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1865 ATLANTIC BEACH DR - ARCH DRAWINGS - TO THE HEST OF W HONMWMGE,THE O ORAWING COMKIES WrM THE APP(IGWNN"BU9J r. CODE IN UM AS OF DATE OF OMOTM B9QB(µ QQ. May 24,2017 V Ft,,,D ld'4Peeg opue nb jo/4!O 1E I V 1: R 3uaw3aedaG 6u1p!1n8 c A'NseG 3lwJad A8 panolddy on AdOo IR 301.qqo @ 6 'r ' :• D P, o z` Ovan G. Drummond, AIA R 96399 LU 0Manuel Gonzalez, AIA AR 96730 Yub ac REVIATION LIST GRAPHCS LEGEND SF TA T LIST O DRAWINGSang-72328 e, PE 0 LUPARTLAL SECTION INTERIOR W W a Alabrev. Description A lbrev. Description Abbrev. Description COASTAL ELEVATION > co p - I)ETAX# DETAIL# AREA CALCI LAT 1S S.F. C1 COVER S+iEET - Index of Drawings w 0 rn � u, # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD --- # --- DRAWING # GN1 GENERAL NOTES a Ln ,o o FIRST FLOOR 2230 �-- 06a z. & AND FRT. FRONT PWD. POWDER z = LU F UNDA ION PLAN <c U-$ o EQUAL FT. FEET PLW. PLYWOOD _ _ AIL# DETAIL# A1.82 SLAB LAYOUT c > � SECOND FLOOR 750 U > @ AT FTG. FOOTING _ ( Li ._ 0 o A/C AIR CONDITIONING f.O.M. FACE OF MASONRY R RISER ___ # \ _/ --- DRAWIPIG # A1.N FOUNDATION PLAN, NOTES, SCHEDULES, &DETAILS o _ `- N LL ti° TOTAL LIVING AREA 2 I-' � M � E ABV. ABOVE RA RETURN AIRU. --- ,��,, ¢� AD]. ADJUSTABLE GAL GALLON RAD. RADIUS ' HEIGHT CHARGE FLOOR PLAN = CL ¢a o 0 -ca A.F. ABOVE FLOOR G.A. GAUGE REF. EFRIGERATOR COVERED ENTRY 244 U A2.82 FIRST FLOOR PLAN � -0 0 0 z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING 1 R LINE SPANISH TILE A3.82 SEC01 FLOOR PLAN o a 00 GROUND FAULT COVERED LANAI 243 A3.N FLOOR PLAN NOTES, SCHEDULES, &DETAILS � < E -j E 0 op �-° cc , AHU AIR HANDLING UNIT GFI RM. ROOM LEVATION DARKER SHAKE SIDING Q INTERRUPTER GARAE(s) 477 v ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING EXT R 0 LE ► I N >- z LAB RECESS SIDING _ ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED A5.82 FRONT& SIDE ELEVATIONS -� 0 F- C� •-4 R &SH ROD & SHELF BEARING MALL BRICK TOT A5.1.82 REAR& SIDE ELEVATION, & ROOF SLOPE PLAN o rn a W B.B.Q. BARBECUE H HIGH R.W.C. N WATER CHANNEL A5.2.82 EXTEABOR ELEVATION DETAILS Q N WA 0 a BD. BOARD HB HOSE BIBB ] NTERIOR 'L STUCCO FISH B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/SQ. FT. SQUARE FEET BEARING) BUILDING SECnONS 4 w BOTT. BOTTOM FST. / HT. HEIGHT SGL SINGLE MMJ MASONRY WALL ,�„ �, EARTH A7.82 BUIL SECTIONS v BR. BRICK WORIZ. HORIZONTAL SHT. SHEET B BKFST. BREAKFAST SH. SHELF 3QU END WALL INSULATION DIFFUSER LAYOUT o R INSUL INSULATION SHWR. SHOWER M1.82 FIRST FLOOR DIFFUSER LAYOUT € cn D KNEWALL - DECORATIYE STDNE a CALC. CALCULATIONS INT. INTERIOR SL. SLIDER M2.82 SECOND FLOOR DIFUSSER LAYOUTLU I g ! W C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOMT ��, PRE-CAST LINTEL/ HEADER („"� ' Uj �o CL CENTER LINE S.P.F. SPRUCE P1NE FIR ELECTRICAL LAYOUT • LU Uj CLG CEILING KS KNEE SPACE $PRG. PT. . SPRING POINT Mw4 Unit =141AE1.82 FIRST fLOOR ELECTRICAL LAYOUT ' CMU CONCRETE MASONRY UNIT STD. TANDAIADr)E- C.O. CLEAN OUT L LONG STL. STEEL E2.82 S FLOOR ELECTRICAL LAYOUT m COL. COLUMN LAV LAVATORY STOR. STORAGE TW STORY: FIRST F - FSE S t., LE FAMILY RESIDENCE: GROUP R3 STANDARD N DETAILS oo J COMP. COMPRESSOR LDRY LAUNDRY D3 STAN D NOTES & DETAILS F_ - --- - . SEC. FRAME ; V t, br.00 LU E-- CONC. CONCRETE LIN LINEN T , TOP _ _ D7 STANWD(NOTES & DETAILS -. 0 0 CONT. CONTINUOUS LT LAUNDRY TUB : T&G" TONGUE & GROOVE CATEGORY: II D8 ST � D NOTES & DETAILS aM1�R T ASCE 7-10 H� C� � �n TEMP. TEMP � Z � I•- DEUGN W DB. DOOR BELL M.B. MASTER BATH THK. HICK � ON F I IDI 1 DESA USED ON: 4 HOUSE V C) uw � � C) DBL. DOUBLE -MAX MAXIMUM T.O. TOP OF T m, ON (2,014) ELEVATION ABBREVIATIONS IS � � cL � O Uj a MEDICINE CABINET T.O.H.B:. TOP OF BOND BEAM _ ABBIR. FULL NAME E . CODE DR. &SH. DOUBLE ROD & SHELF M.C. _ ELEV. ,,,,, � � J, 51HTION ( 1 RESIAENTIAL ULTIMATE D � SPEED - 130 H �, ! LUDECO. DECORATIVE `MFR. MANUFACTURER TR. TREAD - MAN. MANOR 03 �o DET. DETAIL MIL. MILLIMETER TRAM. TRAN :' 5TH EfIT ►il (�Q14NL SIAL DESIGN WIND SPEED = 101 I !H WIL. WILLIAMSBURG 07 ' DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL STOMM TIO! ( ING PRO. PROVINCIAL 08 R 0 ENERGY EhaOSEE) CHA. CHATEAU 09100 z N m u DIM. DIMENSION 'jMIRR. MIRRORSWMITM BUILDINGINTERNAL 1 DN DOWN I!LDG. MOLDING UC UNDER COUNTER �r.18/-. i VIE. VER, VERSAILLES 10 (�,) o J Z © ,U UNLESS 1TED �, 5�.1 COEf.: OLA. CLASSIC 18 '',"'' P.H. MILES PER HOUR U.N.O. C> DR. DOOR M. OTHERWISE TION (, F L GAS FOR WINDOWS/DOORS, SEE FLOOR MED. MEDITERRANEAN 19 ~ o � DS. DOWNSPOUT MT METAL THRESHOLD X nv. TRA. TRADITIONAL 20 m D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER . 51 EDITION ( 1 ACCESSIILITY FOR ACTUAL PRESSURES: cri c zRT VERTICAL _ COU. COUNTRY MANOR 21 , z DW DISHWASHER N.T.S.IVTSNOT TO SCALE �CTRIC 1 (N 7Q) RULES & REGIILATIQ S HER. F�RITAGE 22 u� 3: C DWG. DRAWING V.T.R. VENT THROUGH ROOF CMN. CIMMARON 28 O.A. OVERALL i17AAA. 141x)14 7-10: MINI M DESIGN LOAD$ I-MSN. FISSION 30LU U) u oz E EGRESS O.C. ON CENTER w WIDE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT I SIGNED CFT. CRAFTSMAN 31 LU I E.E. EACH END O.H. OVERHEAD W/ WITHAND SEALED ORWHILE CURRENT CODE IS VALID SOL. SPANISH COLONIAL 32 m o E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET o Uj zo EL. ELEVATION OPNG. OPENING WD. WOOD BOR. BORDEAUX 33 LI"� BRO. BROUGHAM 39 Q o ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW Q ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET REN. RENAISSANCE 4 VIE. VIENNA 411 i z ENG. ENGINEERED -POLY POLYVINYL WP GFI WATERPROOF GFI TUS. TUSCAN 44 o POUNDS PER SQUAME `"a�' u CLS.w EQUIP EQUIPMENT P.S.F. W.W.M. WELDED WIRE MESH CALAIS 46 c� z FOOT ITV. ITALIAN VILLA 58 o LU EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC V! 4xo FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER PBC. PALM BEACH 80 1 CRE. CARIBBEAN 81 "' FLR. FLOOR P.R. POWDER ROOM oFND. FOUNDATION P.T. PRESSURE TREATED CST. COASTAL $2 Ln � Uj L© j 3 � H W OFFICE COPY ;w Uj z REVIEWED FOR CODE COMPLIANCE CITY OF ATLn LANTIC BEACHw 11:::e -COMO) SEE PERMITS FOR ADDITIONAL d REQUIREMENTS AND CONDITIONS LU CO d w ,0Uj REVIEWED BY: DATE: P� OR 0 s ---_ SERIAL (CUMBER 1014.0 NY P OW2DGE,THE DESIGNDffW=ON IM DRAWN COMPLIES WIN THE APFUCAELNNNNMMNI INAW Nf CODE IN FW AS OF DATE OF CWW&M IN3 M1. E- GENERAL WTES DOORS&WINDOWS PLUMBING NOTES c v 1. IT IS THE SUBCOkgRACWM SOLE RESPO 6IBILITY TO DETERMINE ERECTION PROCEDUK ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THEA PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND ilt USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL AND SEQWNCE TO DOW TMIE SAFETY THE BUAMW AND ITS COMPONENT PARTS DIGHT&5.7 SQ. FT.. IN AREA.THE BOTTOM OF T14E OPENING SHALL NOT BE MORE THAN 44 OFF THE n � � FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL SE PLACED HIGHER M 54"A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/BACK FLOW PREVENTERS AND BE MOUNTED 26 ABOVE fl _ -!� a DURING BRECTION. T1 INCWDES,FA IS NOT TO,T14E ADDITION OF WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WT SILL HT GR o' WHATEV i ,GU1AS TIE-DOWNS l6r WY BE NECESSARY. WINDOWS Tot 24"OR PROVIDE AN APPROVED FAL.PREVEN N DEVI *M.2. DRAAgNGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIX U ES, PIPING, t THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE OR NEM THE SILL. SHOWNTENT, ETC. WINDOWS INDICATED WITH E OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO TI4E BLDG. SHOWER FAD CODE W/RESRECT TO MIN. AGENCY SS li� REQUIREMENTS PER N,F.P.A. 101 CHAPIER 24. htEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" , ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AND 14EIGl T OF SHOWER HEAD AT SECONDARY BATH SHALL BE V-10" r 96730 z' SHOW*R ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LAWINGS OR TREADS SHALL BE ' TOWGRED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIR T PER 2014 FOC 2411.1.2 GENERAL NOTES STRUCTURAL DESIGN C A ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND z SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESIICTIONS HAVING JURISDICTION ON THIS PROJECT. LIVE LOADS: ROOF 20 PSF (REDUCIBLE) s O Z FIAOR, UNI SS OTHtWISE INDICATED 40 PSF SOLID WOOD DOOMS NOT LESS THAN 1 )LACHES(35 MM) IN THICKNESS, STOLID OR COMB CORE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE STEEL DOORS NOT LESS THAN I%INCHES(35 MM)THICK OR 20 MINIM F FIXATED ¢ BA&C S 40 PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DO( SIZES,PR " NOT IED OF ANY DEVIATION FROM T'HE PLANS PRIOR TO CONSTRUCTION. 40 PSF PRESSURE Ovan G. Drummond, ALA. z ST TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA.x 3 1/2 T SCREWS, 6 DRAWINGS SHALL NOT BE SCALED. AR 96399 C> A U9'STORAGE10 PSF FROM EACH END AND 12"C/C. ADDITION-FRAMING I M S SHALL €TAILED TO STUD W/ to O ATTIC S 20 PSF (2) ROWS OF 10d NAILS AT 10" C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. Manuel Gonzalez, AIA = cL. caC30 PSF AR 96730 SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). cG A ATTS Sang-Yub Lee, PE O � � 30 PSF WIND BORNE DEBRIS REGION 72328 OR EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE O p CONCRETE COMCRM UNLMS OTHERWISE INDICATED 3000 PSI SHALL BE PROTECTS WITH WNIDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE LU $ STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE(NOA). THE FOA SHALL DEFINE THE W 25 J 3: @ 28 DAYS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT'BOW—EN THE �/ O 01 LU REINFORCING: WELDED WI#tE F#LBRIC ALL COMM TO ASTM A185 APPROVED NOA AND THE C( ISTRUCTION DOCUMENTS THE MOST RE CTI1+lE IM:QU1EITs' fNT SHALL i>uO PREVAIL ANI?THE ARCHITECT OF RECORD SHALL BE NOTIFIED. � o� 00 .-, ALL R BARS ASTM A615-60 60,000 PSI Cl w ALL STIP LMtD TICS ASTM A615-fi0 60,000 PSI GYPSUM WALLBOARD �-- 0 ¢ +'' 00 o p t- � u? POLYPROW0 FIS OR SLABS ON GRADE MINIMUM 1.5 LBS. OF " n n n Z w d' FIBERS PER C YARD PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8 TYPE X GYP. BOARD ON ALL t 1 r-4 >, GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SMALL BE SEPARATED FROM THE V J 4M ' a LU CONCRETE ASTM C 01, STANDA WEIGHT UNITS fm=1500 PSI MORTAR TYPE"S" 1800 PSI RESIDENCE AND ITS ATTIC ►BY NO LESS THAN 1/2"6YP.,BOARD TO THE E SIDE. W cc N : 00 p t�. MASONRY COMG GROUT 3000 I COIN MA ONRY INSPECTION IS 1Mr L11 L N ' ' E O UNITS: CTIOIII HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' E FINdSIED FLOOR. I"- -j Cl �"� LL V QSTRUCTURAL ALL STIN TAND MI 3CELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD o STEEL: S: ' LI9CT S ALL TS�T NI CONCRETE. ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY = Z M au SOFFITS PROTECTEI3 ON THE ENCLOSED SIDE WITH 1/2"INCH GYPSUM ` 004 4 WOOD S JOIST PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE(19% M.C.) C„� i V) ��j C Q m ce ' FRAMING: : PLYMIOOD C C/C-D, Eli . , or OSB / 00 a LU � o LU MAW TII -C CROUP 1 AAS FLAT (48/24) GLASS BLOCK `t E oa PLVW D C-C/C-D, EK-TEROR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S- 1800 psi AT 20 DAYS Q =LU �,� E � �' `� O : Fb = 900 PSI (2.GE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. ¢ O r l GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. CL -I CJ w �- Z P*M .M 2.0E U.N.O. tp G� U3 WOOD ROOF DEOGN S: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFIPATION p 01 o o TRUSSES: TOP,CHO*LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH V N a W U- J TO THE TO CM40 DW LOAD: 10 PSF 2f)PSF PROPERTY. AIID NE PLAINLYVISIBLE A MININUMLOF 4n FROM THE STREET OR ROAD ARID %2"THICK A N RA WITH c� BOTTONOKW DEAD LOAD: 10 PSF 10 PSF THEIR BA I o T L: 40 PSF 50 PSF STUCCO { Q 0- m WIND UiB f RESISTANCE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO LU SEE DS FOR SRS IAL CONCENTRATED LOADS. DESIGN FOR . WIND FINISH OVER HIGH 418 PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL r jPECI± CODES, WEQUCTING A MAXIMUM OF 5 P.S PLYWOOD PAWLS. (D-WTJXCMJ E z � U) � � CONTRACTOR TO IIILSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. LU , ¢ WOOD FLOOR DEPIGN JOAM. QIJTDOOR KITCHENS Uj Uu TRUSSES: 20 PSF ALL CONSTRUCT i WITHIN 24"OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. Uj LIVE LOW: 40 PSF O TOTAL: EO PSFCMU, LIC4 GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COM1BUSTIBL.E BY THE I a cin RBC RESIDE BE USED IN THE CONSTRUCTION OF PRIVACY WALLS AWTTING EXTERIOR `t MILLSIR OR Uj FOUNDATION/SM OlkI: ANCHORAGE AL AND WIRE LATH: co 1. ALIJTAL LATH SHALL BE LAPPED 1 INCH MINIMUM. , , J 1. FOOTINGS WERE DESIGIIOD FOR AN ALLO ABLE SOIL BEALRIING PRESSURE OF 2,500 PSF 2. ALL AT�CfH FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL s FOOTING EXCAVATIONS AND SLAG SU DE SHALL BE COMPACTED TO A DRY DENSITY JW PLACED T.: THAN 6 INCHES APART,AND SIDE LAPS SHALL BE7SECURED TO S~TS AND BE U_ c OF AT LEAST 98%OF THIE ADDIMED PR OR MAXIMRW DRAY Df TY,DET IN TIED WIWEVN kUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS.,wji LAI Q ACCORDANT WITH AST 9-15,52.T[�AT LL SOIL FOR PROTECTION. 3. METAL AND WI ,TH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT Q oC th b OF 4D G I t0R U COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST INCH ANDce u.� 2.THE OWNER SHALL AETAIR�THE RVICES AN IN T G TECHNICAL ENGINEER BET �° E LI S THAN THREE STRANDS OF LATH. Ml AF+ID E SHALL BE Z � O TO VBRIFY SUCCESSFUL OF S E PREPA EFFORTS. LOCATIONS ACHC�D TQ CEI JOISTS OR OTHER HORIZONTAL WOOD SUPPOR s wrmi T EQUIVALENT OF NO. LU LU 11 GAUGE, BARBED,GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A MEAD NOT LESS THAN ,--', FAILING TO MEET TME EN61 ERS R SHALL BE R€COMPACTED U l INCH IN DI METIR. AND RETESTED AT THE Ct TRACTOR'S DO NSE,AND AS DIRECTED BY THE ENGINEER. FEQ � - p - 3 'TWAT T44E MIN94L IM DESIGN REARING CAPACITY,AW THAT THE MIRRORS Q j COMPACTION REQ )W*WN ET SHALL N Mr10 Rid INE BEOTECH. ENGINEER. RS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. m H.V.A.C. NOTES w p THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILPI14G CODE. Z ': LU TERMITE 2KIFI�TIRECHANICAL,RESII NTIAL,AND ENERGY CONSERVATION ; r� 0 v) w MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. C w T' O cn SECTION R PROTECTION AGAINST TE MITES LU c� LU TE WE E ALL P�/I D BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQQUIPMENT SHALL BE SECURELY FASTENED IN PLACE € .� cn PESTICIDES,(AA Ti ,AND Pf fiCIDES W-LIED TO WOOD, OR OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A.C. (A o cC oo OF TERMITE OROT11CIM L#MUD FOR I SE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. Mme' Z SECTION 2 11"MC . UPON COMPUMON OF THE APPLICATION OF TME TERMITE O PROTECTI ACI fIFICAT OF COMKWO SIAT L BE ISD TO THE BUILDING ELECTRICAL NOTES LU = DEPARTMERrIT BY 1'R+IE QST CO TROL COf~THAT CONTA10 THE FOLLOWING STATEMENT: THE DWGS.ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THIE ELECTRICAL WORK. ' LU cn "THE tI<IJILDOMG HAS A Ct'JMRL E TREA7,011WfOR TbIE PREVINTION OF S EAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTS ATTENTION PRIOR cj LU [� Uj cn TERRMS.IREATW IN AkCC WITH INUS AND LAWS ESTW>W Imo.SPED BY THE FLORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRA LU cn 0 z DEPARTMENIF OF AND C MERS." _ v O ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST'EDITION OF THE NATIONAL 1— U NOTE: ELECTRICAL. CODE&ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. >- O 1 METHOD OF T SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE m " ) GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15&20 AMP OUTLETS INSTALLED z OR BORA- HANE" METHODS MUST DAT RR+ IIT STAGE AND PRODUCT p O OUTDOORS, IN-BATHR00MS, &GARAGES SHALL HAVE GFI CIRCUIT BREOAMS OR RECEPTACLES. v APPROVAL DATA 1111W RF ON FAE WITH TIME T Z O 2) PRESSURE TSA L4.d R TN14 HAS BEEN CUT 0R PI LLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT TYPE))TO W --i ,Z PORT'TONS t)lIF AATAE D TO BE 1`O P ENT INFESTATION. NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO cn THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MOA1OXIDE w DETECTORS SHALL BE PROVIDED W/VISIBU "POWER ON INDICATOR"AND A TEST BUTTON WITH a Z OPTIONk MATE PLIED ALL FRAI i�,WITHIN 24 A.F.F. ' O BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. � U) ALL ELECTRICAL SWITCHES SHAW.BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" © U FROM EDGE OF OPOMS. ! ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. w ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND z w SHALL LOCATE MEW AMD PANEL AS REQI.WD. j iu E oOr. VERIFY ALL CONDUCTORS AND BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS. Q z ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. 4- U) O IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN SUNROOM, z Q Q BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT LAUNDRY AND OU Tai AREA,ALL 125-VOLT, 1S-AND 20-AMPERE RECEPTACLES SHALL BE LISTED fWA RESISTA IT REOMCLES. ¢ O T RE ARE NO EXC TIONS. N LU Uj N Uj Q U o i L.Lj X40 "' �-' o z , L , U) u m J � w LU W LQ a wLU b �P�ICE COPY E dj ca Q o SERIAL NUMBER ion .i TO TK W OF W* THED NOW ODNK:s WrFH THE APRICAB6E MOM CODE lit 9W AS OF DATE OF tBITM710H BHAX... May 24,2017' V OF F CL onz rn O C B x A7.82 A7. 41.011 `9 R 9673.011 91-211 1 1 77 61-411 " QED A� z 0 8 O (~n I I Ovan G. Drummond, AIA p w II AR 96399 LU 18'-11" I Manuel Gonzalez, AIA AR 96730 ec Sang-Yub Lee, PE A.T.O. PAD (TYP. OF 2) I ' T.O. PAD (TYP. OF 5) 72328 LU A NET REAR I " 0-0 ELEV. GAS LI 4 0-0 ELEV. 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OR EQUAL AT ALL EXRIOR TOP OF RI ��. -o DECORATIVE ELEMENTS. TYPICAL UNLESSNOTED - Ci OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION OUVER {y i 2. 1"}' t � 4 C "CORAL-LIGHT" OR EQUAL PRE-FINIS 7 FOAM APPLICATIONS SHALL BE INSTALLED AS PER .2. - - - - - - - -- - - - - - - - -- 3' MANUFACTURER SPECS. U.N.O. TYP. ' PRE-CAST STONE APPLICATIONS, SHALL BUSTONE I I M PLATE FlEIGMT 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND _ _ _ _ _ _ - L— _ _ _ -!_ _ _ _ _ _ _ _ INSTALLED AS PER MANUFACTURER SPECS I I `z TRIM WORK FINISHES SHALL WRAP ALL OPENINGS ROOFING PER _ AR 96399 z Gn QC Ovan G. Drummond, AIA o � 5. EXTENDING AT LEAST INTO THE UNDERSI OF THE (TYP,) _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ Uj OPENING 3 Manuel Gonzalez, AIA �G METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AR 96730 5',2'8. Sang-Yub Lee, PE o ; 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON W o ALUMINUM 72328 o THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, FLASHING 2 0 W 0 7. ANY MISDESCRIPTION SHALL BE CLARIFIIV BY THE 6 - ry o CA N LU ARCHITECT/DESIGNER 5.2.8 2ND FIJI. FLR. LU rl o 0 o , „ THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING _ �a -�--= a (U TOP OF HEEL - - - - - - - - - - �-mss�� �� - Jj - WITH THE SUB-CONTRACTOR/ MANUFACTURER AND " - - - - - - - - - - M z ,� o 8. THE ARCHITECT/DESIGNER IN WHICH ALLGH , C..� J kn rn cn ARCHITECTURAL APPLICATIONS WILL BE COORDINATED PLATE HEIGHT_ _ �� - - '"+' 0 ,f, > 00 o °- i W o AND APPROVED PRIOR TO INSTALLATION @ G - - - M L u� ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING .. ....... o ' 9' HEIGHT OF COACH LIGHTS WITH TOLL BR HERS P.M. I J _ � LU ao ^ _ 4° TRIM @ I .. .........._ ... . 4x12 BRACE M U `_; ¢ aai -o° c o v o o CORNERS Ln = _4 (TYP.) ^' �/ o v L m W ,� 3 _ ao oo I Q =' EOE ¢ 5.2.8 ...... _ I a U .. .. ... . .. . ............. .... ..... %D Q _ I J J I d �o o FIN. FLR. -.: I _FIN. FLR. N Q 4 SEE DETAIL V 8 5/A5.2.82 FOR 1 ? 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TO V LOCATIONS AS PIJALT SHIN ""LE RO "FIN Gcn ce U_ V) OR '0SERIAL NUM E 1014.0 TOTHE S TOFMYKNOWLEDGE,THEDEM DEM115 DRAWING COMM WUN THE~A�FM@O" CODE 1N ERECT AS OF DATE OFC8R&i TMNBEl W E. May 24,2017 O Z. INSULATION AS SHEATKNG ROOFIK PER REgQUIRED -°' Fk ROOF PER CONTRACT CONTRACT, Oft (2) WATER-RESISTIVE ICE �� 7/16" S J� :,; BARB `�°> .' STUD 6 Gari 2X6 W/ 241 ROW 11 VEIN @ 240 O.C. JOINT FLASHING , 7 HEEL AS REQUIRED ' US" CEME14TITIOUSR N ' NAIL PER a z PLT. HT. @ ENTRY - — � MANUFl�CTURER o : METAS. DRIP N SPEC�IFiCATIONS BEAM PER STRUCTURAL y LAP SIDING Ovan G. Drummond, AIA AR 96399 CONCRETE u„ 1X4 FASCIA _ 1X BEAM TRIM 1X4 FASCIA AR 96730 Manuel Gonzalez, AIA M FOUNDATION Sang Y b Lee, PE O � w 4- WALL PER '-8" 22328 i o 2I(6 RAFTER T @ 21.8" PLAN _ SIDING W " C ,{ . o I � _ O i - i- o rn ._.._.. ... .J-..... .............. 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Drummond, AIA O '' AR 96399 Uj O Manuel Gonzalez, AIA ac AR 96730 o Sang-Yub Lee, PE 72328 Uj � F= OW J U Q OQ1 - . _ __._... ._.._-.- v _._._ ....._. _ __- _ . _.. .__.__. _ -__. r4 00 v � oLn ,,, o n acs az ........... ~ N "' ascri LLJ BATH 2 Wa L0 LU 00 w 0 M KITCHEN w .�BED OOM 3 2 zn o I 'BREAKFAST _ ij>uV vi 0 WAREA DINING _ % pan ......... _... . ROOM Eo � 31: o COVERED Q - E <_ ¢ p N W W LANAI \,\ -� a k r ' Jko oc _..__ < a , � � _ 0 0 CA a. .. ............................... ....... ........... _. ........ .... ._ CA- 0 UJI COVERED 3 FOYER ENTRY G i VESTIBULE , 3 W ' "[ aWc 1__1 � C ....... - GREAT - - _ _ �- ->^ - - - - - - ULU .. :i �._ W - BOO( oc , L I s -. m - 1 1 -11 I - t 27 I 10"X10"AIR LU ......_.. JUMPERW.I.C. O .. .. IO z G'L i W " L.ARY C,.) o s. i cL Q cn O \ } �„ 4 . - _ LU W �- Q I ......... ; 0 TWO CAR i , - --I C, �. � z w GARAGE Uj O ,Q w I I N W N MASTER M � ►TF! 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METER \ I � I I i — COVERED 12 tn LU SMOKE DETECTOR/CARBON MONOXIDE ENTRY Q[ DETECTOR � / / \ �OE , '\ / i I I F \ i" ce L._.I u _ > s� SMOKE DETECTOR ►� / �- -- ---- \ :�. . ..___ Uj ... i - - -- _ �_� .. __ ___ Ll�- _ - - - __ -- _��, L i — _ , F— �o � /� - - � ........... $ SINGLE POLE SWITCH / - .� - - i _ rt` rt '� - C/') 1 Ibe w u� ® I I; l SECURITY SYSTEM ! 1 I U- , $, 3 WAY SWITCH o cs, / MIN. ABO DOOR �, f�1. 1 -� I f I I� I,s� I H � �= Q 4 $ 4 WAY SWITCH / /� �`" O z UJ F- TOS TT H cc DIMMER SWITCH _ I I I I I( I — -- 4 - Uj - -- - - _ _ - - \ a� 4 PUSHBUTTON / I f, I - ,.. y Q � W Jfl 4 DISCONNECT SWITCH \ /- OPT �-�.� \ \ I UJ -� / 1 i I LAUNDR WP GFI \ V ! 0LU Q U J JUNCTION BOX -- _ u " vi © TV JACK "�'' so I I -- - - E ♦ PHONE JACK - PREWIRE ONLY m Q THERMOSTAT / ' 'I W.I.C. 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INTERCOM \ / SOFTENER LOOP 4 GFI --- -- - _ _ ._ ] FOR REFERENCE OfLY GFI ---- -� ECTRICAL WP GFI WP GFI W#''FFI E.M.� _FO�t IRRIGATION ... _ . .. ... . ... ` GFI TANKLEISS GAS WATER HEATERLa P I UJ o Q � o LU . ..A/C_COMP LI') zoo 0 U) Ln a �enQ w FIRST FLOOR LAYOUT W _ i_ n SCALE: 1/4 - 1 0 COASTAL Uj fn w LU m ? tl7 a OFFICE Cce LU OPY ' w LU Ca tn LU n Z!U-U- SERIAL NUMBER 1014.0 1E BEST OF W BN E,THE DEM DEWED 01 TM gWH TH NE DNBLM ASOFDAE0FOM E ELECTRICAL LEG ND CM IN EFFM May 24,2017OBOM .. V d) SINGLE RECEPTACLE DUPLEX RECEPTACLE C FL CL ® 240V RECEPTACLE ` ' SWITCHED RECEPTACLE i DUPLEX RECEPTACLE (220 V%T) , 0 Q [cj SINGLE FLOOR RECEPTACLE R 9673 DUPLEX FLOOR RECEPTACLE SWITCHED FLOOR RECEPTAC14 z a 99 QUADRAPLEX FLOOR RECEPTACLE Ovan G. Drummond, ALq► z W GFI GROUND FAULT INTERRUPTER (no AR 96399 Manuel Gonzalez, AIA = W P WEATHERPROOF GROUND AR 96730 —� Sang-Yub Lee, PE o � -� EP ELECTRIC PANEL 72328 a a VP VAPOR PROOF o ® RECESS INCAND. (EYEBALL) EXTURE W o ON Uo _ r-- o 00 0%SINGLE FLOOD - WALLMOUN ED - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Ln�- 0 0 _ DOUBLE FLOOD - WALL MOUWED �- ¢ •- °° z ,� o f SINGLE FLOOD - SOFFIT MOUMTED U "' n M it o ` cc DOUBLE FLOOD - SOFFIT MOtMTED W cic > o d > I O 'C cV E HANGING / PENDANT - CEILIMG HUNG j F- ¢ J u_ h U- LU o INCANDESCENT FIXTURE - CSLING a o o *' ,Q MOUNTED I o INCANDESCENT FIXTURE - WALL MOUNTED I ` a 00 °° ( ra LU ® RECESSED HIGH HAT ELOFT O o F� 2 FT UNDER CABINET FLUOR. FIXTURE I h,1 z ¢ o nJ w>" ,>-�. �-� 3 FT UNDER CABINET FLUOR. FIXTURE I SPT. �! ..,,� c> - V C) l _, ,o 0 ,ac J ■■� ¢ �o 4 FT UNDER CABINET FLUOR. FIXTURE OPT. ► 0 ® N a STRIP LIGHT ocic O 12X24 FLUOR. FIXTURE / \\ D 12X36 FLUOR. FIXTURE oL411 12X48 FLUOR. FIXTURE i' � \ I � © � 24X48 FLUOR. FIXTURE I �, / / o - EXHAUST FAN I _ \, \ Qj EXHAUST FAN W/ LIGHT I mLLJ . c - \ - \ \ ; 1 1 cy- nn. SD \ LU ELECTRIC CO. METERLU I - \ \ �"^ LU GAS CO. METER _. `�`--___ D aawuw CONPI76 NAtH THEAPPtl ►B+�uN&BIDDIG LODElN FFi{T AS OF DATE OF C11 BBAW. - E ROOFING PERCONTRACTOR TO TO THE BEST OF MY KNONM1ECf THE DESH#!DEP! ON 7 �-' P IDE PRODUCT f APPROVAL FOR ROOFING Z" w lA.P.A. RATED SHEATHING PER Pbl , ALS.ROGFING UNDERLAYMENT TO BE S - I4G POLY14ER MODIFIED BITUMEN �, wOF FL 10 COWY WITH ASTM D 1970 CO POKNGWKRED WD TRUSS, 24" O.C. SEE PLAN I NNALATION 8LOc1K Sig PLM FOR STRAP ' z C:) A ED 2x R 9673 i A.. ~" ED a a TO ik* TAILS W/ (2) o11 O.C. �, I� I, ,/ QED MWA L Ovan G. Drummond, AIA vu'i o E - -- CEILING INSULATION G. D umm ______ .._______ (SEE ENERGY CALCS.) a=c z CQNiIlOUS VENTED J S " 1MK� LE1118L96399 Manu AR 967302, ATA 0 o R 1/2" RIGID GYP. BD. s ang-Yub Lee, PE cl. o CO S AAE DBL. 2x SYP. WD. 72328 LU Uj a R TOP PLATE W Mil. 7/8" STUCCO (3 2xSYP. #2 WD. STUDS o rn c @ 6 0.C., TYP. CY_ a S ,MIG FELT REFER TO WALL INSULATION Z) o inn 0 0 TS) ON 4LV. o LATH ELEV. FOR (SEE ENERGY CALLS.) 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LU I cr'� 0 UNDERLAYMENT TO BE 2x FASTENED cn LU W ° SELF-ADH ALL E RING;NG POLYMER MODIFIED BITUMEN TO ( TRUSSES ,UjUj PER TRUSS . ER a ! cry o � SKEET TO COMPLY WITH ASTM D 1970 > 4Z coo PRE-ENGINEERED WD TRUSS, 24" O.C. SEE PLAN IIN{SULA►TION BLOCK BATT WENGINE o T ( RED WWF ODFSLS OR AT GARAGE SEE u., SEE PLAN FOR INSULATION REQUIRED ,.! VIRIFY WOOD WRAPPED 2x E TRUSS LA UT) ENERGY CALCS) � Qct , FASCIA NAILED � _ o TO TRUSS TAILS1W/ (2) Qc 161 @ 24" O.C. 0 � Q — / i 1 1 I � � � � � 1/2" RIGID GYP. BOARD � � � � � �, � �C u, m METAL DRIP 1/2" GYPSUM o EDGE CEILING INSULATION WALLBQED ON STUDSCL Uj LU o _ ___ . ______ (SEE ENERGY CALCS0 Uj .) DBL. 2x SYP. WD. TOP PLATE Q SOFFIT; WOOD LEVEL �! W5 ENERGY CALC/ WALL S) m m RETURNS WHEN 1/2 RIGID GYP. BD. SCk DULED FLOOR WINDOW � o 5 STUCCO SOFFITS ARE DBL. 2x SYP. WD. W .rt a o REQUIRED TOP P AT�'A%ENT 3 o � LATE C WITH PBC-R HEADER , SEE FRAMING 2x SYP. #2 WD. STUDS PLAT FOR SIZE AND DEPTH z W MIN. 7/8" STUCCO (3 @ 16" O.C., TYP. r, W 22 ,% COATS ON GALV. ;i CD REFER TO WALL INSULA71ON � ' J cc SELF BRING FELT .poo BACKED FETAL LATH LEV. FO (SEE ENERGY, C.ALCS.) vn o ' 2x SYP. #2 WD. DEADER . STUCCO SOFFIT ECIFICATION:' -SEE SCIULEPAPER I ELU M z C0�11'PI�000S VCK �TING NAILED L! 0 L SCHEDULED WINDOW LU � TO TRUSS TAI AWD A TYPICAL >- o SCHEDULED WINDOW , , „ W 4c ? o STUCCO FINISH (SEE F PLAN) (SEE FLOOR PLAN) cn EXTERIOR SHEAVING TO 0 1/2" GYPSUM WALLBOARD ON EXTERIOR SNEATHING TO ( Q BE FLUSH WITH 1E EDGES STUDS 4�1/ WALL INStATION BE WITH TlE EDGE 1/2 GYPSUM WALLBOARD ON Uj cn a OF THE FOUND A N, 1/4 (SEE E Y CALCS H STUDS W/ WALL INSULATION LU � o GAP BETWEEN F DATION ) ATION, 1/4 (SEE ENERGY CALCS) GA,B� DATION cc AND SFEATHING 2x SYP. #2 WD. o W 2x SYP. #2 WD. STUDS g CEMENTITIOUS COATING TO @ 16 O.C., TYP. APPY A UGIT COAT OF @ 16" O.C., n(P, TUBS Pago FILL VOIDS & HO YCOMBS C OUS COATING TO Uj 2x P.T. SILL PLATE S & COMBS ,� w 2x P.T. SILL PLATE o U_ cn WATER RESISTAJIC ARRIER z o "' 0 2 LAYERS RE : PAPER VITER SISTANT BARRIERBACKED METAL & CONNECT WALL TO F( DATION (2 Dj; p, RCONNECT WALL TO FOUNDATION PER FRAMI [NAILSBACKED M�ET1L LATH &POLYETHYLENE E WRAP PER FRAMING DETAILS c,n p OR APPROVED EL SYSTEM PROVIDE CONT. METAL TERMITE P OLVErOfLEME 6f4USf WRAP OiR SYSTEM PROVIDE CONT. METAL TERMITE M4 WEEP SCREED SHIELD UDR SILL ATE SHIELD UNDER SILL P J W Z .... Q L FINISHED BASE MOULDING SCREWLATE -+ Ak MAIN FL.'OR- ' 4 MAIN FLOOR FINISHED BASE MOULDING Q W y Z ELEV 0 _ Z Ar.I �/ Q I- W _LU _ —� a 1 4" CONK SLAB W/ I— !! II W CD U) —_ .. — cid Ac VAPOR R N {{ 1 ��; 4 CONK SLAB W/ H z = o M _.... . , --- VAPOR BARRIER ;O �'W SEE FOUNDATION M rom v z PLAN FOR SIZE AND PLAN FOR SIZE AN EE FOUNDATION , C� C> 2EXTERIOR W LL -TYPE of�oTYPE OF FOOTIN F B C (;OPT D W W m LU � 1 SECTION WITH ILII 2 - Q o TWA STO Y WALL SECTIONUj ; Uj SCALE: 3/4" = 1"-0° D7 �� _ �_ �� ''�.. z SCALE: 3/4 - 1 0 SERIAL NUMBER 1014.1 n�egro►naw�® to roes �II MOEI!8VWASOF TEoc FOUNDATION NOTE May 24,2017 O SEE GENERAL NOTES FOR CAST Illi PLACE 1' CONCRETE AND REINFORCING REQUIREMENTS CONSULT W/ MAN. SPECIFICATIONS PRIOR TO :F CS £? 2' POURING OR RECESSING DOOR SILLS 3, EXTERIOR SLABS SHALL SLOPE 1 PER FOOT AWAY FROM HOUSE ` Q 4. PROVIDE 8"X 11/2" RECESS AT WB i PERIMETER (TYP., U.N.O.) x ALL FOOTINGS SHALL BE MINIMUM1211 OF 9673 5. BELOW GRADE INDICATES FILLED CELL w/ 3000PSI CONC. FROM FTG. TO BEAN w/ (1)#5 w [ REBAR TYP. ABOVE SLAB HOOK FTG. 2MEOvan G. Drummond, AIA C> �' � DOWELS 5" MIN. EMBED w/ 25" EXT. AR 96399 ABOVE SLAB. (6'-0" 0-C. M M UNO) Manuel Gonzalez, AIA AR 96730 ® 8"x12" 45 DEGREE CONCRETE BLOCK Sang-Yub Lee, PE OR FILLED CELL w/ (1)#5 VERTICAL DOWEL 72328 LU 2 x12 CONCRETE BLOCK FILLED CELL W ww 0 w/ (2)#5 VERTICAL DOWELS ct o °° cl 8"x12" CONCRETE BLOCK FILLED CELL w/ C71 W o co LU t SR .5 LUFoe (2)#5 VERTICAL DOWELS z 8"x8"x8" 45 DEGREE CONCRETE BLOCK00°i ¢ �' �— °° n C) FILLED CELL w/ (2)#5 VER CAL DOWELS (� d � N LUJINDICATES DOOR OPENING, W 0 ,f, > o o °- a � oM E C1 0 _ o MU. U. �° LILI CL z a o J Q v .o 0 0 Lisa U Uj u, L c 00 CO LU Eos ~ `j ` <( E N d ...� CL ¢ U , FE ..J d ILD 0 uj© -4 Q u� 08 Fa ui OCU Q LIJ Q L' CB7 LU LU Uj CC) ,, LUF- 27 ke LU LLJ 4 p 10 J W (4 ' 0 ; w CI- FRONT WALL OFLU , �- �UJ ` Q PROVIDE 11/2 D x 5" W � Q _ I RECESS AT GARAGE DOOR ;, INU OF I � � Go PROVIDE 41/2" D x 8" W RECESS P PLAN o SLAB RECESSd �► z IN SLAB Z ,� ED o n 1 1/ U 01 L4 I M 5i ui " (14N.) SAWCUT x 1/4 F1/ � J=o uu IG SS SEE BRICK PAVERS �; "— uo� ~ PLAN FOR LOCATION GAR. A LU FIN .FLR. d m GARAGE d' I DOOR cri I o o = a.a _ SLAB �,._ � LU - -RIP p ++_ _ ii _ e II=� RECESS [ o I— '� f 1 I � I=I I FALL PER I o PLAId 5 cu hi LU m W i---- --_ En L F _a. o SAWCUT JOINTS POR PLAN. TS SHALL BE CUT 4 ( (— o TO 12 HOURS CO06C FINIS w AS CONCRETE ALLOWSce WIII'E' UJ u, PLAN VIEW —i oo � Q 6-4 1 IVCUTDETAIL2 S EC I N ► .. � . JH5 �, LU 49 11-011,. it . SCALE:: /4" � 1'_ " n SL . 3 r311 - 0 ..w.. Ln czo W z d ', Q v^ +1: ........_....._.._ LU ca LL- w o� U 0 dLu ZE _M, - � CDIz 0 Uj m Q cn �; yj p togQ �• LU 6-1 L _ LU cc © OFFICE COPY 1ED RIAL NUMBER 1014.0 .... . - TO THE 867 OF rc MMS WL M THE PFS tDEPICD�MW DAAWDiG OMM3 WlIM THE APPLICAME11IN M1 SaW OWE IMVWASOFDATE GFCOUWATKMKIM ;'.... May 24,2017 O U Ci ^ , t DOOR TAG SCHEUr"ULE on(3=DOOR CALL T O C TYP49 SIZE REMARKS t ' ' 1 THERMA-TRU INSWLATED 3'-0" X 8'-0" X73 ENTRY DOOR o 2 HOLLOW CORE DOOR 21-6II X 8I-0II 3 DOOR 2'-8" X 81-011 '-0" SELF-CLOSING, SOLID WOOD NOT LESS THAN ovan G. Drummond, AIA © 1-3/8" / OR 20 - MINUTE FIRE - RATED AR 96399 U.1 Ase Manuel Gonzalez, AIA � 2'-0" X 8'-0" AR 96730 an 4 HOLLOW CORE D aCSang-Yub Lee, PE S SUMG GLASS DW 12'-0" X 8'-0" 3 PANEL,/TEMPERED 72328 o a 6 GLASS SHOWER 2'-0" X 6'-4" TEMPERS L U t 3t> m 7 HOLLOW CORE BIAS DOOR 6'-0" X 8'-0" w ty o a © 9 O.H. 14ETAL GA; 16'-0" X 7'-0" NON-INSULATED RAISED PANEL © � w '�,' ._ o0 ,z 8 O.H. METAL GA 16'-0" X 8'-0" NON-INSULATED RAISED PANEL (SHIN. ELEV.) w C, ,, LU STATR ►I LI V N D 15 TREADS @1:0" W/ 1" NOSING 9 HOLLOW CORE D 2'-6" X 6'-8" U � � °' T-4 r, a. © o .... 10 HOLLOW CORE BI-ASS DOOR 6'-0" X 6'-8" W d _ v C-4 `� o GUARDLI COTE �- �" o SECOND FLO _ _ II 11 HOLLOW CORED 2'-8" X 8'-0" `� u _ 00 CO Wig STAIR RWING AND STAIR GUARD RAILING - _ _ RAIU 36 _ _ V SHALL BE CONSTRUCTED TO WITHSTAND A - - .►� 12 HOLLOW CORE D 2'-0" X 6'-8" 0- < c o U CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY NT ALONG THE RAIL IN ANY 2x12 WD. " NOSI( ,TYP. ' E `� ,. AIRS NOTE: NDOW TAS COASTAL �' E p ° ¢ _ CARR GE I II (�;�wliNDOW UT DOW SCHEDULE Q - �, 0 DIRECTION. IT M UST ALSO WITHSTAND A S @ 7 9/16 UNIFORM�.OAD, NOT CONCURRENTLY WITH THE (3 R6Q'D.) �� 7 5 (� 101' R.O. CL ¢ U° " TYF REMARKS _j %0 0 _ c CONCENTRATED LOAD, OF 50 POUNDS PER r; 2x WD, SIZE ...1 Q ~ LINEAR T APPLIED ALONG THE RAIL IN ANY T TYR. ACTUAL STAIR RISER TO " ` N a SIDLE HUNG 20 24 1/2 X 36 1/2 VINYL-LOW E " - DIRECTIM. INTERMEDIATE RAILS AND POSTS WD. IED BY (IN-FILL) SHALL WITHSTAND A HORIZONTAL R SI L,E HUNG 3040 3E 1/2" X 72 1/2" EGRESS / VINYL-LOW E cy- MAILER CO . OR IN FIELD � LOAD OF 200 POUNDS APPLIED AGAINST ANY 20 C SIA LE HUNG 3060 (2) 36 1/2" X 72 1/2" EGRESS / VINYL-LOBI E Q_ � o m ONE SQtkhRE FOOT AREA, NOT CONCURRENTLY STUD D 4052 4II 1/2° x 62 1/2° VINYL-LOW E /TEMPERED OTR LOADS. WALLS �2 FIRST FLOOR j H E FIXED 2816 32 1/2" X 18 1/2" VINYL-LOW E/TEMPERED � � , C z "Q , THRUST F SIDE HUNG 3052 36 1/2" X 62 1/2" EGRESS / VINYL-LOW E cG DICK r_e LU INSULATION SCHE""' ULE ' LIJLU LU - s - LOCATION T1( >E R-VALDE U.N.O CEI LIVING AREA FIBR+GLASS 38LjLJ ow left m rl--\�STAIR T E WALLS FI LASS 19 F--- Q TO LIV AREA FIBERGLASS 11 9) A .N '`SCALE: 1/2" = 1'-t " COASTAL I ( "'-' � w 3 ; Q J - I— bcL - 4C aCL O W aCC Ip LU ,.0 W lel a � W ca uu U W Z P © 1n C) QWC � C9 f cn mLU cli o C) i LU LU w iE 0 N p Ln0 W (n < t,{dt,y CG (n j i• l GC (Y Z 0 0 LU Ln 33 CD Uj Lr � cnp W QQ o ; V LU w LU LL_ � o ;p QUj 051 ;j • Lj LU ' LU ce LU OFFICE COPY tZ Uj Q a o J FIA . NUMBER 1014.0 . TOTHEBESrOMMOMMM,THEDEMDEFSCTEDOKTO NAM COMM B WM THE AMSCW KWMMI MUM 4 CGDE SM FW AS OF DATE OF CfRAMfATSOM BEIOMk" ROOF PER CONTRACT (TYP.) May 24,2017 cx. 7 LOUVER g � t Y % Y 5.2.8 -- - - - - - - - - - - - - - - ' • YY ER 9673 z U- C> o II 1c,I -. p — — — — — — — — — Ovan G. Drummond, AIA 3 AR 96399 Manuel Gonzalez, AIA © 2.8 _. _ _ AR 96730 .. u.. Q .... Sang-Yub Lee, PE n I-- 72328 0- 0 2 C> ac 5.2.8 �� 2 W > 5.2.8 [� o rn LU — , co 00 n o - - - - - - - - - - - - - - - - - TOP OF E I �.,,_ U GHToo W U z � N > c ...._. ................................................. OJ ® 4u - l W _> � p �- 0 .... • � Q M LL U C] Q w i _I , 03 Q O _ _ _' o t0 LL- — v _ _ 0. p 4x12 BRACE _ _ _ ". _ _ _ a- 0015 Ce LLJV TYP. o as b Lu cn c 00 m p ...... ti � oo <C � i Fv W +x ... ... .... .... ._.... �� E Q aCt o _ _._. 4 TRIM @ < _ E ¢ � >- En CO iAIERS (TYP.) ...I a E U1 u jEIT o FIN. FLR. < rn w 0 N 4 0 T— Rrxe%F SLI PLAN SJ-E: 1/8" = 1'-W COASTAL o e SEE DETAIL 5/,5.2.82 4° HAWE TtIM (TYP.) V FOR BANDING (TYP.) 8 P �2.8 z ROOF V T CALCULATION ; u.� € , ; V ATTIC AREA (TOTAL UNDER ROOF) 319410Z "i"■' LU 1 READ ELEVATION DIVIDE BY CODE REQUIREMENTLU u, Q 300 C!> SCALE: 1/4" = 1'-0" COASTAL WN. NET FREE MENTILATING IF AREA �tECJRED 1 O.6 w w m > � r- LLJ W (nNOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO ce � LU o p BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE d C5REQUIRED VENTR.A�T'6N IS PROVIDED 8Y ROOF VENTILATO1tS � ( z Uj b ' a- � LOCATED WITHIN 3'-0" O£THE AGE OR HIGH POINT(UNLESS � '""' � LOUVER M , 4 L1..! t o cC CONFLICTS EXISTS)MEASURED VCRTICALLY, AND THE BALANCE OF a- E a. Q Tt4E REQUIRED VENTILATION BY SAVE OR CORNICE VENTS. �> L ui FE ° VQLU cn = U � 0 tQ � cn Q � cilZ _ ` oPLATE HEIGHT - r- W v Ci= - - - - - - - i [ 0 J j Z O W - - - - - - - - - - - - -7 — `�� W r2 C> > Z ��2.1fs C) co LU rn r` _ o o ,-o Jnr t'�I '" >0 2ND FIN. FLR. _ _ _ _ _ _ _ _ _ w •ac - - - z � TOP OF H - - - - - - - - - - �. UJ9 ..... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o ?UkTE HOW= 1411 - - - - - _ Iz N - 0 . ................................. .... . ............................ ......_.. C2 V l 4 o o11411_.W. Lu _ a- - _ 4 U-' o O `� - .... I .... I I 4x12 BRACE �► SCJ/) 4-1 FE .� o ... .. ... cn ao — I Ln ..UJ .... _ 0 a _ c�C 3 � z _ ..... .... Irl - � _ - © ...... _ ... J�q ® FIN. FLR. _ - _ - - - _ - - 4. > t . , to _ W ; yu O z o SEE DETAIL 5/,5.2.8 " o PAVERS ON STEM WALL 3 A/C 4TRIM 0 CORNERS (TYP.) LLJ :>oc W ENCLOSURE FOR BANDING (TYP-) 6 PAVERS ON STEM WALL 1 .� uu ,5.2.82 5.2,8 5.2.8 --J • � 0 c5 W OFFICE COPY 'w z w z V W 22Qp L [mq"'[C)N 0 o ;71 Lff"O"I"mELE1A I LU 1" W ;A:1 /4"' = 1'- " COASTAL LU LU ca L Q Lij WATROOFINGAUj SHINGLEV SERIAL NUMBER 1014.0 TO E BEST OF W KNOMM'E,THE DESIGN DEPICrED ONI STAIR RAILING D DBAIYIDE N EFF K W1OF DR APFL[CABIP TJD N9:%rG CODE IN EFF�:1'AS OF DATE OFCERISiGiION BELONI,: May 24,2017 D GUARD RAILING NOTE RADIANT BARRIER, TYP. STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, AND BALCONY GUARD RAILING, SHALL BE CON6TRUCTED TO " WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN APS DIRECTION. MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOQ, OF 50 R 9673 A% POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY M U- IRECTION. R PER CONTRACT ( P.) K . , ED ......... ......... _ 11 a INTERMEDIATE STAIR RAILS AND POSTS (IN-FL) SHALL ....... __ ! z , Ovan G. Drummond, M WITHSTAND A HORIZONTAL LOAD OF 200 PONDS APPLIED p ! AR 96399 o AGAINST ANY ONE SQUARE FOOT AREA, NOT G`QNCURNTLY WITH OTHER LOADS. I Manuel Gonzalez, AIA PRE-ENGINEERED c AR 96730 C INTERMEDIATE BALCONY RAILS AND POSTS INFILL SHALL = Sang-Yub Lee, PE ( ) TRUSSES DE D BY 72328 LU a WITHSTAND A HORIZONTAL LOAD OF 50 POU S APPLIED SES =AA2.N FOR TRUSS RER AGAINST ANY ONE SQUARE FOOT AREA, NOT CURRENTLY ISCHEDULE -OFT W JUJd O O1 - - - .„ Y LOADS v Y , Y , Y HER � : r HOT Y ; Uj WIT ,. „ r � � �, S , . � � � � � , ,,.,,�..�s, .,,. .. . „ .. .. . . , EDfL00 T ,. .. , , , RE -ENG DE D Y RU S MANUFA RER ., : ,. , .. z W O D1 Y 7 t 3 ) i 3 ?� i 3 Y Fes' .: ,. , � , ., ., _. ., •. it 00 o 0 " ' THE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS �--- ® � co a Uj It SHALL BE 40 PSF MINIMUM. ..... .._ , o .,. .. . _. LU . z T Y �: ; � � Cl cn m 1,r !. ,":.�' s t is �' _.._ �., ......... O r,: w CON wi SECTION SHALL HAVE y . ; ___ ch v > HANDRAILS WITH A CIRCULAR CROSS E __ �."' n - v AN OUTSIDE DIAMETER OF AT LEAST 1-1 4 AICD NOT _Uj I o : w..�.. . ; ...._ W p HE HANDRAIL IS NOT CUALR IT 'OVER �. , REATER THAN 2 . IF T C , VESTIBULE v � � 0 COVERED A. , KITCHEN E FOYER O A L HAVE A PERIMETER DIMENSION OF AT LfiAST 4 AND DINING Y U �, � CO , o SHL _ LANAI �yv L) (A Q NOT GREATER THAN 6-1/4" WITH A MAXIMUN MOSS F , C ( ::::::::.:... . d F- LU v' SECTION OF DIMENSION OF 2-1/4" EDGE SHAT, HAVE A (. E O d. { O INIMUN RADIUS OR 0.01 INCH. GHAT ROM U N -j >- _:_ to o , _.�.� � .1 0 fll UJ . J L f �c _ SJ { E CABINETRY &AdPLIA C E I; PAVERS ON -- I I PAVERS ON FOR REF r STEMWALL SHOWN -' STEMWALL SHOWN Uj 2f Q C'jQcC CD K*"A ILDIN SECTION -�+ Uj Uj °° A► .&2 CLE: 1/4" 0 E COAS�'AL � LU I LU p >- m ' J ( E F o c , ' ! GSCLU t- w (n RADIANT BARRIER, TYP. E J cn p ROOF PER CONTRACT (TYP.) VENT PER CONTRACT (TYP.) ; � M CI- W , oCILU.� - yy@@gg �- � E BM4,w9 f �..0 W ,,. p PRE-ENGINEERED QLU ' TRUSSES DESIGNED BY (.,,) f_7 FE SEE SHEEP A►3.�1 FOR UJ f TRUSS MANUFACTURER I ►TVN SCHEDUE acr, M LIJ ,z z p[ , CO UJ Ex WAS —� Oz � W c I o Ln ca CD LOFT -1 ! 4 Uj o PRE-ENGINEERED TRUSSES ki N ., DESIGNED BY TRUSS MANUFAC'T'URER ' o SEE SHEET A2.N FOR PRE-ENGI ED Ll'! o �t o INSULATION SCHEDULE TRUSSES GD BY TRUSS UAI�it Z Z cn _., a[ w C� GC 'to ci O z _ 9 Ui k1110 I . DINING ROOM TER BASTER ..... o, . BEDROOM C) KITCHEN �cn capcLn ____ ..... A Z �- p i _ lo Q .4q. cp .. ...._._ .... . . : ... ! :.. i Uj UjLU U_ 1 �- EI 1 - z oIT CABINETRY &APPLIANCES I W O r o i ARE FOR E OILY Q W tW Z zo � �" STASECTICAW"W B BUILDI #G SE! TION I � o jEUj - A7 SC 1/4" = 1'-0" CONAL �_ . 0 g A7.82 LU SCALE: 1/�4" = 1'-0" COASTAL FIR o OFFICE CORYLU C cn r, JSERIAL NUMBER 1014.0 g TOWE OW OFWKNOWLEDGE,THE DESIGN DEPICTED ON- 5 MMANG COMKM WRH THE APMIfJIBLEMOM BURW C DI EFFECT AS OF DATE OFamvKAnON smo.. eL May 24,2017 V _ .LO Cp1ep. Qr ¢ � r , '1 96730 �$ .Zi U_ o D p Ovan G. Drummond, AIA Q AR 96399 Uj Manuel Gonzalez, AIA En AR 96730 go 8 Sang-Yub Lee, PE ta. 72328 Uj p h-- o � W - - - — __.. _ V Tom_ — — r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o rn W w 'Q - - - - - - - - - - - - - - - - - - - r -7. LU O O1 -- - - - - - - - - - - - - - - - - - - - - - - a rl GO oZ) o � 00 Q) , C) ¢ !j06 Z UJ ami o, ^ M � Cc CL Uj �- w I L1J un L_ C m Ln o Uj w I LOFT aC - d , Z p N i a- -j V n iu­ QN Q CL N z � C) oc I oCD`= I i ce j I ' Uj Uj - - - - I - LU ---------_ -_- _ - - - - - - - - - - - - - - - - - - LU - LU 12 .�t I �. /LU LLJ.m L - - - - - - - - - - - - -� 22" X 30" ' i- .::...... ........: ...... __._ ..._.. ._......_ ... ... ... .._. __: - - - __. ! I I s o ATTIC ACCESS �, I t, I I t f .J 0 o� c SNITCH I � ( tUj 5� � t �-+ C> � ( O WCA <C a - - -� \ Uj Uj UJ zoz I I W •et � cn �, I � � ( � N w aE Cap I -/ o l J cLU cn c BATH' T3Ui CD LU LU cn _ _ - - - - - - - - - - - - - - - p L - - - -- - - -- - - - LLQ _...._. LU LF_.t r�+ QLn Uj f mZ D p �co I p I W U) W C 0 iN g i i— p k I c wAm FE Uif Q z U_ L 0 Seo Z � Q SECOND FLOOR DIFFUSER LAYOUT � �W y SCALE: 1/4" = 1'- ' COASTAL ,� }- 2: � z Uj o C] Uj OFFICE COPY < Luj 0 ;O z h W Er- ca �o o DIFFUSER LEGEND � o �- LU V LU CO p "' _ ® SUPPLY 1 m 1 RETURN FMTEXHAUST FAN a v o t FOR REFERENCE ONLY SERIAL NUMBER 1014.0 TO THE BEST OF W W WIEDGE,THE DWN DMCM ON TM DR WMG MKO WITH THE APFLEW O M1H BOBD➢IG;` MDE M EFW AS OF DATE OF C6CTHiG M N BELOW. TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHII 1. INTEGRATE INSTALLATION OF WEATHt RESISTIVE c BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATWR HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER *onz RESISTIVE & lURUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & b � 2. SCORE & FOLD WEATHER RESISTIVE ERRIER ABOVE Y THROUGH FLASHING BARRIER TEMPMARILY SECJM O HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE SECURE WEATHER RESKMAE WEATHER R 973 'A. BARRIER NA R ABOVE HEA TO RESISTIVE EXTERIOR ALLOW FOR FLASHING �BARRIER SHEATHING M A ILLATION M a C) 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD o. !M ►TMIER TARE 6TT SILL PAN ED ='o FLASHING AND SEAL WITH WEATHER RESTIVE BARRIER TAPE ST 1/E 2. STALL HEAD FLASHING UNDER WEATHERce ISTIVE 2 Ovan G. Drummond, AIA ,O ' { (ASSEMBLED AR 96399 l Gonzalez, AIA 3. WEATHER RESISTIVE -nWIN ?W ) -� Manuel 96730 ' S SILL PAN PARRIER BACK: OMER 2 NG AW SUL NTH TAPE _ = Sang-Yub Lee, PE C) t: �T 0 z 72328 U_ t G. cj FLASHING u � a f t.. W a n DO NOT FLASH OIL a aK OVER BOTTOM o rn � -- co r CI NAILING FON © r o O I— 0 Q06 NOTES; Q V) cn c � u 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE -' w °; a > � � ' ( 6" Wim). C TO AAAA 771-47 ,�, L N �, E o ' o FLASHING 4 ��. LLA E . REMOVE WEATHER Rf SISTDJE BARRIER FROMTOP OF --- ¢ UJ © J W� ��W St PLATE. _..._ Uj o NOTES: 3.. INSTALL FLASHING IN AS SHOWN BY NUMBERS. U � to � c 0 CO oc w ;� 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYRE (MIN. 6 ) o p m Ln " CONFORMING TO AAMA 711-07 Q L N° 4. INSTALL FLASHING ASID WEATHER RESISTIVE WIDOWS TO BE INSTALLED � E 000 o BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 -- E N cnCL U ., 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS _ o , = z 3. MECHANICALLY FASTEN AS NECESSARY BJ dam. Dip O N GL uj= O DETAIL-EXT-1 TYPICAL SLIDING GLASS DOOR FLASHING EXT-2 TY ICAC. WINDOW FLASHING DETAIL N. " D3 N.T.S. NEXT-1) D N.T.S. (EXT-2) 0 o J OPTION -A cam - ce V — ' CD U) o 6TT FLASHING , a CONT. DRIP EDGE f LLACANT STRIP ACROSS DOOR HEAD TO DIVERT RAMI L PER PLANUj "" WALL PER PLANLLILU o SILL PLATE SEE NOTE #2 RAIN DRIP ' ,' REGLET o J 1' EXTERIOR o �'- aDOOR � 27 !w WALL SHEATHING EXTERIOR E 0 0 WITH WEATHER WINDOW (' RESISTIVE BARRIER U Qpe Q W » Z Z W'oZ NOTES: NOTE: LU Q. 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) �'m o CONFORMING TO AAMA 711-07 THIS DETAIL ONLY#PLIES AT EXTERIOR w z (n DOORS THAT HAMEMP 1011MEDIATE OVMANGS cn o (D 2. INSTALL SILL FLASHING AS SHOWN ABOVE MABOVE'PAEAW J=TAT NAVE A► AM THIN �j a WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY �' �.� � � 3. WEA � w Q in z � c o WATERPROONING AT EXTER"' IOR REXTE RI O lI N DOW � W N m _ R E I I N G Q R BEAM (E�T-6 HEAD ETAIL EXTLU -7ESTERIODRIP DET ►I L o z EXT 5 o (E _5) D3 N.T.S. (EXT-6) D N.T.S. (EXT-7) D3 N.T.S. a cn z ca fle- Mw W -< LU > O u, to .CIG U) UJ W Q(A = Ed U Cc 9 j Ca m W E W Q G W ,..., tt.11-- 2:•C> w U) LU z ". z44Z J Q cam.. Z UJ 15,—_0 Q �^ Go ,a a � wQ f ria LU, CZS qL-u-j C . > u- 0 n Q (� cri J P z = 0of p : � m ta = ro OLU Z = cn Q UJ � " � OFFICE COPY °aCLU Co moo © [HRIAL N M5E R 1014.1 TO TBE BBI OF W KNONAEDGE,THE DESIGN DIF CI®ON 7 DRAWING CONN.IES WITH THE ARLICABLE NMN KRLDDIG CODE IN EFFECT AS OF DATE OF CEMTMTMIN BELOW. E. `ALS V SET 0,IaROR 3" FROM SET MIRROR 3" ENO OFF BACK SPLASH MIRROR=VANITY -5" FROM INSIDE CORNER DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) - r CL FOR GAS DRYER ONLY m Ion , 11-211 ------ ---- r, %_ p COUNTERTOPS o DRYGR VENT (TYPICAL) ce- Q R 9673 36" HIGH X 0° GAS PIPE (TYPICAL) Uj RK GAS Olt ONLY (VANITY-5 ) MIRROR p ,- A , 0 o OUTLET BOX "�' Q 1/4" MIRROR DRYER VENT BOX- ED z z CENTER SIDEWAYS - ATTACH PER MFR. Q cn ISI.BACKSPLASH INSTRUCTIONS z'rn U 0� 1/2" RECESS DRYER VENT BOX- O Ovan G. Drummond, ALA► 0AR 96399 a � FOR MIRROR ATTACH PER MFR. Manuel Gonzalez, AIA = 2X4 HALF WALL UCTIONS AR 96730 M F-1 2 MIRROR TRIM 0 P.T. SILL PLATE N P.T. SILL PLATE Sang-Yub Lee, PE LL. p (IF SLAB ON GRADE) ,� (IF SLAB ON GRADE) 7232$ LU CABINET W J VANITY MRRQt INSTALLATION INSTRUCTIONS: (� p a, "' CA WITH PEDESTAL � o 00 © 1. MI TO BE GLUED TO WALL SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 0 ,. op `�' a ~ Z c0 F- 2. AT TMROOMS WITH MIRRO ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: � z w 3 Mt COR R TRIM WILL BE I�iSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, U ¢ M c a NOTE: BRACKETS REQUIRED IF OOT OM, OR REAR VENT LOCATIONS. °+ o i � C)UNTERTOP CANTILEVERS MORE THAN 10" 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED W o � N E i BEFORE NG ALL CLIPS) A ALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM � � � M � o n 12" */- TOP OF BACK SR INSIDE WALL COR IIERS. LENGTHS PER'MANUFACTURC-R'S SPECIFICATIONS. — _ � � LLLA Z 0. ado INT-1 � mYVEST BOX ONLY v TEST � C � � TI DETAIL I#T-2KITCHEN HALF WALL DETAIL LU D8 SCALE: 1/200 11 = 1'_011 (INT-1) SCALA: 1/2" = 1'-0" (INT-1) D8 KALA: 1/2" = 1'-0" (INT-3) E ` ( E= LU Q - E ¢ N y, TILE OR STONE ON 1/2" COMPARE ••� � o 03 HA ER D MANUFACTURERS o o R ER QN inn N � G.OD DPUMIP LOCATION Q IM OF TUB & ® N o J TOLL APPROVED TILE BACKER (REF ` a TO CONTRACT SPECIFICATIONS) pE WALL TILE REFER TO FLOOR UJI PLAN, VARIES - SEE PLANS ° 2X BLOCKING BETWEEN VARIES BY MODEL 1 ROW OF TILE STUDS (3 WALLS) ZZ 0 0 - 2X4 @ 16" O.C. , aJ CORNER SHELF cac VINYL LINER (3 WALLS) EXTENDED 5 a ry m UP WALLS (1) CERAMIC CORNER >- FLOOR TILE HELF AT 48�� A.F.F. 2X4 LEDGER LU Uj 12Z4 < 100% SILICONE SEALANT BETWEEN u 'L TILE BACKER AND WET BED x DROP IN TUB x o s- � 2" SHOWER DRAIN `�' `"�' `„ Cal < FLOOR TILE 2-2X4 THRESHOLD Q 2X4 CRIPPLES LU p /X 01 oo FLOODSTOP , , ue> oTILE AT DOOR a 2X4 TO BE P.T. SUPPORT UNDER © ` THRESHOLD J WHEN IN CONTACT TUB AS REQ BY Q eC a WALL TILE W/ Cakc. MANUFA TURER S. � a o ADJUSTABLE GAUGE COAT WETSED PLAN �6,, z a C% SHOWER DRAINW LU � 0 LINER SET IN SEALANT @ DROP LU I TUE► ETAI L o U 2" SHOWER DRAIN FLANGEWER ROOFING FELT FR-33 a = cD WTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE D SFNAPE VA►IRES BY 140DEL AS D� SCALE: 3/4" = 1'-O" (FR-33) SHOWER ELEVATION m °�° MARBLE TILE OPTIONS USED IN LIEU OF ARE SELECTED.AMIC WHEN ARBLE/ ARCHITECT NSWIELL AS PL JOSING, CB M O L. T� Ed LU �-4S CURB FRAMED TANARD SHOWESHLF CCATIONEn JINHJ R CCN FLOIT LU INT-4 $ 11 _ 11 INT-5 JOIST BELOW EXTEND TO a m D8 SCALE: 3/4" 11_0„ ( ) SCALE: 1/2 - 1 -0 ( ) \ti vi o z zBOTTOM OF FIR JOISTS. All, END POST TO PENETRATE L LOQR. ,. LU ~' z U LU FACE NAIL END POST TO C-1 ILO PE m o BLOCKING. 2x BLOCKING BETWEENz FLOOR TRUSS AGAINST FS END POST. ' c w cL C� Z SUB FLOOR. Uj moi\\\\\ / i�//// i� c■ r' Z i� /moi%����/ \\\\\C �Y /�i� it � � j/�i� /�i�i� o d p i,,� ` ( .4 % // /ice �i� H y/i I� i \ i 03 Ln Z "�.- '' - NAILS(TYP) / ' ' 1 � w ® z FLOOR TRUSS. ' C W c ` Qw iE CL z � o o Z W Q m Uj _ LU o L 2 W FR-34 HALF WALL TIE-IN DETAILLU LU OFFICE COPYU_j C13 D8 N .T.S. (FR-34) �•. c d : SERIAL. NUMBER 1014.1