EACH SIDE OF I A A I O RAFTER REPAIR /REPLACEMENT LOCATIO (2x6 RAFTERS SISTERED W /10d (T &B) @ 4" C /C. E E DOOR OPENING TO STAGGERED) CLOSE ROUGH A A E E OPENING W/ 4 —*5 VERT. JOISTS SISTERED W /10d (T &B) ® 4" C /C. R EBAR 4 0 3 TI SAT T. A p JOIST REPAIR /REPLACEMENT LOCATIO . (2X8 TIE SAT STAGGERED) E E C/C VERT. (DOWEL REBAR INTO FOOTING A A FASTENER 'SCHEDULE FOR ROOF RAFTERS EACH R E AND TIE BEAM W/ 5' 10 -28 -09 A p A. FOR TOP OF BEAM INSTALLATION, USE (2) SIMPSON HGAM10 (FL# 11473.6 EMBEDMENT AND E EXPDXY (HILT() WITH (4) �" DIA. X 4" LONG 'TITEN" SCREWS AND E p p (4) SIDS" DIA. X 1 " LONG SCREWS TO RAFTER, EACH CONNECTOR. E B. FOR TWIST STRAP TO INTERIOR FACE OF OUTER MASONRY WALL, USE ® GROUT. A A SIMPSON HTSM20 (FL# 11473.11), WITH (4) J" DIA. X 12 -13 -09 2 J" LONG "TITEN" SCREWS TO MASONRY AND 10d X 1 J" HDG COMMON A A NAILS IN ALL HOLES AT JOIST OR RAFTER, EACH SIDE. EE CONIC. FILLE R F p A A A A A A A A A A p C. BUCKETS FOR 4 -PLY 2X12 WALL REPLACEMENT GIRDER SHALL BE " RE ERENCE POINT STEEL SHOP FABRICATED FOR MASONRY CONNECTION AND THRU BOLTS. to BEAM DETAIL SEE DETAILS FOR FABRICATION AND ANCHORAGE BELOW. 10 -28 -09 Z BELOW FOR SILL CLOSURE AT EX'G GARAGE DOOR OPENING. KNEE WALL TIE -DOWN BRACKET DETAIL FASTENER SCHEDULE FOR FLOOR JOISTS AND DECK (EACH JOISTZ 12 -13 -09 I 40" LONG X 2 1" X 2 1" X J" THICK I z ul � � � ® 2x10 �2 SYP P.T. LEDGER. USE 1/4' x 3 -1/ ROOF AND CE I L ING J RE PAIR FLAN. 15' I TS tv ' DRILL HOLE INTO WELDED FIN. Q CA TAPCONS g 16 C /C, tOP � BOtTOM, STAGGERED. DRILL HOLE c� TYP. ALL FOUR WALLS) (N.O.A. 01 0315.03) SCALE: 1/4' =1' -0' -¢- N E 2x10 *2 SYP FLOOR JOISTS. USE USP 3' CONNECTOR JUSZ5. N.O.A. 01- 0214.20. 3 3 NOTE: DRILL HOLES ARE J" DIA. FOR J" DIA. x 5" "RED - HEAD" BOLTS Q REFERENCE POINT 3 — — — — — — — — — — — 3 FOR MASONRY INSTALLATION AND 4" DIA. BY REQUIRED LENGTH FOR I /� (L/ d FRAM \ WOOD CONNECTIONS TO RAFTERS. NEW 2 X 8 SYP RAFTERS FROM (� �... ® ®C FAMILY ROOM TO BE SISTERED AT KNEE WALL AND THRU - BOLTED TO r ill r - - - - - - - 2 STEEL TIE DOWN ELEMENT FOR UPLIFT RESTRAINT. SCALE: 1/�4' =1' -1a' I �� I 4' CONIC. FILLER P -1 P -1 P -i � � PANEL WITH 6 - ❑ ❑ ❑ - - PERT. REBAR 03 -02 -10 F -1 F -1 F -I 2 II 2 �\ - - - -- �\ 1/4' E D G SLAB IN F NEW INISH FELOe�R I I 2 \ � 3 REVISIONS 6 EMBEDMENT) W/ _ 6 v4' l i i 3 I O (CLEAR) 03/02/2010 4 -*5 HORIZ. BARS EPDXY. PROVIDE _ NEW INTERIOR I 4' 0 12/13/20m FLOOR SYSTEM P -1 P -1 II I I 9 AS SHOWN W/ 0 3 r::d.:... `� 0 -1 ❑ ❑ O I I DESIGN PRESW • cr:'r. (J IND RE8 l TIES -9 12' C /C. ROOF W F -1 F -1 F -1 NET (GROSS) ASGE 1 -05 8' � HORIZ. BARS TO EX'G GARAGE ZONE I = 33BIB PSF 138.59) O O I 0 PROJECT NO. TIE t0 VERT. FLOOR SLAB TO: ZONE 2 4934 PSF (5434) O \ 0 I JI 8 ' 2;009 -24 FILLER PANELS ON REMAIN. N 3 - 3 -2 3 3 2 3 3 ZO 4 SF (a5 -8', END ZONE E) ®1 \ I I i IDES OF OPENING BASIC WIND SPEED: 146 mph (653 m /s) 155UE DATE: � 8 � � I IMPORTANCE FACTOR (1): 1.0 2'i 1 10/31/2009 CON G. FILL M WIND EXPOSURE- s CATS 'C' BUILDING CATEGORY II APPLICABLE INTERNAL 0 N.rs. 03 - 02 - 10 PRESSURE COEFFICIENT: 10.18 61/41 ENCLOSED STRUCTURE (CLEAR) 5/8' DIA. DRILL HOLE FOR 1/2' DIA. THRU -13OLT 11 SHEET NO. (TYPICAL OF 2 REQ'D EA. PACING PLATE) 12 -13 -09 1/8' DIA. DRILL HOLE FOR 3/4' DIA. 5' RED -HEAD 5/8' DIA. DRILL HOLE DE CK FOOTING 4 P0 5 T � I L BOLT W/ MIN. 4' EMBEDMENT. (TYPICAL OF 4 REQ'D) (TYP. 2 REQ'D EA. PLATE) BUCKET FABRICATED FROM 11/4' STEEL PLATE W/ 1/8' DIA. DRILL HOLE SCALE: 1 /4' -I'-O' 5/16' CONT. FILET WELDS AT EACH PLATE JOINT. (TYPICAL OF 5 REQ'D) — U CKET5 11C" 4 Ile ®111 FOR (4) 2X12 HEADER 15EAM 12 -13 -09 N.T.S. 12 -13 -09 i 12 WHITE CEMENT TILE CD STUCCO F INIS . PROVIDE R-30 INSULATION � O 5/6' TYPE 'X' GYP. BD. ON BOTTOM Or- CEILING JOISTS. 1/2' GYP. BD. ON ALL WALLS. ` EXIST. FIN. FLOO CONTINUOUS 25 GAUGE METAL TOP TRACK ATTACHED TO TRUSSES W/ (2)1-5/6' 0 6 — — - - -- — —— DRYWALL SCREWS 0 EA. TRUSS 0 PLANTER INTERSECTION (PROVIDE CATS AS REQ'D) 8 r 0 CABINET BACKING TO BE A MINIMUM 2 X 4 -q ` VERTICAL WOOD MEMBER SECURELY FASTENED TO NOT LESS THAN TWO SUCH O EXIST. VENT PANEL ITYPJ STUDS. COORDINATE WITH HEIGHT OF Z O CABINETS. (1X4 PT WOOD BLOCKING WITH � � ` I f ) 1/4' D IA. X2' TAPCONS AT 16' O/C FOR Z 0 05 F R O NT E LE � / ATIC N ( I CIO T H MASONRY CONDITIONS.) NOTE: ALL 3 -5/8' 25 CA. STEEL STUDS PARTITIONS SUPPORTING CABINETS SHALL u EXISTING 32' DEEP DROP BE SPACED • l6' O.C. BEAM OVER GARAGE DOOR OPENING 70 SE REDUCED TO 25 GAUGE CHANNEL SHAPED STUDS 24' O.G. 24' DEPTH FOR NEW FRENCH WITH (1) FULL LENGTH LAYER OF 1/2' GYPSUM DOOR INSTALLATION. NEW SIDE WALL BOARD ( 16' O.C AT BACKSIDE OF INFILL GONG. COLUMNS TO HAVE ' 12 4 -05 VERT. FROM FOOTING TO 3 ALL CABINETRY. !-N- -1 SEAM, WITH 5' EMBEDMENT t WHITE CEMENT TILE EXPDXY TO FTG t TS. 12 -13 -09 25 GAUGE CONTINUOUS METAL BOTTOM TRACK ATTACH W/: NEW l2) 3' -C EXISTING NG D OO R S . " X &' -8' FRENCH NOTE: 2X4 WOOD STUDS AT 16' 1. (2) 3/4' STUB NAILS • 24' O.C. ( CONIC. SLAB) r DOORS W/ SIDE TO 03 -02 -10 C/C ARE APPROVED OPTION. 2. (2) 1 -5/8' % DRYWALL SCREWS • 24' O.C. v REPLACE O O EXISTING STRUCTURE 2' -0' 2� - �tl (PLYWOOD) CONIC. SLAB O . SU R WD BFLOOR. / STUCCO FINIS NOTE: SHOWN WITH WALLS 0 PERPENDICULAR TO TRUSSES. PARALLEL WALLS SECTION / \/ I I I /\ EXIST. FIN. FLOOR SIMILAR. O of p' — 03 -02 -10 Q 125c 80' FRENCH DOORS tW 5MLITES tUP.. 514 (+ 6'15 NAA 01 -0 OWS 12 -13 -09 Q .. EXIST. VENT � 'r �., 12 -13 -09 PANEL (TYPJ u FR O POSED REAR ELEVATIONf= o l� M r c EXISTING ROOF SYSTEM TO s.. REMAIN. V 3 CONIC. ROOF TILE ON S0 HOT 3 MOPPED MINERAL SURF. CAP SHEET WHITE CEMENT TILE OVER 30 NAILED BASE SHEET ON 19/32' COX PLYWOOD SHEATHING( `^ SEE STRUCT DUGS FoOR FASTENING v V R 2 03 -02 -10 03 -02 -10 EQ'S). TILES TO BE INSTALLED 2 -0' ACCORDING t0 NOT'IGE OF EXISTING STRUCTURE 2' -�• ACCEPTANCE. SN�st NEW R- 3013ATT INSULATION THROUGHOUT NEW IMPACT S.H. WINDOW OI L TOP OF BEARING SEE ELEVATION5 2X8 11 2 SYP CEILING JOISTS 0 I6' C /C. 25SH STUCCO FINIS 25SH (PROVIDE MIDPOINT BRIDGING) NAIL JOISTS TO GALV. METAL DRIP EDGE EXISTING ROOF JOISTS (SISTER). cl) 315c63' $A 31Ik63' 8){ EXIST. FIN. FLOOR ON 1X2 PT TRIM ON 2'X Z MR 3 , 2 3 ( Q/31 1 tll�?- 525 9*24 �6 (-) HD A 09- FASCIA AND 2X4 5/S' TYPE 'X' GYP. WALL BD. ON O WA 09- m624 NO SUB FASCIA CEILING. (METAL FRAME DOWN OPTIONAL.) C14 } 03 -02 -10 N ROOF INSULATION (R O Lu z ul EXIST. VENT REPAIR EXISTING SOFFITS —J q) 12 -13 -09 PANEL ITYPJ PLANTE TO MATCH EXISTING AS REQUIRED. (� NOMINAL i X2 P.T. FIRE STOP LLl O O NEW 8" CONCRETE BLOCK INFILL AT TOP t BOTTOM t HORZ. g 8' O O O5 LEFT 5ID ELEVATION ( 45fi O.G. OL (PROVIDE NEW #5 REBAR IN POURED CELL AT EVERY EXISTING MASONRY WALL fY z SCALE: 1/4' =1' -0' OTHER VERT. CELL FROM TIE BEAM INTO CELLS OF BLOCK O 1/2' GYPSUM WALL BOARD Y BELOW NEW MASONRY. FILL EXISTING CELLS WITH CONCRETE. O N NOMINAL 1 °x2' P.T. PROVIDE 5" MIN. EMBEDMENT INTO T.B. W/ EPDXY FURRING, 0 16' ON CENTER TYP. FOR ALL OPENING CLOSURES.) PROVIDE R -4.1 INSULATION. NEW STUCCO PATCH OVER c.M.U. INFILL TO MATCH EXIST, SEE NOTE A80VE FOR INFILL, REVISIONS 12 3 WOOD BASE BOARD MOLDING NEW STUCCO PATCH OVER C.M.U. INFILL To EXISTING SPREAD FOOTING TO 5/S' A/D PLYWOOD SUB- MATCH EXIST. SEE NOTE ABOVE FOR INFILL. REMAIN. FLOOR. ALIGN SUBFLOOR 03/02/2010 TO ALLOW SELECTED FLOORING MATERIAL TO 12 /13 /200g COMPACTED FILL UNDER CONCRETE SLAB MATCH ELEVATION OF ❑ SEE STRUC. DWGS. FOR DETAILS. HALLWAY ENTRANCE. 12/13/2009 (PROVIDE MIDPOINT PROJECT NO. F1 F] 200ci -24 i 2XiID 0 2 SYP FLOOR JOIST A� 16 ' NEW RAISED WOOD FLOOR C/C WITH 2X10 PT LEDGER ISSUE DATE: - 1 F1 e MASTER BEDROOM TO MATCH EXISTING GARAG $LA_B_TO_ R EM AI N _ _ _ WITH 1/4' TAPCONS. SEE 10/31/200121 STUCCO FINIS Fi32 �J EXIST. FIN. FLOOR ELEV. IN FAMILY ROOM. y __ I�_1(j� (� ) �E ° . SHEt Al -R FOR CONN CTO 8 26946' S}I EXIST. FIN. FLOOR w (SEE WALL SECTION FOR CONSTRUCTION DETAILS) ELE E �/� o o E R UP.- 4Hg ( + �A (.) /� /, AND FASTENER DETAILS. NAA 09- ' . ° �� / " / \ \ / \ \ / \ \ / /\ \�� EXISTING CONIC G E / // / / $LAB t0 REMAIN. \ \�' ° . • • ° /i \ /�� \ \�\ \ \/ SHEET NO. EXIST. VENT \ —EX15T.CRAMB ACE PANEL ITYPJ PANEL FfROF05ED FRIGHT 51DE ELE 12 -13 09 a A 2 SCALE: 1/4' =1' -0' I 'I A STO WATERPROOFING APPLICATION SHALL BEGIN 12' Q FROM EDGE OF MASONRY OPENING, AND CONTINUE -;u UNBROKEN OVER THE INSIDE FACE OF THE P.T. WOOD BUCKS AT ALL EXTERIOR WINDOWS AND DOORS.' j,>�ERIOR FACE i FULL WIDTH OF JAMB " STO WATERTIGHT f" COATING APPLIED " OVER SUBSTRAT _ IBUCK CEMENtItIOUS - TAPCONS SIZED AND �v FINISH a _ SPACED AS PER LINTEL - PRODUCT APPROVAL M C..U. WALL � - INSUL. / FURRING SPACE O �r �AAI � _ Z #'SHIM SPACE (MAX.) w WINDOW OPENING PVC CORNER I x P. T. Z BEAD - w U STO WATERTIGHT GOAT SL LL OVER CMU AND BUCK CONT. DRIP 1/2' GYPSUM WALLBOARD SEALANT CAULKING 03 -02 -2010 (� -v P.T. SUCK ALUM. WINDOW 1 x P.T. WOOD HEAD BLOCKING MIN. WIDTH TO MATCH EXTRUSION WIND. FRAME - SET IN ' HEAD CAULK BEp -SEE STRUCT. v FOR ATTACHMENT O r 9 5T® WA TERTIGHT COATING DETA I L 4 4 4 _ U1�. 5.H. UJ I N j� � ) I I I I I I I I I �Pf J�( '�P� I I I C I /� v�C � JJ W/ C WAL ALUM. I. ��NC1 - "1 � �./ CMU l�f W�t�.._ 3 I 0 3 =1 O STO WATERTIGHT PVC CORNER COATING APPLIED d REAP OVER SUBSTRATE < "' x 8' CMU ftTITIOUS SEALANT FINISH x P.T. WOOD 0 BLOCKING cl 3 a : MIN. WIDTH TO MATCH p' WIND. FRAME - SET IN U r `' r41!W 6 PZED AND J'SHIM SPACE (MAX. SPACED AS PER PRODUCT APPROVAL ALUM. WINDOW JAMB - 4'SHiM SPACE EXTRUSION _ 1 x P. T. CAULKI - INSUL)FURRING SPACE 1/2' GYPSUM WALLBOARD J AM 03- 02 -20i0 CONTINUOUS 25 GAUGE METAL TOP TRACK ATTACHED TO RAFTERS W/ d) (2) 1 -5/8' #6 DRYWALL Z SCREWS. O Q) WI 5 ONE LAYER OF 1/2' GYPSUM WALL BOARD A -Il 5 �/ I ®teV/ CMU tdV 3' =I' -O' a -11 ALUM. F D ,/ CMU WALL 0 0 —i (BOTH SIDES) UNLESS SPECIFIED 3 I Z ul OTHERWISE. N CABINET BACKING TO BE A MINIMUM 2 X 4 VERTICAL WOOD MEMBER SECURELY cn FASTENED TO NOT LESS THAN TWO SUCH L Q� — STUDS. COORDINATE WITH HEIGHT OF CABINETS. (1X4 PT WOOD BLOCKING WITH >1L ® Z 1/4' D IA. X2' TAPCONS AT 16' O/C FOR O p/ MASONRY CONDITIONS.) ALUM. WINDOW OL u- FRAME NOTE: ALL 3 -5/8' 25 GA. STEEL STUDS CAULKING PARTITIONS SUPPORTING CABINETS SHALL SCREEN BE SPACED S 16'0.C. #'SHIM SPACE (MAX.) SEALANT FIN. SILL REVISIONS 25 GAUGE CONTINUOUS METAL BOTTOM TRACK SLOPE 03 -02 -2010 ATTACH WA 1. (2) 3/4' STUB NAILS 0 - 1 x 3 P. T. 24' O.G. ( CONIC. SLAB ) 2. (2) 1 -5/6' *6 PVC COMER - SHEET ADDED DRYWALL SCREWS 0 24' O.C. (PLYWOOD) BEAD PRECAST SILL I - CEMENT. FIN. SEE ELEVS. - PROJECT NO. CONIC. SLAB OR WD. SUBFLOOR. FOR TRIM INFO. - PRE -CAST - INSUL. / FURRING SPACE 200 CONIC. SIL 1/2' GYPSUM WALLBOARD NOTE: a ISSUE DATE: SECTION SHOWN WITH WALLS 12/13/2009 PERPENDICULAR TO TRUSSES. STO WATERTIGHT _ a' CMU COATING APPLIED _ TAPCONS SIZED PARALLEL WALLS SECTION OVER SUBST PACED AS PER ANp PRODUCT APPROVAL 03 -02 -2010 SHEET NO. 5ILL 12/13/2009 TYP. INT. WALL DETAIL 12 ALUM. W . IIIIII I I II� X A Il INS ®1Jl // CMU WALL 3' =1' -m' A -11 ALUM. FRENCH DR CMU WALL 3' =1 I I i 'i �r.•s Cl i i EXIST. COVERED EGRESS - ENTRY. 6„ 1 " . I EX'G 8 DIA. XIST. EXISTING DUCTWORK NEW 3.5 TON AIR B DROOM z I TO BE REPAIRED AS FLEX DUCT CL HANDLER TO NECESSARY. USE SAME 180 CFM REPLACE EX'G 3.5 SIZE, NEW R -6. U UNIT. v Z W I ' 8X10 S.G. EX'G 18 "X20" w U SUPPLY PLENUM EXIST. TO REMAIN. _j Ll EXIST. LIVING ROOM DINING ROOM FLEX D DIA. EX'G 8" DIA. FLEX DUCT FLEX DUCT A/C (� 120 CFM I �► 6X10 S.G. EX'G 6" DIA. EX'G 6" DIA. FLEX DUCT FLEX DUCT NEW 10" DIA. I 120 CFM FLEX DUCT OT 24X24 R.A.G. EXIST. EX'G 6" DIA. EX'G 6" `J 6X10 S.G. IN DOOR. I O I EX'G 4" DIA. DIA. EDROOM FLEX DUCT �- FLEX DUCT FLEX DUCT PROPOSED EX'G 416 N N 50 PANTRY. w 8X10 S.G. � 3 -0 120 CFM ° 180 CFM iST. 6X10 S.G. 6 ° BATH I CL. 0 EN TED " g ° KI HEN NEW I O 3 6X10 S.G. EX.FAN I � 0 120 CFM TRANS. 4 A REF. DRYER. EXIST. =j -Z FAMILY ROOM x �+ ia ! SHO R. WC. EGRESS r NE 4" NOTE: EXHAUST FANS AND M X DUCT 4X6 DRYER VENT TO HAVE RIGID NEW 50CFM I DUCT (26 GA.) TO EXTERIOR. EX.FAN NEW NEW 8X10 R.A.G. PROVIDE BACKDRAFT FLAP AND 0 W/ 8x1D RIGID BIRD SCREEN. TYP. FOR EACH. . .- BATH TRANS. DUCT. . I � v � w w z N 8X10 R.A. I Air Handler: Goodman ARUF314316 NEW 8" DIA. o Condenser: Goodman (38C140421A lul FLEX DUCT i SEER: 14.0 III 41,000 BTU' NEW, o 8X10 S.G. ' I New Roof Insulation: R -30 (Entire) cMF® 180 CFM I New Wall Insulation: R-4.1 BY:.. - -- 0 EXISTING oI NEW I 12 -13 -09 ay EGRESS CONIC. PATIO Z MASTER I TO REMAIN BEDROOM O } ° .U a , cz LU REVISIONS 03-02-1D 03/02/201 12/13/200e PROJECT NO. 2009 -24 ISSUE DATE: 10/31/2009 MECHANICAL PLAN SHEET NO. SCALE: 1/4' =1' -0' m -1 i y A 0 r C: Cli EXIST. o EXIST. � S COVERED EGRESS I I COVERED EGRESS C ENTRY. tf ENTRY. � " 6 EXIST. <'.3.. EXIST. I I O -' CL. BEDROOM I I CL. BEDROOM CID _j I ( I z w EXIST. I I EXIST. EXIST. LIVING ROOM EXIST. LIVING ROOM "- DINING ROOM A/c I I DINING ROOM A/c SOV / EXISTING 3/4" WATER CL. L, t r , SUPPLY FROM METER. T. EXISTING 3 4" WATER / EXIST. EXIST. U I SUPPLY TO HOT WATER BEDROOM HEATER. BEDROOM I O cn - - -- I �_ I PROPOSED cfl I I PROPOSED � I ( INSTALL NEW SI K AT PANTRY. PANTRY. INSTALL NEW SI K AT I � 0 I J EXISTING LOCAT ON. 3' -0' I J CONNECT SINK DISH 3 _0 o CONNECT SINK AND DISH IST. ° O WASHER TO EXISTING HOT [:: ; � IST. d BATH . O WASHER TO EXISTING SINK I o AND COLD WATER SUPPLY. I BATH ( DRAIN AND VENT. RENOVATED '� g m CL. I o ° RENOVATED I KITCHEN 3" DRAIN TO STACK � I KITCHEN I I 0 WITH 3" VTR. o I o NEW 1/2" CU FOR I I p7 cp - 1 HOT SUPPLY. d) I WASHER/ NEW 1/2" CU FOR 3" EXTENDED DRYER. ® WAS ER/ P -TRAP AT I I (� ® COLD SUPPLY. I O .. REF. DRY R. WASHER. I NEL 1_L _ CU FOR REF. EXIST. r — — — — EXIST. HOT SUPPLY. IN -WALL �' .� NEW 1 2" CU FOR VALVE BOX. FAMILY ROOM OLD SUPPLY. i 5 FAMILY ROOM I c 3" VTR 2" DIA. I r X ov F DIA T ( ESHO SOV V o o I EXISTING 3/4 HOT WATER TO 2" I C I CONNE TED O TI AN UNIT. EGRESS EGRESS NEW NEW B TH ROOM BATH ROOM POINT OF RECONNECTION TO EXISTING HOT WATER LINE. - SHOWER. Z 3 W W Z D z I REMOVE EXISTING HOT WATER HEATER NEW 3/4 CU FOR FROM GARAGE TO BE CONVERTED. —3" D,IA. COLD SUPPLY TO I I REPLACE WITH TITAN INLINE UNIT AS r -3" DIA, TITAN CR2 N -120 NEW TITAN HEATER. NOTED. EXISTING 3/4" WATER TO BE Y1ft TANKLISS WATER I CONNECTED TO TITAN. ALL PIPING TO BE A C I \ I I A C I EPLA TEf TO EEXISTING 0 I OVERHEAD. W TER HEATER, NEW 3/4" CU FOR HOT WATER TO ° EXISTING SYSTEM. I BY: s ° °-®° EW 3" DIA. LINE TO NEW ° EPTIC TANK. SEE SEPTIC PLAN. La °� EXISTING oo EXISTING L� &0 NEW\ I I ac NEW EGRESS TO REMAIN I CONC. PATIO W -i EGRESS CONIC. 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(U.L. LISTED) LOCATION: BOTTOM m DEMAND NO DEM. CONDUIT WIRE TRIP POLES LOAD DESCRIPTION GKT PHASE GKT LOAD DESCRIPTION POLES TRIP WIRE CONDUIT NO DEM. DEMAND LLI @ LOAD VA LOAD VA SIZE AMP AND REMARKS NO. I /a I /aNO, AND REMARKS AMP SIZE LOAD VA LOAD VA 1500 RM 12 20 1- MASTER RECEP. AFGI -1 - I ra - --- - 2 - CENTRAL A/C UNIT -2 50 6 RM 10,900 - 1500 RM 12 20 1- FAMILY RM. RECEP. AFGI - 3 - - - - - -I -4 - 10,900 A, - 1500 RM 12 20 1- DINING RECEP. AFCI - 5 - I ra ---- - 6 - ELEC. DRYER -2 40 8 RM 5600 V 1500 RM 12 20 1- BEDROOM RECEP. AFGI - l - - - - - - 1 /,- 6 - S - 5600 EXIST. 1500 RM 12 20 1 BEDROOM - M AFGI 9 - - -- -10- ELEC. STOVE /OVEN -2 50 6 RM _x. - - 12,000 4 �``�,. , COVERED EGRESS A,5 A,5 A,7 A,7 IN �.,. - ENTRY. EXIST. 1500 RM 12 20 1 - BATH d W.P. RECEP. GFI 1500 RM 12 20 1- KITCHEN RECEP. GFI -I1 - - - - - -I -12- _ TITAN WATER HTR -2 12,000 N 13 - 1, 4 _ -- _ 14 A,13 A, 60 6 RM 11,800 @ wP T 7 A, 7 CL. I 12 20 1 CLG FAN /LIGHTS (4) ' ' -15 - - - - - - 16- {�} BEDROOM - GPI -, A,17 P C a 1500 RM - ,n I _ _ _ INK UM d w ' 0 I 1500 RM 12 20 1- LIVING /DINING /BATH LIGHTS -11 - is - -18- S PRINKLER PUMP -2 20 10 RM 1200 Lo F/L 0 1500 RM 12 20 1- PAM. RMJPATIO LIGHTS -19 ------ 1 1200 w A,5 dim I z A,15 1500 RM 12 20 1- EXTERIOR SPOTLIGHTS -21 - I ra - - -- - 22- THRU-WALL A/C UNIT -2 20 10 RM 3600 LU EXIST. A'7 I _- EXIST. LIVING ROOM 640 RM 12 20 1- REFRIGERATOR -23 - - - - 1 4- 24- 3600 w DINING ROOM 5 A,2,a w A,7 U A A/O O ( 1030 RM 12 20 1- D -25 � - - -- - 26- SPACE - FUTURE 1500 1140 RM 12 20 1- WASHER -2l - - - I -26- $PACE - FUTURE 1500 A,5 L I 1500 SPACE - FUTURE -29 - l ia ---- -30- SPACE - FUTURE 1500 �A,17 A,17 A,17 PCT A,7 - SUB - TOTALS = 48,600 0 3 A,17 `� 0 21,010 - SUB TOTALS OO A,9 I OTES: 1. PROVIDE GROUNDING BAR KIT NOTE: PANEL LOAD CALCULATIONS ARE GREATER THAN I 1-I- -t s D EXIST. I SEE LOAD CALCULATIONS LOAD CALCS., BUT STILL WITIHIN PANEL CAPACITY. A'17 Ow BEDROOM 2. NCL= NOT CONCURRENT LOAD (69,610 VA TOTAL = 10,000 + 23,644 = 33,844/240 = 141 AMPS. OK.) A,3 4 3 A,5 3 A,7 dim EXIS N A,11 ►'� PANTRY. A,9 F L w A 11 A i t M A 3 A,3 A,13 TH 0 V o dim LLJ 0 0 ` 1 1 A,19 �� EF A,19 ( CL. A15 5II `GLE DWELL II G v� >,�A A,19 9 -v 0 REPLACED �� IS �� A,9 OPTIONA DEMAND METH AS PER N.E.G. ,4rticle 220 Section G (Table 23 - 30) 25 KITCHEN 6 3 A ' service= 120/240v � A'19 A,19 EXIST. ` I ( A,111 ® A, 6,8 F FAMILY ROOM A,17 A,9 A/ C EQUIPMENT Volts Amp$ VA Total V A Final Demand fi (CG" - - - - ' 1 REA,23 DRYER R A 3 A.15 ' cri P - -� CENTRAL A/C 1 � a Com 240 16 3840 P 9 a) Gom � A 10,12 p A1820 F/L Q 3 O _ .� A, AA Compressor Fan 240 1.3 312 - 'F 1 A19 p � o A. 1 51 0 SHO R. WC. LAV. LAV q 3 EGRESS ELECTR LEGE D c) ANU Fan 1/3 HP 240 3 6 SG 4 0 � Q a� 100% 501 � A NEW � 5016 � � EF A,21 A,13 - BATH ROOM s BYMBOL D ESCRIPTION d) Heater 240 41. 10001 '� " � NEW C-�I > PANEL A' O r LOCATION �' 13 A,21 qP DUPLEX RECEPTACLE, {�✓ AMP, 1201/, (MJa. ■ 12' AF" e) AHU fan 1/3 HP 240 3.6 864 o _q Q M 1086 5 100% 1086 5 c, _ I Z® 120Y COORD MJ4. WITH EOtJIF'P1ENT Select largest non - concurrent A/C; W A,14'16 A'1 dim SWSLE RECEPTACLE, AMP, 120V, ................ .,,..,,,........ ..,,.,,......... .,.....,.,...... A,22, 4 I GROUND FAULT INTE R DUPLEX RECEPTACLE, 15 , I20V u E O A,1 9 �wi FAULT NTEF44PMR DUPLEX RECEPTACLE, 15 AMPS, IZOV THRU - WAL L PACKAGE A/C UNIT 3600 A,1 3 -02 -10 I 1 ?SI WEATHE (Table 220 -30 A C I ® SPECIAL PURPOSE OUTLET 420 V_ I TOTAL OTH L Qt Uni A,, t VA Extended VA EXI TING METER AND ® ELECTRICAL PANEL, SEE PANEL SCHEDULE SHEETIS) FOR DETAILS A LIGHT,5.,4.4 LAUNDRY LOAD WE THERHEAD F TO EMAIN. PANEL TO (� EXHAUST FAN RELOCATE AS SHOWN. y General lighting (s.f X ulls,f,) ( 1712 3 5316 A,, I ::]J DISCONNECT SWITCH Small appliance circuits 1 150 750 NEW A,19 $ SINGLE (TWO POLE) SWITCH 120V, 1 5 AMP. (MA.■44'AFF) Laundry Circuit 1 1500 1500 MASTER EXISTING ool SINGLE ItHI�E POLE) BwttCH ! 2 ®V, 15 AMP, (M.H. ■44' AFF), 3 - WAY Other loads - Light, SA Laundry Sub -total X55 a � EGRESS I CONC. PATIO B. COOKING LOADS AT 240v N N TO REMAIN $ 4 SINGLE (IMP. POLE) SWITCH 12OV,15 AMP, (MJ4. ■44' AFF), 4 -WAY Ra (505 bkr) 1 12000 12000 , } LWTNG FIXTURE, SURFACE MOUNTED Other loads- Cooking at 240v Sub-total 12000 A,, A 1 A,1 I LIGHTING FIXTURE, ED MOUNTED C,- OTHER L O ADS AT 240V O RECESSED INCANDESCENT LIC�HT FIXTURE Dryer (405 bkr)2 5600 5600 ue �-` Water Neater 60A bkr) 2 4500 4500 � A,21 A wi A,2, 1.ICsHTINCs FIXTURE, WALL MOUNTED O Other loads at 240v Sub -total 10100 z DOUBLE FLOOD LIGHT D.- OTHER LOADS AT 120V U_ 4 -4 N �� c, �� r; � Z -,,� ® BELL Kitchen Hood 1 300 300 Ix /�- Refrigerator 1 840 840 HIM CHIME, VERIFY MOUNTED HEICsHT IN FIELD g Clothes Washer 1 1140 1140 L4 _ O THERMOSTAT Dishwasher 1 1030 1030 O ® z SMOKE DETECTOR Garbage Disposal 1 690 690 u cA ® LOW VOLTAGE SMOKE DETECTOR Pool Lights FUTURE 1 315 315 03 -02 -10 Lawn Sprinkler Pump (1 /2HP) 1 1116 1116 Future 1 6000 6000 Other loads at 120v Sub -total 11551 REV151ON5 TOTAL OTHER LOADS 31,607 TOTAL LOAD 55,672 m3/O2/20im First 10,000 of Total Other Loads a 100% 10000 61100% 10000 Remainder 0 40% 45,612 a 40io 18,269 PROJECT NO, TOTAL CALCULATED LOAD 2a,269 200e -24 TOTAL AMPS 28,269 /240v = 11a AMPS 1551JE DATE: E LECTRICAL FLAB l0/31/2m09 SCALE= 1/4' =1' -0' SKEET NO. i — V a, c o CI c (0 p y ISION pf, c, T PAR 0 2010 �I S hores Vill age 1 /,-.� _ � BY DATE Z" N_N DEP t BLDG DEPT S'JE._iECT CO CCMPI.IANCE WITH ALL FEDERAL S- ATE AND C .UN iY riULES AND REGULATIONS >uq� i.