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599 TIMBER BRIDGE LN - ARCHITURE DWGS MM MOM THE OM DMMONIM oarMG wrm1WMMWe+e CODE N OW AS of DAR of OMMMOO E�. May 31,2017 OF FL IP rrliv Q `4 9673 yqy c 0 Ovan G. Drummond, ALS p �.. to AR 96399 w Manuel Gonzalez, AIA 4 AR 96730 o Sang-Yub Lee, PE A R V TION LIST LEGEND SQUARE TA TE, LIST DRAWINGS 72328 RR LU 0- 2 . CLASSIC ELEVATION w W W ` Abbrev. Description brev. Description Abbrev. Description _ # _— DETAIL# AREA C C . S S.F. covEl SiEET - Index of Drawings r o C1 CA �' 4 DRAVAG# # GN1 GENERAL NOTES o Ln o © # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD --- --- a� & AND FRT. FRONT PWD. POWDER FIRST FLOOR 2,747 �._ ca O - EQUAL FT. FEET PLW. PLYWOOD - F�JUNDA I N-PLANQ , to civ: @ AT FTG. FOOTING - # ( DUAL TOTAL LI' AREA Z, T. A1.18' F0 TION PLAN Ll.! ,,, > cra a oiZ A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER .-- --- # _ -"" A1.N F0 TION { L.A#V, NOTES, SCHfpULES, &DETAILS a M ' 0 ABV. ABOVE RA RETURN AIR '_ ¢_ w L J i o Q ADJ. ADJUSTABLE GAL GALLON RAD. DIUS / COLNIGFIT0H COVED ENTRY FLOOR,, N _ z a -- A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR CQED LANAI A2.18 FIRST FLOOR PLAN � c Q m A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFOWING CZ*TfR LINE SPANISH TILE A3.N IFLOOR PLAN NOTES, SCHEDULES & NAILS 00 ua o GROUND FAULT G 672 __._.._.� `C -' E p air I° w AHU AIR HANDLING UNIT GFI RM. ROOM TION MARKER SIDING Q -j • B W INTERRUPTER EXTERIO ELEVA IUl �' (n ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING SW RECESS SIDING TOTAL 3191 4SO. T. A5.18 FRONT& SIDE ELEVATIONS .�„� a � V z � ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRE A5.1.18 REAR &SIDE ELEVATION, & ROOF SLOPE PLAN J -j � o R &SH OD &SHELF RE ° �„ VKK A5.2.18, EXTE OR ELEVATION DETAILS o N dB.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL 0 BD. BOARD HB HOSE BIBt I � STUCCO FINISH ;BUILDINSECTIONS B.F.F. BELOW FINISHED FLOOR / HDR. HEADER SF/ SQ. FT. SQUARE FEET ( A ") A7.18 BUIL SECTIONS BOTT. BOTTOM HIST. / HT. HEIGHT SGL SINGLE C14U MASOWY WALL EARTH 0 ► . LAY T ca BR. BRICK HORIZ. HORIZONTAL SHT. S HEET DIFFUSER E � ' BKFST. BREAKFAST SH. SHELF GAW END WALL I . TIQ1 � M1.18 IFIRSTfLOOR DIFF USER LAYOUT` INSUL INSULATION SH1 . SHOWER o D KNWALL - - DECORATM STOIC z g CALC. CALCULATIONS INT. INTERIOR SL. SLIDER ELECTRICAL LAYOUT C.J. CONTROL JOINT I.L.O. IN LJ U OF SPECS SPECIFICATIONS OWED SHIT ® jPRE-CAST-UWE1.18 FIRST`FLOOR E E- DUCAL LAYOUT , LU CL CENTER LINE S.P.F. SPRUCE PONE FIRLU Uj Uj cri a CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT NI ► k DETAILS 1 - MTEMA P--4 Ln L CMU CONCRETE MASONRY UNIT STD. STANDARD _ D3 ST D NOTES & DETAILS C.O. CLEAN OUT L LONG STL. STEEL D7 STANDMD NOTES &.DETAILS - COL. COLUMN LAV LAVATORY STOR. STORAGE OW STWY: FRAME SWLE FA14ILY RESID ICE.:` D8 'y- TANI D NOTES & DETAILS o COMP. COMPRESSOR LDRY LAUNDRY z- MWINGe 1W, ' CONC. CONCRETE LIN LINEN T TOP Uj "� �- HAT�CJ ABBIEAS = ' C U- CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE &GROOVE , CAS Y; II ~ b , ca TEMP. TEMPERS ►►SED ON F BUILDING CODE W� DESIGN BASED ON: ASCE 7-1 ABBE. FULL NAME ELEV. CODE , z E3 LU Q DB. DOOR BELL M.B. MASTER BATH THK. THICK MAN. MANOR 03 � � Q 1 ca DBL. DOUBLE MAX MAXIMUM T.O. TOP OF � TION (2014) -- cti WIL. WILLIAMSBURG 07 ' G[ a DR. &SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM , M EDITION ( 1 ) ABIDENTIAL ULTIMATE DESIGN WIND SPM = 130 PRO. PROVINCIAL 08 ` U , LU DECO. DECORATIVE MFR. MANUFACTURER TR. READ CHA. _�.-- _ CIATEAU 09 . ► -I EDITION ( ) I4A L U INAL DESIGN WINDS . n VAR, 10 DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM � - CLA. fASSIC 18 L 5 DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL �I ED TION ( ) I E : SURE: a ` r DIM. DIMENSION MIRR. MIRROR MED. MED RANEAN 19 N o DN DOWN �lLDG. MOLDING UC UNDER COUNTER +.1 /-.l TRA. ITIONAL 20 J W .�c ATI I F.: ,�, n DR. DOOR M.P.H. MILES PER HOUR U.N.O. UNLESS NOTED COU. COURYMANOR 21 o --+ � OTHERWISE .ILC, SW EDITION (X44) FUEL GAS FOR WINDOWS/DOORS, SEE FLO HER. HERITAGE 22 c0 0 DS. DOWNSPOUT MT METAL THRESHOLD X m. CMN: CIMMARON 28 "' Q m D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER EDITION I ( :! ) ACCESSIBILITY AL RRESSU S: MSN, MISSION `� c DW DISHWASHER I.T.S. NOT TO SCALE VERT VERTICAL ELCTIC X11 (NF1 ) RULES REGULATIONS CFT. CRAFTSMAN 31 F-- LU , „ = DWG. DRAWING co V.T.R. VENT THROUGH ROQF32 O.A. OVERALL .F F.P.A. 1012014 7-10: NIMUM DEWN LOADS BOR. SFANBORDEAUXNIAL 33 � � LU tTj , E EGRESS O.C. ON CENTER W WIDE a TIS DSA DESIGN IS VSD 12 THS AFTER DATE IT IS SIGNED BRO. BROUGHAM 39 iE 0 E.E. EACH END O.H. OVERHEAD W/ WITH AND SEALED WILE CURT CODE IS VALID REN. I �AISSANCE 40 '�1' >- o E.W. EACH WAY OPT. OPTIONAL) W.C. WATER CLOSET o o EL. ELEVATION OPNG. OPENING WD. WOOD VIE. VIENNA 41 � U TUS. TUSCAN 44 , o ELIC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW CLS. CALAIS 46 U, Q INCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-ISI CLOSET ITV. ITALIAN VILLA 58 c ' 9C z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERIBOOF GFI PBC. PALM BEACH 80 ib © POUFS PER SQUAB ( EQUIP EQUIPMENT P.S.F. FOOT W.W.M. WELDED WIRE MESH CRB. CARIBBEAN 81 o9CST. COASTAL 82 � EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC Wi5go FIN. LR. FINISH FLOOR PSL PARELLEL STRAND LUMBER 11610 "' FLR. FLOOR P.R. POWDER ROOM `S �'' P.T. PRESSURE TREATED � � g PND. FOUNDATION �-+ LU O 3 9 __- W- 0 ® z LU z o OFFICE COPY Uj< Uj ,I— ';*_: ! I IR z REVIEWED FOR CODE COMPLIANCEAr CITY OF ATLANTIC BEACH 1 t SEE PERMITS FOR ADDITIONAL. w ' 0 REQUIREMENTS AND CONDITIONS Lu UjLU ?• '7 ILL p REVIEWED BY: DATE:.� 10 .c ca 10- 0 SERIAL. NUMBER 1014.0 WMM%MTHEDeMD5q=0N7w RAMG MMO PRM THE AR AaIE WaMM MaDJW CODE Ill FW AS OF DATE OF 4N'M70IRM. GENERAL WTES c DOORS&WINDOWS PLUMBING NOTES 1. IT IS THE SUBCOUT RESPONSIBILITY RMI ERECTION PROCEDU ALT.BEDROOMS REQUIRE AN OUTSIDE WMOW OR DOOR OPERABLE FROM THE INSIDE Wr.MOUT THE TH ; PLANS ARE DESIGNED IN ACCOIIDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND Z' SNiIIE l OF TOOLS ANNA Pt UI A CLEAR OPENING OF NOT LESS THAN 20 MOTH 24 INCHES IN NTIAL .2 AND SEA NCE TO ININII W T SAFETY OF THE AND ITS COMPONENT PARTS I GMT&5.7 _ . Fr..10 AREA.THE BO'NTflM OF THE OWNING SHALL NOT E TA""OFF THE n � OF F - I;O FLOOR AI#fD NO ARr OF'THE TING MECHANISM SNALL BE PLACED T4iA N 54"`A.F.F, ALL!NOSE BIBS SHALL BE FURNISHED W/ BACK FLOWN PREVENTERS AND BE MOUNTED.26 ABOVE •fi'/ DURING MECTItMi. 1W ID ,OUT IS NOT TO,T ADDITION OF MOWS GREATER ThM 72"ABOVE FEISHED GENE SMALL HAVE TNS SILL HT r , Cc> WhN�ATEVNIR T ,6U OR TIE- t Y NECESSARY. THAN 24"NSR R AN A 19 T►Ll Pt�NTION D .2. DRAWINGS AERTEDIAGRAMMATIC. DNS NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, T Ca IWE OPERATING MECHANISM FOR SINGLE HUNG WINDOWS SHALL BE AT OR THE SILL. N SHOWER READ WINDOWS INDICA H"EOR(E 5 MUST BE MANUFACTURED TOO = M TO BLDG. R 9 73 , OWE W/REPECCr ' CSF-DESS . I AOS RER'N.F#.A. } C 24, k#Eld f COF SHOWER SHOWER HEAD AT S C BAY H TS BALL BE 7'-4" i n x r WENC WITIAINN1E NIA► SHAD TAE 6 10LO ` , At11D WOWS ' TI +N6N3"A�VE'STAIR �SHAN:L BE'SAFE IT°I GLARING REQ 2014 24A 1.1.2 GENERAL NOTES STRUCTURAL DESIGN C ALL WORK'SHALL BE PERFORMED IRI ACCORDANCE WITH ALL CODES,RULES, REGULATIONS AND ED �G Q LIVE LOADS: 20 PSF ( E) SINGLE SWING NBRR t CON MG G, GE TO LIVING SkkL BE E D WITH AI ES"TRICM- NS HAVING J iSDI tON DRS PROJECT. 40 PSF SN LID'WOOD 1 9T LIDS THAN 1 S (35 MM)IN THICKNESS, OR HONEVCONI CORE Z RE PWOR, UNLESS OT111 I TED CON'TRAC'TOR SHALL VERIFY ALL DIV ISIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE 4 © 40 PSF STEE L DOORS T 1%IANC (35 NM1)THICK,OR 20 MI. � DOW Bd>A.0 NNN s 40 PSF W Rf MASONRY' GS MIRE FRAMING,TO FIT WINDEIWN�N ,PRESSURE ANOTIED OF ANY DEVIATION FROM TATE PLANS N�IORIO CONSTRUCTION. Ovan G. Drummond, Z c� STAIRS ' ATNED 2X8 MAY D TIE MASONRY WITNi 1/4"DLA. x 31/2"TCRE~WS, 6° DRAWINGS SHALL NOT BE SCALED. 10 PSF AR 96399 W AT'fNIC STORAGE NN10M EACH. AND 12"C/C. ARO FRAAMG MEMBERSSHALL 1W W T STUD W/ to w Q ATRC S 20 NSF (2 'ROWS OF IW .AT f"C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. Manuel Gonzalez, AIA e , HAWrA#W AT110 30 PSF „ €ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). AR 96730 30 PSF WIND BORNE ION Sang-Yub Lee, PE � EXTENUOR IN WIN9D BORNE S REGIONS AS DEFINED BY TN�NE FLORIDA 6 TNG CODE 72328 w 0 CONCRETE CONING S OTHERWISE I TIED 3060 PSI SHALL BE WITH WINQC}WS, RS OR SHUTTERS WHICH ED A I-ADE o Z STREN+IGTH OR FLORIDA APPROVAL NO OF ACCEPPANN E(ANAA). THE' THE W @ 28 NAYS MINIMUM N�l'S FOR CODE . IN AN EVENT OF A $NT T g nn// uj PE oa REINFORCING: WELDED FABRIC SHALL ASTM A1Ni Uj ZZ APPROVED,] THE COENtUCTI N3OCNNTS, THE MOST Q NT SHALL tl €amu ALL ASTM -60 60,000 PSI PREVAIL THE A HLFECT OF RRC SHAN.L.BE i&iiED. � 0 � r co ALL ASTM - 60,000 PSI F- 41 ' o d GYPSUM lNHIALLBOAN� �•.- a ¢ ._ 00 Z POLYFIMM FOR SLABS 0041 GRADE FIBERS I 1.5 BI OF PROVIDE 1/2”N O SANG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE"X" GIMP. BOARD ON ALL z � _ f Q a ll � " YARD GARAGE NGS HABITABLE 9MCE EXISTS �E. GARAGE SK& L IN PAi FROM THE "' w CONCRETE ASTM ANNJAAD WEIGHT NITS fm=1500 PSI MORTAR"� S IM-O PSI RESI A LITS T 'IC EN(NO N;E S THAEII 1/2 GYP.;BOARL?AAP E SIDE. oc > rl n, MASONRY C(l C P$I awn I °ON W 0 W -r N �, UNITS: HARDIE UWR TG N USED AT ALL S. AND T11B:LOCATIONS, UP TO 8' E FI D FLOOR. I— � C] M LL o ST MISCELLA STEN; A36 36,000 PSI, U.N.O SWOP HID FIELD — (D _ v n ,_ STRUCTURAL ALL S, . fL S ALL TS JN CONCRETE: ASTM, f ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFA ,AND ANY _ = z D �--•-� SOFFITS-PROTECT ON THE ENCLOSF.Q S WITH 1/2 INCH GYPSUM � 1 Q „t 0 © 4A WOOD S IWST, PLATES: PLO.40. SOUTH YELLOW (19% M.C.) V Ln V C 00 m FRAMING: R C-C/C-D, E , or OSS p 0 sa a� _ t�'= LU : TTG A-C GR 1 A A RAI (48/24) GLASS LOCK J -' OL 0p' H W WA : PLYWOOD C-C -D, O.R OSB MORT 0 HAVE C()WRESSIVIE STRENGTH:TYPE S- 1800 Psi AT 20 DAYS .r - i1� E Nt `Z Fb = 2900 PSI ( .N ) EXPAN�N STRIPS T'O N.E PLACED PER MFG. SPECS. _ < o RAA LAM 2.taE GLASS K SHALL.BE 3NSTAL.LED AS S CIFIED OY MANUFACTURERS SPECIFICATIONS. mi °- � o W aJIt WOOD ROOF DESIIGA1 S: SHIN TILE ROOF: BUILDING IDENTIFICATION < tb p p t0 TRUSSES: TOP LICE LOAD: 20 NKSF 24 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ONALL NEW AND EXISTING BUILDINGS INSUCH Q N 4 TOP CNM D46D LOAD: 10 PSF 2B PSF POSISON AS TO:BE PLAINLY VISIBLE AND LEGIBLE SROM THE STREET OR ROAD FRONTING G THE E[ SAID NUMBERS SHALL BE A". 11NUM N 4"TALL AND 1/2"THICK AND COAN'T'OW WITH t? BO 'OM DEAD LOAD: 10 PSF THE MIND. TOWAL: 40 PSF 54 N ! WINHID NSISTAANCE: 10 PSF 19,PSF STUCCO c� O ALL EMRIOR C IJNG EXA)SED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO LU SEE DIA011ING6 FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FI NISM ESR-HW4 , ;RA BACK M LATH OR VINWL PANEL OVER STRUC TUNIAL 'Q ( , ,$ MG ASS, N . N LOAD.MAXIMUM OF 5 P.S E o CONTRACTOR TO INSTALL STUCCO CORML JOINTS PER INDUSTRY ST $. " a , WOOD FLOOR DESIGNOW&DESIGNLU ! . ku TRUSSES: pip 20 PSF OUTDOOR KLTCKW w ... _ LIME LOW. 40 PSF ALL CONSICPION WITHIN 24"OF E R AND COOK TOPS SHALL BE NON-COMBUSTIBLE. TONAL: 60 PSF CMU LIGtT ;G DETERMIACN=D/ DIQAhCQMNiIJ BY THE w : �� FBCC STRUCRON OF PRIVACY WALLS AWJTTING E OR E w GNtILLS o >, FOUNDATION/SITE TION: ANCHORAGE METAL AND WIRE LATH: 1. ANS LATHiALL BE LAPPED 1 INCH MINIMUM. 1. FOOTINGS WERE DESIGNM I%AN ALLOWABLE$ ARG PRESSURE OF 2,500 PSF I" A1C 2: ALL ATTACHNNNi SECURING METAL LATH,WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALLLU OF- FOOTING EXCAVATIONS ANMt SIS S PADE 94ALL COWWCTfAD TO A DRY DENSITY BE PLACED NOT MORE TRA14 6 INCHES AORT,AND SIDE'NAPS SHALL BE SECURED TO S-LOWTS.AND BE � Ij- OF AT LE,W 98%OF TMR D PROCTOR Def DOWITY, DETWIMD IN AX. _. 'TO EXW 9 DICKS WMALS. VACCORDA E WITH ASM N T ALL SO3L F OTECTI0IN. ,METAL ANS?WIRE LATH SHALL BE A ED TO VER L,WOOD SUPPORTS►NIBTH TIE IQUIVALENT Q < � bC 0 GALVAAIIZ {3R LUE CO Oft[ -AW TOA P WTION OF AT ST HAND C31 2.THE OWNER SHALL RETAIN TW JNRV OF AN IN T GIeOTECHNIChL ENGINEER ER TO f T LESS T#N 1 OF LA H. ARETAL AND E LA'fi "'SHAD - 0 ,� TO VINRUFY 9UCUIWUL N OF SITE PREP N'sF�R"S. LOCAA�ONS ATTA TO CN�N;�tG JOIST'S OR OTH11W ZF 'AL WOOD SUPPORTS WITH T4*EQLEI ENT OF NO. M © FAILING T041EET 1RiE iNIrCA1 N.^ IIiEER'S SHALL BE 4�CON ACT 11 GAU #� GAL` = tXt BWED NAILS I:Yi" INCHES LONG HAVING A HEAD NOT LESS THAN AND AT 7AE RLU 'S VERSE,AND BY THE 4WNi ER. INGNL I(►I � ' L] 3.WRITTEN CIRTTFItJARTIOIA 1M+W IM M DESIG CAPACITY,A THAT THE MIRR(NtS aZC TO ST Njf;COMPACTIQM REQ 4E MET SHALL # TIME GEOT 9 S.F. w CO H.V.A.C. NOTES ESE PLAANS ARE DESIGNS IN ACC CE WITH TNE,FLCEIDA BUILDING CODE: z TERMIE SPECIFIC.A7;IOYiE: IT, � � Q w RCON� p (n SECTION R318 PRO C:TO N NST TERMITES MOU THERMOSTATS AT+4'-O"ASE FLOOR. w N TERM-M, P D BY R D TERMITICIDES, INCLUDING SOIL APPLIED ALL INTE EX`ERIOR MOUNT-ED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE � � � ce PE'STICNDES, AND PESTICIDES TO WOOD, OR OTT !ANI ECBN METHODS WHERE SH T 'D UIRED BY THE LOCAL BUILDING CODRS.T�H.V.A.C. � vi o OF Tliii'T'f NSRLU D N USE A TII ATMENT TO NEW COWR N (SNIP CONTRACTOR S SMQf' OF ALL OF T14E ABOVE I VAL. Q3 � Z SECTION 242 . UNK I OF THE ADPL I OF TWE T"ERN�IIT ' p PROTK7A0E A OF CO BE I D Thi�I ELECTRICAL NOTES -<: DEPA BY I ROL C TWAT CONTA THE FOLLOWING STATEMENT: THE DWGS.ARE DIAGRAM IND TE THE GN~NE�AN ARRANGEMENT OF THE ELECTRICAL WORK. � j LU C1 "THE LILT EG HA1S AN TAif PSE OA!OF EAN ANY DISCRE10)4CIES ON THE EIB SHALL BE CA1t;N-ED TO THE ARC1 IIIECra ATMMN PRIOR © TER S.TNiEEA WITH A+ AWS ESI N.I D BNf THE FLORIDA tTj TO THE CQ OF P&NI OT SCALE L D • aau M Z DEPA TMEW OF COMMER ." ALL WORJ(SHALL BE,DONE IN ACCOR _ WITH THE TEST EDFTION=OF TWEN A . O NOTE': F.LECRRI .. C . CODE ALL CONES, REGU & S HA m Y 1) METHOD OF " T Bf APPROV �df THE GOVERNING JURISDICT N "LIQUID BORATE GGROUND-FAULT CIRCUIT PROTECTION; ALL 12(61 ANGLE PHASE, 15&20 AMP OUTLETS WALLED N ApS�L OR�A-GME f+IL�THNOD6 hN�iT QM�lED AT P�+NIT ST'A HAND DUCT mi 0ANIMAL 1f'A ON NNE WIl3H DEN TM T. TD®ONr$, IN BA MS, $�GARAGES SHALLf�I CI#�CUIT N�NNN6s(TAE REC LES. SMOKE ANTED EARN I MONOXIDE DETECT, RS SHALL WIRED(110 VOLT TYPE TO 0 2) P RE TWA► R TW HAS CUT OR DRILLED TW EXPOSES UNTREATED NO LE TCN C-N OR MATH LIGIifING- ANDS 0 T TY ED TO w S TO BE TO - �ATIOAN. cn � a TINE LOADSIDE OFA GROUND Aw UIT INTELU RR SMOKE E w zV17ION TO ALL FRAME M049M WITHIN! 24"AwF.F. DETECTORS SHALL . PROVI D W/ViS .E"POWDER ON INDICATOR"AND A IEST BUTTON WITHw 0 BATTERY I UP' MULTIPLE D#FETORS MUST BE INTERCONNECTED. ` FALL ELECTRICAL ROM [1 E C SWITCHES SHALL BE 4 A.F.F. UNLESS OTHERWISE NO TW AND A MIN. OF 6" w p ' ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. ILU w ALL HABITAALE,ARF MUST BE CIRCUITED WITM AN AK-FAULT INTERRUPTER PER NEC 210.12 CONTRACTOR SHALE.VERIFY WITH THE LOCAL POOK CQ4N ilY,TK LO&ATION OF SERVICE AND SMALL LOOM MEW AND PANEL AS REWIRED. ; Z C) U_ VERIFY ALL CONDUCTORS ANDW/EQUIPMENT MANUFACTURER SPECIFICATIONS. Z ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. cx. p IN EVERY KITCHENI. FAMILY ROOM DINI ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN SUNROOM, o ,� BEDROOM, l EC AT-M ROOM I fiR . , GARAGE, OWMENT, LAUNDRY AND OUTT AREA ALL F» Q 125-VOLT, 15-HIED 20-AM M aPT'A ES SHALL BE LISTTED TAMPER RESISTANT CLEfS. Q TWERE ARE No EXCEPTIONS. r .i cUwa �--- O W W � ~ CD U) O w � ,ca oZ (D I in TO _ IUj Uj ca Uj — tW LL; o OFFICE COPY � Qo pERIAL NUMBER1014.1 ... .. TO THE BEST OF W WWLEDGU THE OWN DEPICTED OKIM DRAW MMM WD1H DHE AFM.ICABIE KML M INJUN<, CODE IN 5WTAS OF DATE OF O&T�('i is Baw, Q4 May 31,2017 U 0 M F q/� I rA A Go 89'-0TH R 9673 76 -Oil 71-011 4 1-011 I o z 25'-8" 8'-0" 1'-0" I 5'-3" 1'-6" 3H ¢ o100 z € „ I Ovan G. Drummond, ALS '-' AR 96399 Ly a 0 25 -0 PROVIDE I Manuel Gonzalez, AIA TO TMKLM, X14. 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Drummond, AIA Gonzalez, AIA o DOWELS 5" MIN. E w/ 25" EXT. AR 96399 ABOVE SLAB. (b'-0" O-C. MAX UNO) ManuelAR 9630 cc 8"'x12" 45=DEGREE CANCRETE BLOCK sang-Yub Lee, PE o � FILLED CELL w/ (1)*5*RTICAI. DOWEL 72328 W 12"x12" CONCRETE BLOCK FILLED CELL W c� I LU w/ (2)#5 VERTICAL DOWELS � o W 8"x12" CONCRETE FILLER CELL w/ -j C:) 00 (2)#5 VERTICAL DOWELS © � amu a 8co "x8"x8 45 DEGREE CCRETE BLOCK �""" Z W N ,, 3 FILLED CELL w/ (2)*5 VERTICAL DOWELS �„ J , z INDICATES DOOR OPENING W ` � i �` u, o0 �- o Q � Q M 0 _ U- to Q� 4 _ = Z CL < t�L �--c vUj (� ca 0 v i o Q E E Qa � vi af � =Q c °- _., U r, jE < < ° z CA . 500 N o- i QJ .. Q V O - W Co < C� (�'j Z IJJ W > ' -cc X- I LU LLJI C LL y, tn LU U-Q 4 < oOt LU " LUlog X LU W d V Cao 11l! LU Uj coco N W SC in Q ,./ U- J Z 11 Q= o W cin (n FRONT WALL OF GAWsE �-*- oZ o zILD CD PROVIDE 11/2" D x ir W g ? c RECESSAT G t W.W.M. PLACED IN UPPER -. co 1/3 OF SLAB OR RH PROVIDE 41/2" x f W RECESS a "" c - `f' SLAB RECESS z. IN SL REINF. 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Drummond, AIA o ENCLOSUM TO f1k I ( ( I I I I I FLAT SOFFIT, Manuel Gonzalez, AIA DUAL SW I I I I I I I I SSE BRICK NEER, AR 96730 © � WITH DUAL SMOWE T EVDETAILS Typ.ATIONS Sang-Yub dee, PE LL_ , � HB AT 1 " t6 .F. FOR `"' 72328 rlrtOW p ........... ± ....................................... .................................................................................................................... ........ .......... ... ::. . .. . . ......... ..... :::. _ _ J W �sC m _ BATH 2 a► :::. _ - - - I � oLESS— -4" '.� I BED QOM O 10-0 CLG. 5 a u7 p G / 10'-0" CLQ. `r 6' ¢ ;-' o0 MASTER I _ it �' I I Q o% W - BEDROOM N BEDR001 3 — _ I i ? vq � I co W.I.C. - I TEMPERED GLASS 1 i_Qn CL i. H _N I I Uj=j LU a •L N : M A 7 10'-0" CLG. rn co 10' 0 CL 1 ` ER +ICL>flSURE _! . 0 I I �'- ° �'u rn = = •• _ .� ( ^F _ rj-4 r w R &SH = - Kt w i J u, H n I yO ( TUB DEC 6 - - - co .. 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A C CZ: z COLUMN SE I I A7.1$ I I p W ELEVATIONS FLAT SOFFIT o C o FOR DETAILS 1'-6" 9'-6" 4'-10" 5'-9" 28'-3" T-6 2 15'_0° Uj o 111-01178-0 11 cMn 0 89'-0" CA_ cn d ob c� � WOa Uj U_ I r" T L R PLAN a U SCM-E: 1/4„ �- CLASSIC 1 W U) o OFFICE COR' 30 � z W Q p © w a ADDITIW,. NOTES SCHEDULES, � [TAILS �`�' LU Cc NOTES, i w L CAN BE FOUND ON THE A3.N SHEET. 4 U_ 4Q1c. C) SERIAL. NUMBER 1014.0 .. -. ,. TOMEBWOF �- ELEVATION MOTS ,�� May 31,2017 O v PROVIDE HIGH DENSITY FOAM WITH TOUISH COAT FROM 1. FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR Ju DECORATIVE ELEMENTS. TYPICAL UNLESS IIOTEDF_ t - OTHERWISE .`� � I Gon) FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2' ITO EACH ELEVATION _ Q "CORAL-LIGHT" OR EQUAL PRE-FINISHND FOAM APPLICATIONS SHALL BE INSTALLED AS PER 967'3 gP� 3' MANUFACTURER SPECS. U.N.O. ROOFING PER PRE-CAST STONE APPLICATIONS, SHALL WSTONE COQ . o 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND z INSTALLED AS PER MANUFACTURER SPEC.-. F NP, `z TRIM WORK FINISHES SHALL WRAP ALL OPENINGS .................._......._..._......__.._.........._ � Ouan G. Drummond, ALAS o ' 5. EXTENDING AT LEAST INTO THE UNDERSI OF THE 9 Lu p OPENING ..::::..:...:..:. ::..:.�____-___ _________ __ :_ ....._.. Manuel Gonzalez, AIA 5.z. AR 96399 o METAL WORK IN INTERIOR AND EXTERIORAAILINGS —__-_ AR 96730 6. AND APPLICATIONS TO BE FAUX WROUGHT'IRON Sang-Yub Lee, PE 72328 o ALUMINUM 8 � ........_... ... ...................._. .... . ._..-- - uj A THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, _ Lu 7. ANY MISDESCRIPTION SHALL BE CLARIF BY Tib �� _ W ........ .... .. ......_._... ... . ....... __...... _... ..... 0o c°+ ARCHITECT/DESIGNER THE BUILDER SHALL BE RESPONSIBLE TO ! T A MEETING '� .. . . .. ............. a LOR � WITH THE SUB-CONTRACTOR/ MANUFAC' JRER ASID . ._... .. ....._.... . _ �--- Z ¢ .m tn o TOA OF A► -- - -- _ TW OF PLATE Qul 8. THE ARCHITECT/DESIGNER IN WHICH ALL -- - '' rac c ARCHITECTURAL APPLICATIONS WILL BE COORDINATED — w cc �;� > ,o a F-- `� ° o AND APPROVED PRIOR TO INSTALLATION _ . � ra U. 9. ELECTRICAL CONTRACTOR TO C00RDINA MOUNTING .... .. —' � _ ...._.. I I l - L _ � z a o .� co HEIGHT OF COACH LIGHTS WITH TOLL BR �, HERS P.M. rpj - ¢ 4 0 Q _ ..� NSG. wo o ,5 -- I L1...... I o Lu I cm, m V t!i o c .... Q o _ O ..� a, -' E L N- ce _. ' I fi_- I sem' _' Q V n. a�-j TAX�__ ._ _ .j I ¢ ca a FI OOA - - - - - - - _ , - __ .... _ ......_ I::: I FIN. FL. 0 N °. 2 BRICK VENEER, TYP. i I vW 1 6 1 I ui - � � p. �5.2.E � . .1 � , � � t­v CD TY O © ; tuj ,.� ' ' uj � T ELEVATION 03 C �- S 1/�4' = 1'-0" CLASSIC Jp � F �- Q O tiJ LU LLJ u I a ' ` o a Q 99 CL Lij ! 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Drummond, AIA, Uj p «-��' VENEIRc Manuel Gonzalez, AIA �, ► o ROOF PER AR 96730 ' FIN. FLR. 11 CONTUCT 11-611H. Sang-Yub Lee, RE _ _ - - 4" 1'-2" 72328 o 2"x4" 011TRIGR w to „_.. 2114p0 O Q �w,- Q .G Ani! Olt o u SQUARE ,N , a � a 1 1 -6 VENTED SOFFIT TRUSS LAYOUT = � z 11-611 , FLASHING a ; (rr-- Uj — C] 4 1X20 Ry MGM* i _ V < 01 N, c 111 21.611 111 __ FIN.FLR. 1X6 TRIM d- Q SIDING PER i �"' _ U. 0 cn �° ul 0 1 x s TRIS! ELEVATION 11-411 11 U_ 011 0 Z i- ac 1 11 OVER( a. ¢ o 0 1 -6 OUTERMOST 1 x BLOWNG j :> WALL PER �„} -, � 'o 0 0 SHAFT DIAM. JX Q 0 i c � m CauLx� a aNOW m '- cz Q ¢ 3 , -- �' 0 « » J = ¢ o , J J0. � � o (� 1LQLUMN DETAIL L 3N L =i (���C&jQ Q 5.2.18 5. .1 _ 5.2.18 - 5.2.18 �- R O INSULATION AS SHEATHING REQ(tD WAT -RESISTIVE I CD now R rsl .¢ • 11_311 11-3° STUD (2 RS REQUIRED) I Z: 21-811 �= O As JOINTLU FLASHINGj �/ _ Uj _ NAIL SER �. 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Drummond, AIS, o � --KE-ENGINEERED TRUSSES DIA►@JT BARRIER AR 96399 En NED BY TRUSS Manuel AR 967 Gonzalez,LU AIA M"UFACTUKR Sang-Yub Lee, PE 72328 W �� }f•� z. �.x �.X-...x,<"Y,..Y z r-;- Y.�t a ;t,.X... jY .x.., X„ t�X a Sim SHEET A N f0R w ISTIotJ COFFER CLG. BEYOND ` } �,. J.-,{f>•„ >, „mac x; xz r -> ,, } XY„i,rY' ,Xcxvr XxY XxY,'�x. }— {�A.:. r' Qj W p I- 4J Z © Z LL LJ Q U ¢ (t1 N c Q - - - `'0 wcr- o IF- w.j \\N1, Q CO W 0N0 i W r J V i T • -.- W U 0 W V1 � � co CO Vp R ``Zr 000, E LU BURET _ �, GREAT RTTCI ip ..1 J, - - - - -..fl.•.i. ... .. .. .. :-a .. .. ... ...,. ....:.. ....... i 1 v ,... .. z. Q1 #...., .,,.. i. .. .... .. ( .,. :{ ..:...... ... ..,.....:� ::' .... .. ....... :... .t..to .. t ,.°. .. ::...._....... w. _.;, µ _ N UJ T Q ' ,���r Q. APPLIANCES r� t is f i C NETRY & 13 7�rrUL:�� .l a ARE FOR REFERW4 OWY O Wt WV 0 � I Q DQ ECTION � � i i K�A DI G S, :>U.1 Zm �•. 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ELECTRICAL LEG �� May 31,2017 O SINGLE RECEPTACLE 0 Z DUPLEX RECEPTACLE ® 240V RECEPTACLE SWITCHED RECEPTACLE LE t DUPLEX RECEPTACLE (220 V `C -T) f Q SINGLE FLOOR RECEPTACLE Y` t ; " DUPLEX FLOOR RECEPTACLE T GAS 1AI MIK y SWITCHED FLOOR RECEPTAC E ._..WP GFI lel t o ... _ {r.. - --- - z _-: �_ n �c UADRAPLEX FLOOR RECEPTACLE _.._._ _...�. _ __.. �_�__ �___ __..._ ---__.___-- __-_.__ _ ____ __��_. —___-� _ _ _ ,� � Ora G Drummond, AIA GH cn Q �- AR 96399 O GF1 GROUND FAULT INTERRUPTED ` - - - - - _- ' 1 `\ � /' ez, AIA W. . - U, - \ Oar. A I : Manuel Gonzalez, AR 96 0 cn _-.-� � / � _... ...; i; � Sang-Yub Lee, PE W P WEATHERPROOF GROUND t: SA' ; >/ I. -� = 72328 -� EP ELECTRIC PANEL MASTER I I -___ �. � �1 _- 013 , Ljj • • E ., Q0 w V P VAPOR PROOF ....._ I \ _ _... - GFI w v+ 1-4 OD o ,,, , ® RECESS INCAND. (EYEBALL) FIXTUREI \ ry c LU 00 OLn i O r jrj 00 SINGLE FLOOD - WALL MOU D I I \, J PT. g n / i .- z ...... 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LU LU p F====� COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) .i } _..._..__—_ .... ......._. b INTERCOM � 0 FOR REFERENCE O Y I UjEn o o LU z 0 ON � L1�! z LU X o U_ � Q TIFLOOR 1� "" I . LAYOUT i Uj � „ 1, CLASSIC I Uj z a w --� Z Q _= _ � = : c � u CA ' LU CO OFFICE COPYLU Uj w tZ lAj v w .� J SERIAL. NUMBER 1014.0 M THEBill DFW ,TIED DMWM CDI W WM THE APPLICABLE IBIq M BLA1D)N6 a• ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT. (CONTRACTOR TO mmmuwAsDPDATEoFawam*m. 7/16" SHEATHING PWME PRODUCT APPROVAL FOR ROOFING (CONTRACTORUCT APPROVAL SO "11M) SEE PLAN ALL ROOFING U14DERLAYMENT TO BE OF FLO SEE PLAN - G � BITUMEN ROOFING UNDEA70 BE SELF-ADHERING POL BITUMEN TO YWiTH ASTM D 1970 CE! r r r �— SHEET TO COALY WffN 1#70 rr P 24" O.C. } r �tE- E�REI3 WD TRUSS, r 2 X 6 W/ 2" DIA. .- 1 ROUND VENT @ rrr- INSULATION BLOCK , R 967 `. 24" O.C. r 20 SWASCIA r METAL DRIP , METAL DRIP �\ M , CARIBBEAN CLASSIC C ?ASTAL EDGE EDGE ill 1X4 FASCIA INSULATION D46 FASCIA CEILING INSULATION Ovan G. Drummond, AIA (SEE GY CALCS.) (SEE ENERGY CALCS.) 2X6 RAFTER TAN. 11 o 11 11 VENTED SOFFIT W/3 1/211 RIGID GYP. BD. AR 96399 u., UF7ER T LEGEND ( 24 O.C. 1/2 RI BD. D 1. VE TS @ 4�" Manuel Gonzalez, AIA cn c� 11 DBL. 2X R�. . 0. C., Ti DBL. 2x SYP. WD. °C C AR 96730 MENTITIOUS 1'-4„ TO# TOP PLATE Sang-Y b Lee, ISE -' SOFFI2x SYP. #2 WD. STUDS 72328 o T 2x SYP. � WD. STUDS o @ 16" Chi., 7VP. FINISH R ELEVATION W o TERIAL @ 16 O.C., TY-P. L,,, FINISH WALL I LATION REFER TO WALL INSULATION w MATERIAL PER ELEV. Nu ELEVATION (SEE E Y`CAtLCS.) VE FOR G ( ENERGY CALLS.) _j c OD A LU 2x SYP. #2 WD. HEADER 2x SYP. #2 WD. HEADER o += -SEE SC LE -SEE SCHEDULE z w in ' / c SCHEDULED WINDOWSCHEDULED WINDOW �''� _j � w °' r Q SEE FLOOR PLAN W o ( N0 ACT (;-Z-WINDOW ) a Lna ATTACHMENT �-- J �] u u W/ R CA COMPLIANT W/ FBC-R — ¢ w VA _ F2x SVP. #2 WD. STAPS @ 2x1 SYP. #2 WD. STUDS;@ _ � z o o 1V G.C., Till 16 O.C., TYP. a� -v WALL INSULATION WALL INSULATION Uj ¢ iC L?CCALCS)( E A 'c6 0illf oEXTERIOR STRUCTURAL EXTERIORS STRUCTURAL _ L" o c� SNEATHING AS U CONNECT WALL PES TI�IIARG AS REQUIRED CONNECT WALL PER J °- jF 4 BY FRAMING DE"fS MIG D€TAIILS !( G DETAILS FRAMING DETAILS J r tojF N„ ev o 2x SILL PLATE FINISHED BASS DIRT 2x SILL PLATE FINISHED BASE MOULDING 0 � N C low A 3/4" GYPCRi ETE (OPTIONAL) 3/411 GYPCRETE (OPTIONAL) L) WATER RESISTANT" Bf-3/4" THK. 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PIR TRUSS ENGII ER AT GARAGE AT GARAGE SEE m "� ROUND VENT @ -'r RAGY CALCS) INSULATI kBLOCK— - ENERGY PRE-ENGINEERED WOOD F X4 SUBFASCIA PRE-ENGINEEREDWOOD FLOORw 0) CALCS) o c LU 24" O.C. - TRUSSES (VERIFY W/ " RIGA? GYP. 2 TRUSSES (VERIFY W/TRUSS 11 1/2 1/2 RIGID GYP. BOARD METAL DRIP ENGINEER FOR TRUSS LA METAL DRIP FOR T 1SS LAYOUT � ` � U c� cmc EDGE EDGE '` ' '` '` '` �' b 'Q ' " 1/2" GYPSUM LU I WALLBOARD ON STUDS W � 1X4 FASCIA - CEILING. INSULATION 1 ►L1BO DON STUDS 1X6 FASCIA CEILI G INSULATION D. TO: T I \ CC:, o (SEE ENERGY CALLS.) DBL. 2x SYP. WD. TOP P4LATB W WALL INSULATION (SEE (Y CALLS.) DBL. 2x SYP. W P PLATE W . Q Uj 2X6 RAFTER TAILLU / WALL INSULATION --L 11 VENTED SOFFIT W/3" (SEE ENERGY CALLS) (SEE ENERGY CALCS) a @ 24" O.C. 1/2 RIGID GYP. BD. SCHEDULED WINDOW 11 1/2" RIGID GYP. BD. SCHEDULED WINDOW ` 0 4 DBL. 2x SYP. WD. ( DIAM. �'('S @ 48 vi 3/g11 N IAF OUT MAENT 0. C., ' P. Ems,.. 2x SYP. WD. Fd t T TENT TOP PLATET RLAI CEMENTITIOUS 1-4 C0 4PLIANT IRIlIT t SBC-R HEADER , SEE FRA COMPLiWUWF _R HEADER , SEE FRAMING SOFFIT OVERHANG 2x SYP. #2 WD. STUDS PLAN FOR SIZE DEPTH 2x SYP. *2 WD. STUDS PLAN FOR SIZE AND H m @ 16" O.C. TYP. FINISH MATERIAL o PSR ELEVATION 16"O.C., . U3 Q 0 v FINISH WALL INSULATION z MATERIAL PER REFER TO WALL INSULATION , 1 (SEE ENERGY CALCS.) ELEV. FOR Y CALCS. r c W N o cn. � ELEVATION :F:RHANG ) ,,, c7 J 2x SYP. #2 WD. HEADER 2x Sly. #2 �?. HEADER � � o '^ -SEE SCHEDULE -SEE SSC UL.E ca Z � Spi LU a = SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WIIW SCHEDULED WINDOW cm � ! 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Drummond, AI& O '' ' 5 #FOLLOW COM P T DOOR 2'-8" X 8'-0" AR 96399 AR 96730 ua , �� �� Manuel Gonzalez, AIA 6 i�llOW C 2-4 X 8 -0 °) 7 FOLLOW C 2'-6" X 8'-0" Sang-Yub Lei, PE W $ OLLOW CO . 2'-8" X 8'-0" 72328 C) 9 *OL.LOW W W u, CO d DQOR 5'-0" X 8'-0" � o u.� o a�. LU 10 S SHOD 2'-Q.. X 6._8.. TE RED � a z 11 MOLLOW COW (2) 21.611 X 81.011 ¢ _ Go Q Z Uj 12 FOLLOW C 2 2'-0" X 8'-0" "� `^ o { -r w qN ro J W Cy w L N 4 11 1 IRWINE 0 (�;�,WINDOWW w J"%w s UU U. U LFIIIWT vvw %.,rlc;w CLA Q oL � i C� = Z Q LU Ln ca Q C R.O. SIZE REMARKS -j `z ° © o LLI Q L ' " A SINGLE HUNG 3052 36 1/2" X 62 1/2" ESAESS / VINYL/ LOW E12 00 ce UU ;5fJ v Q R FIXED GLASS 1616 18 1/2" X 18 1/2" V (L/ LOW E/ABOVE GARAGE DOORS � CL u N =>7C SINGLE HUNG, 36 1/2" X 48 1/2" VINYL/ LOW f MJ ¢ � o D FIXED GLASS X20 24 1/2" X 24 1/2" VWYL/ LOW E/TEMPERED E FIXED GLASS X16 32 1/2" X 18 1/2" V L/ LOW E two F FIXED GLASS 452 48 1/2" X 62 1/2" V L/ LOW E o U4 G NOT USED UjH SINGLE HUNG*2060 241/2" X 72 1/2" VINYL/ LOAN E " EHU , 0 0 36 1/2 112�- jX 72V . <L/ LOW EI NGL , Q UjLU CC ' Uj INSULATION SCHEDULE Uj Uj W L T TYPE R-VALUE U.N.O. FE CERM 0 RWAREA FIBERGLASS 38 , c� EXTERM WO. FRAME WALLS FIBEWAASS 19 LU LUi WALLS TO LAVING'AREA FI LAS 11 -� � � LL. U �..., LU O LLJ I G~L o I V Uj { -j LU QGtU C� U5 (f) o u UJ II= U- n ' � Fo A > o ,.. ca S 4 c � LU , eu CA © � ! Uj LU M 0 cA � U ' 0 - d ui ui I o <c ui ui H � U oU- LU 0 in z © ui t = jE RIlui pQ o w at U aQ U CL _ W ED 0 LJ I ui Quer Q � i ,U, W � °° 1Q" u.� OFFICE COPY o L - o _ .� SERIAL NSB _ 10 .0 WAMG NMFUES WITH THE MUME1�IW XWW NDE M aWA$OF DATE OF CE=l'A710M OAIM:` May 31,2017 a , O FL o ' 0 rn) , °'- ---------------------------------------------- t? I I I s I I I & a 0 ' R 96730: A'E D Ari o "ROOFING PER 5.2.1 CIIIINTRACT, TYP. 1'YP. Ovan G. Drummond, AIA AR 96399 ZI Manuel Gonzalez, AIA o LU r--------i I Ck: � I cn o _ _ _. --------------I I I AR 96730 Sang-Yub Lee, PE -'� i i i i 72328 I I I I � ui - - � o F;%_ TOP OF PLATE TOP OF PLATE I I o rn 4 i i i p H o -- •- 5.2.1 `\ I i d � in N >1 urs _ � Y ' i ®o I I I I V* In ui a �z I I i i I Z � � � 4) .� J � .� Q O Q \ LU Ln I I i DC7 L c00m � ....._.. .. I I I Q J L 1 h Ln E ce. FINISH FLOOR `\ _- - -- - - i i = in o r4 ------------------------------� ...� CL J v J Q jE � fl. o0 6 1 0 2 ." 5.2.1 TYP f-% TYP. ROOF vlwlN ! %j#%4'wwLAT10N CD a LU I\ f' "'� LT. Rr'f'* F SLORE PLAN AT I L A (TOTAL UNDER ROOF) 3,914 s o C3 SCALLjj E: 1/4 = 1'-0" C SIC SALE: ./$` = 1'-0° QJ* C IV BY CODE REQ�IIIREt4E T 300 I I ; _ Uj NET F'�'tE VEWI LATNG LU z " AREA Q 13. 7 3 - AD I E A" , LU � 4 Uj 1 - PRS-C I ED TI SSES TO BE R WITH 7"' Ham. 7 .,FBCR 806.2 EXC. 2; RM.ITS ROOF VENTILAT 114E AREA T49 � � 2 - ASI.HSS TO$E �#Al 1FACTII ED WITH A 1 1/2" OFFEST AT S GL�I.ATED AT 1/300 �J THAT 40-5U90 OF THE Uj o� RED VEWTILATIO N 6-PROMO D 1W RAF VEf*TILA tS • mLU o J :,. ,_ 3 - ALL GABLE ND TRUES TO ACTURED WITH A14 hOCA' -' WITHIN 3'-0" OF 1�iE OR NIGH POINT(UAILESS 0 0 AND THE BALANCE OF –' 1/2" DIP CO .ICTS EXISTS)MEA► D 1ICALLY, 0 THE INQUIRED VENTILAT I BY EAVE OR CORNICE VENTS. 1-- b b ' � �`— C _ i.r*,1 x LU Q ' Q- I LU Z � N ROOFING PER 4 L. .J L� , TYP. o , ui ui F c z ; >_ µ� IL;1/ icu LLJ I � Uj '� 9-1 0 uJ a �,,� TOP OF PLATE - - - - - - - - LLI Ll — En UJI cac . z � on . I I o ui U_ I I _ Ej _ o Lf z .... .4c ce a FN. FL. _ I I FN. FL. > - - - 0 LU 4 , �,- W C��LYy.)� z z1 b o 2 6 2 $ ------------- -------� 4.. COR. �• � � t2 C TRIM W u., LU 1 .2.1 Tl TYP".2.1 ,x,2.1 .2.] LOS IRE zc�" 4 5.2.3x ' OFFICE COPY ;; ;w C2 0 th LU t "' " ELE VATION _ Uj 114* 1 CLOW RIDE .M - wccT TQI , ASPHALI ;3MNGLE R00"'FIN' T VERIFY , =TSLn 2r- SERIAL NUMBER 1014.0 TO 71*9W OFlIYpI (EDGE,7HEO If D&XmON' DRffiM COMPI.ff VM RIE AMJC41 tE11B101IH151Zt1�►6: MIN U TASOFDATEOFaRivi QtOM:gEw. E� V TIE-IN WITH WEATHER RESISTIVE BARRR: EXTERIOR SHEATHINGmgi 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE RL- BARRIER } a BARRIER WITH FLASHING TO FORM WA SHEDDING LAPS FOLD UP T HEAD FLASHING TIE-III MECHANICALLY FASTEN AS WEATHER — FOLD UP WEATHER ���� KESI nVE WAIM INVR=10NS: NECESSARY IN CORNERS RESISTIVE RESISTI ' 2. SCORE & FOLD WEATHER RESISTIVE SORRIER ABOVE TEMPORAR&Y OMM THROUGH FLASHING TEM LIf t Q HEADER TO ALLOW FOR FLASHING INSTMj ATION 1. CUT, FOLD UP&TEMPORARILY R 9673 SECURE WEATHER' 4. INSTALL HEAD FLASHING UNDER WEAHER RESISTIVE WEATHER '. r�A R AB EXT � ° ' z , . BARRIER ALLOW FOR F � BARIISWSWATION E SFS , , ' '"'' 0 5. FOLD WEATHER RESISTIVE BARRIER BORCK OVER HEAD TI+ R TAiE 6 SILL PAN 0 FLASHING AND SEAL WITH WEATHER REMSTIVE BARRIER TAPE E 2. INSTALL D FLASHING R RKISTFAE MOM 4n , MOMOvan G._Drummond, AIA w (ASSEMBLED AR 96399 .1 1. LD WE�AT RESIS E -o WINDOW ) Manuel Gonzalez,.AIA SILL PAN AR 96730 r v � ER BACK ® 2 t.. p z NG - : TAPE Sang-Yub lee, PE o u.i J ;. ZZZ( Q `_ w, .:.... t FLA o 72328 SWING o � DO NOT FLASH W ` J W Q OVER BOTTOMI � f LLJ o G Aw rn , Ur. s a � 2 06. I ?TES: o W f:: f U � DING 70 BE FLEXIBLE SELF- � VE TYPE ¢ � � cV �• . z . 4`: r ( . 6" WIC). . TO 771-07 Gc � > 00 a 4,; 0 o FLASHING 4 f. _f YE WEATHOR ISTI E BARRIER FROM TOP OF — ¢ � L J '�- ci H SILL KIATT, = to U. uu Q _= Z t a 4 � W o NOfiES: I INSTALL FL -II*G IM AS SHOWN BY NUMBERS. r , V �' ¢ o Q o oc w 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" Gyp � � � CO Unna f CONFORMING TO 711-07 4, INSTALL FLASHING WEATHER RESISTIVE WINDOWS TO BE INSTALLED � � � �j � �° LU i R TO F SHEDDING LAPS. PER HAMA 1107 E d- � «-y 2. INSTALL FLASHING IN ORDER AS SHOWN BY NWBEBS = ¢ c )gc ,■„� a _, V n _ 3. MECHANICALLY FASTEN AS NECESSARY J `D < to WINDOW NQQ �P" A Q UJ - LAS I ETA LTYPICAL SLIDI G GLASS DOO FLASHING DETAIL EI o °- F- W. D3 N.T.S. ) D3 N.T.S. (EXT-2) OPTION -A o 6.. FLASHING d CONT. DRIP EDGELU CANT STRAP ACROSS DOOsRUis HEAD c, TO ,RT RAN WALL PER PLANUj Uj WALL POt PLAN „ SILL PLATE LU m SEE NOTE #2 RAIN DR J � J EXTERIOR L" REGLfET IP Uj U_ WALL SHEATHING EXTERIORUj 2t: C) C> Ul WITH WEATHER WINDOW d RESISTIVE BARRIER Q ui NOTES: NOTE: LU Lu 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) ui;EoLi CONFORMING TO AAMA 711-07 THIS DEWL QNLYSATA XTERI 2. INSTALL SILL FLASHING AS SHOWN ABOVE DOORS FIAT TE A m + STOIkY *ALL 3. WEATHER RESISTIVE BARKER TO FORM WATER SHEDDING LAPS Now w -cc Sv z ui in E)(TEDTO WATERPROOFINGAT EXTEK" KAM% DOOR R WINDOW W { W N tJJ � (� � J " `c °�° EXT-5 EXTERIOR OI G O BEAI (EXT--6 � ADIUP � EXT-7 DRIP � .TAI� � ui o z � D3 o D3 N.T.S. (EXT-5) N.T.S. I.T.S. ( '7) cc LU cn LU LU Imo : o I cc LU oho cem � � w ® s„ o ch o � = LU U_ CA f. zoUj z,=ui �. gi .o z cn C) 44Z � QUa 00 zea LU r zW ` OLw <cW 0 cn z tn � 0 Q g L ii co © � OFFICE COPY Uj LU . ( U') tea - SERIAL NUMBER 1014.1 lyf� . . . 301 AUDGE'�' N'. s_. oa�wMWIMwV*nE MUCABLE MM m11011 MOINSgWASOFDATE OF CM70MM8RAIY. E. L; v SET MW A 3" FROM SET MIRR 3" BD ON IN CK SPLASH OR=V -5° INSIDE DRYER VENT (TYPE.) OF, FLO GAS PIPE (TYPICAL) r L FOR GAS DRYER Y n CL g ck 1'-2" 6. a fi caC ao IRR ANT (TYPICAL) `� R 973 .' D COUNTERTOPS ; o A% 36" H1, GH X RK (TYPICAL) ui IR}R W DRYOR ONLY ED z U_ OUTLET BOX _ _ _ _ 1/4 MIRROR DRYER VENT BOX- C) _ ATTACH PER MFR. p CATER SIDEWAYS u, I. BACKSPIASH INSTRUCTIONS Ovan G. Drummond, AIA 0� 1/2" RECESS DRYER VENT BOX- AR 96399 o ' FOR MIRROR ATTACH PER MFR. Manuel Gonzalez, AIA LU 116MUCTIONS AR 96730 cn ' .' 0 2X4 HALF WALL El El 2" MIRROR TSI A.T. SQL PLATE , P.T. SILL PLATE sang-Yub Lee, PE © �;, (IF SLAB ON GRADE) T, (IF SLAB ON GRADE) 72328 o F- CABINET 25� <c VANITY . INSTALLATION T CTIOKS: PEDESTAL o 0 �, WITH PEDES © 1. M T -GLUED TO WALL STET WITH REMOVABLE CUPS TO HOLD SECURELY IN PLACE. � 0 �- � u? p © < !_' ace . z © 2. AT BA OOMS WITH MIRR ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOT€: Q � � d" a C TRIM WILL K INSTALLED AT INSIDE CORNERS.) , � v� Zz 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP c Q NOTE: BRACKETS REQUIRED IF SMD OR REAR VENT LOCATIOA w c c > 00 o a 3. U TAkLATION OF REMOVE REMOVABLE CLIPS VERIFY MIRROR IS GLUED ° �� N ' E -� COUNTERTOP CANTILEVERS MORE THAN 10 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM I-" v BEF ALL CLIPS) ALL WOOD TRIM AT PERIMETE W0 ?` S BE w 1 �" +/_ ?P OF 6{J�CK S IAISAQE ! A►LL CORNERS. UENATHS PER MANUFACTURER'S SPECIFICATIONS. '— ¢ � � � �'" 2 = CL a o CD 0 L - NT BO F DtR E R CSN LY W Q KITC H N HALF /ALL DETAIL HJT-2 ER � R UR 0 D "�I A INT 3 co rINT-1 w D8 SCALE: 1/2 = 1._0.. (I T-1) : 1p/2" = 1'-O" (INT-3) � ¢ E s- w cn = o N � TILE 49 STONE ON 1/2" COMPARE MANUFACTURER'S J °� � U v � .� -�1�- QU 4" . �L RK BACM � D D OF TUB &ARD � o rn a n, o o TOLL APPROVED TILE BACKER (REFER ON 1� P LOCATION TO CONTRACT S[ CIFICATIONS) ..WALL TII..E - SEE PLANS w R TO FLOOR PLAN, U_ LAL 2X BLOCK BETWEEN BY MODEL J 1 W OF TILE w oc v STUDS (3 WALLS) co <c _ 2X4 @ 16" O.C.Aic— LU , zUj ' CORNER SHELFU_j ' VINYL LINER (3 WALLS) EXTENDED 5" rL3 tui UP WALLS 1) CERAMIC CORNER Uj , , LU a cv FLQt TILE HIeLF AT 4$" A.F.F. 2X4 LEDGER cry o 100% SILICONE SEALANT BETWEEN CL: TILE BACKER AND WET BED IN x xN OP IN TUBI N Off 2 OWER DRAIN U_ 2X4 CRIPPLES FLOOR TILE 2-2X4 THRESHOLD "a L'-° J © o FLOODSTR L� 1-sA OP ! Uj U_ ui CA ~ TILE AT DOOR TUB AS REQ.N BY � 2X4 [ P.T. SUPPORT o T SHOLD WALL TI AN MANUFACTURER'S. op ce LU o ADJUSTABLE GAUGE A►T WETBED PLAN 6' -- cc SHOWER DRAINw a. LINER SET IN SEA dT @ FR-33 IN TU D ETAI L LU m 8 " FLANGE OVER RO lG FELT 2 SHOWER DRAM AD�8 SOU.' W4if = 1._0.1 w. (FR-31) o IiOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT Sly VAIRES BY MODEL A►S SHOAWR EUVIATION W BE USED IN LIEU OF CERAMIC THEN MARBLE/ WELL AS %G ACCESORIES. T MARBLE TILE OPTIONS ARE SEICTED. ARC# L PANS BY MODEL. Z p Wui C w N Q '��' INT-4 SHOW R C U B CC N FRAMED F LOO INT-5STANDARD S H`O E R SHELF LOCATION END POST TIED INTO FLOOR w � (INT-5) JOIST BELOW EXTEND TO(INT-4) 1/2 = 1 _0Q SCALE: FLOOR 3/4" BOTTOM OF F R JOISTS. tz a END POST TO PONETRATE ` ' CaLLJ R. [ ❑ LU Uj FACE NAIL END POST TO BLOCKING. p � � 2x ROCKING BETWEEN , FLOOR USS AGAINST z END PST. IMM .J . .1„ caC ' SUB FLOOR. LUEn LLJ iX� ui CIC /�' //� '�%�\\\ ��',\ \iv�T /�� /cif / /� �,yy,cn ' j\\ Ste. Z �i'+iY Fwd Q y ; ra > FSR TRUSS. UIJ0 Uj 01 a LU iE _ 4LU T3 (FR-34HALF BALL TIE-I LPTA L OFFICE COPS' � � LIngLU ;F- OCT.S,. (FR-34) '`„� Ln Z:H SEPIAS NUMBER 1014.1