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Home My WebLink About1038 W Duarte Rd #A-D - 2024 -&L @Cø# (E) (N) ANDANGLE ATCENTERLINEDIAMETER OR ROUNDPOUND OR NUMBER EXISTINGNEW ACOUS.A.D.ADJ. AGGR.AL.APPROX. ARCH.ASB.ASPH. ACOUSTICALAREA DRAINADJUSTABLE AGGREGATEALUMINUMAPPROXIMATE ARCHITECTURALASBESTOSASPHALT BD. BITUM.BLDG.BLK.BLKG. BM.BOT. BOARD BITUMINOUSBUILDINGBLOCKBLOCKING BEAMBOTTOM CAB. C.B.CEM.CER.C.I. G.G.CLG.CLKG.CLO. CLR.C.O.COL.CONC. CONN.CONSTR.CONT. CORR.CTSK.CNTR.CTR. CABINET CATCH BASINCEMENTCERAMICCAST IRON CORNER GUARDCEILINGCALKINGCLOSET CLEARCASED OPENINGCOLUMNCONCRETE CONNECTIONCONSTRUCTINCONTINUOUS CORRIDORCOUNTERSINKCOUNTERCENTER DBL. DEPT.D.F.DET.DIA. DIM.DISP. DN. D.O.DR.DWR.DS. D.S.P.DWG. DOUBLE DEPARTMENTDRINKING FOUNTAINDETAILDIAMETER DIMENSIONDISPENSER DOWN DOOR OPENINGDOORDRAWERDOWNSPOUT DRY STANDPIPEDRAWING EQ.EQPT. E.W.C.EXST.EXPO.EXP. EXT. EQUALEQUIPMENT ELECTRIC WATER COOLEREXISTINGEXPOSEDEXPANSION EXTERIOR F.A. F.B.F.D.FDN. F.E.F.E.C.F.H.C.FIN. FL.FLASH.FLOUR.F.O.C. F.O.F.F.O.S.FPRF.F.S. F.FTG.FURR.FUT. FIRE ALARM FLAT BARFLOOR DRAINFOUNDATION FIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE HOST CABINETFINISH FLOORFLASHINGFLUORESCENTFACE OF CONCRETE FACE OF FINISHFACE OF STUDSFIREPROOFFULL SIZE FOOT/ FEETFOOTINGFURRING FUTURE G.A. GALV. G.B.G.L.GND. GR.GYP. GAUGE GALVANIZED GRAB BARGLASSGROUND GRADEGYPSUM H.B.H.C.HDWD. HDWE.H.M.HORIZ.HR. HGT. HOSE BIBBHOLLOW COREHARDWOOD HARDWAREHOLLOW METALHORIZONTALHOUR HEIGHT I.D. I.F.INSUL.INT. INV. INSIDE DIAMETER INSIDE FACEINSULATIONINTERIOR INVERT JAN.J.H.JST. JT. JANITORJOIST HANGERJOIST JOINT MAX.M.C.MECH.MEMB. MET.MFR.MH.MIN. MIR.MISC. M.O.MTD.MUL. MAXIMUMMEDICINE CABINETMECHANICALMEMBRANE METALMANUFACTUREMANHOLEMINIMUN MIRRORMISCELLANEOU MASONRY OPENINGMOUNTEDMULLION N. N.I.C.NO.NOM. N.T.S. NORTH NOT IN CONTRACTNUMBERNOMINAL NOT TO SCALE SQ.S.ST. S.SK.STA.STD.STL. STOR.STR.STRL. SUSP.SYM. SQUARESTAINLESS STEEL SERCICE SINKSTATIONSTANDARDSTEEL STORAGESTRAIGHTSTRUCTURAL SUSPENDED SYMMETRICAL/ SYMBOL TRD.T.B.T.C. TEL.TER.T.&G.THK. T.P.T.P.D.T.V.T.W. TYP.T.O.PT.O.R. T.O.S. TREADTOWEL BARTOP OF CURB TELEPHONETERRAZZOTONGUE AND GROOVETHICK TOP OF PAVEMENTTOILET PAPER DISPENSETELEVISIONTOP OF WALL TYPICALTOP OF PLATETOP OF ROOF TOP OF SLAB/STEEL UNF.U.N.O.UR. UNFINISHEDUNLESS NOTED OTHERWISEURINAL VAC. V.C.T.VERT.VEST.V.G. V.I.F.V.L.V.R.V.T. V.T.R.V.W.C. VACUUM VERTICALVESTIBULEVESTIBULEVERTICAL GRAIN VERIFY IN FIELDVERIFY LOCATIONVERIFY REQUIREMENTVINYLTILE CENT THRU ROOFVINTL WALL COVERING EEA.E.J. EL.ELEC.ELEV.EMER. ENCL.E.P. EASTEACHEXPANSION JOINT ELEVATIONELECTRICALELEVATOREMERGENCY ENCLOSUREELECTRICAL PANELBOARD W.W/ W.C.WD. W.H.WIN.W/O WP.W.R.W.R.B.WSCT. WT. WESTWITHWATER CLOSETWOOD WATER HEATERWINDOWWITHOUT WATERPROOFWATER RESISTANTWATER RESISTIVE BARRIERWAINSCOT WEIGHT L Y YD. YES YARD VIEW DIRECTION INDICATOR SECTION REFERENCE.... ...DRAWING NUMBERSHEET NUMBER VIEW DIRECTION INDICATOR ELEVATION REFERENCE.... ...DRAWING NUMBERSHEET NUMBER ELEVATION REFERENCE.... ... DRAWING NUMBER SHEET NUMBER #WINDOW MARK #######WINDOW SIZE/TYPE ############## WINDOW SILL HT. WINDOW NOTES SEE WALL TYPE #######VIEW TITLE # VIEW NUMBER #######VIEW PORT SCALE NOTE CALL OUT# WORKING POINTCONTROL POINTDATUM POINT CUT LINE #DOOR MARK #######DOOR SIZE/TYPE #######DOOR NOTES CORRECTIONS DISHWASHERDW W/D WSHER/DRYERWWASHER D DRYER CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 1/8" = 1'-0" 9/14/2023 11:16:43 AM A00 Checker TITLE SHEET 4 UNITS MULTIFAMILY 1038 DUARTE RD ARCADIA CA 91007 - SYMBOLS & ABBREVIATIONS PROJECT DATAPROJECT DATA SEPARATE / DEFERRED SUBMITTALSEPARATE / DEFERRED SUBMITTAL SEPARATE APPLICATIONS & PERMITS BY OTHERSSEPARATE APPLICATIONS & PERMITS BY OTHERS • • • • • • • • FIRE SPRINKLER SYSTEMS OFF SITE IMPROVEMENTS & REPAIR EMERGENCY RESPONDER RADIO COVERAGE SOLAR PHOTOVOLTAIC SYSTEMS CO'ORD WITH ENERGY & STRUCTURAL PUBLIC UTILITY CONNECTIONS AND HOOKUP PREFABRICATED METAL STAIR SYSTEMS SECURITY SYSTEMS SIGNAGE & GRAPHICS APPLICABLE CODE APPLICABLE CODE SHEET INDEXSHEET INDEX VICINITY MAPVICINITY MAP 2022 CALIFORNIA RESIDENTIAL (CRC) 2022 CALIFORNIA ELECTRICAL (CEC) 2022 CALIFORNIA ENERGY CODE (ENS) 2022 CALIFORNIA MECHANICAL(CMC) 2022 CALIFORNIA PLUMBING (CPC) 2022 CALIFORNIA FIRE CODE(CFC) 2022 CALIFORNIA BUILDING CODE (CBC) 2022 ENERGY (ENS) WITH LOCAL ADMENDMENTS 2022 CALIFORNIA GREEN BUILDING STANDARD CODE AND CODES WITH LOCAL ADMENDMENTS 3D VIEW PROJECT TEAMPROJECT TEAM 01-ARCHITECTURAL A00 TITLE SHEET A-0.1 CALGREEN REQ. A-0.2 CALGREEN REQ. A-0.3 FIRE / SOUND WALL A-0.4 SCHEDULE A-1.0 SITE PLAN A-1.1 SURVEY A-2.0 1ST FLOOR PLAN A-2.1 2ND FLOOR PLAN A-2.2 3RD FLOOR PLAN A-2.3 ROOF PLAN A-3.0 1ST FLOOR UTILITY PLAN A-3.1 2ND FLOOR UTILITY PLAN A-3.2 3RD FLOOR UTILITY PLAN A-4.0 ELEVATIONS - BLDG 1 A-4.1 ELEVATIONS - BLDG 2 A-5.0 SECTIONS A-5.1 SECTIONS AD-1 ARCHITECTURAL DETAILS AD-2 ARCHITECTURAL DETAILS AD-3 ARCHITECTURAL DETAILS AD-4 ARCHITECTURAL DETAILS 02-STRUCTURAL S-1 FOUNDATION PLAN BUILDING 1 & 2 S-2 SECOND FLOOR FRAMING PLAN BUILDING 1 & 2 S-3 THIRD FLOOR FRAMING PLAN BUILDING 1 & 2 S-4 ROOF FRAMING PLAN BUILDING 1 & 2 SD-1 STRUCTURAL DETAILS SD-2 STRUCTURAL DETAILS SD-3 STRUCTURAL DETAILS SD-4 STRUCTURAL DETAILS SSW1 STEEL STRONG WALL SSW2 STEEL STRONG WALL 03-TITLE 24 A-T1 UNIT A TITLE 24 A-T2 UNIT A TITLE 24 A-T3 UNIT A TITLE 24 A-T4 UNIT A TITLE 24 B-T1 UNIT B TITLE 24 B-T2 UNIT B TITLE 24 B-T3 UNIT B TITLE 24 B-T4 UNIT B TITLE 24 C-T1 UNIT C TITLE 24 C-T2 UNIT C TITLE 24 C-T3 UNIT C TITLE 24 C-T4 UNIT C TITLE 24 D-T1 UNIT D TITLE 24 D-T2 UNIT D TITLE 24 D-T3 UNIT D TITLE 24 D-T4 UNIT D TITLE 24 04-CIVIL C-1 GRADING & DRAINAGE PLAN C-2 DEMOLITION & EROSION CONTROL PLAN 05- LANDSCAPE L-1 LANDSCAPE PLAN AND NOTES L-2 IRRIGATION PLAN AND NOTES L-3 DETAILS SHEET 1038 DUARTE RD, ARCADIA CA 91007 4 UNITS MULTI-FAMILY PROJECT DESCRIPTION:PROJECT ADDRESS: ZONING:LOT SIZE:ACCESSOR PARCEL NUMBER:EXISTING USE:PROPOSED USE: NUMBER OF STORY:DEMOLITION:OCCUPANCY GROUP:CONSTRUCTION TYPE:FIRE SPRINKLER: 4 UNITS CONDO1038 DUARTE RDARCADIA CA 91007R-3 (HIGH DENSITY)7,486 SF 5383-001-003SINGLE FAMILY RESIDENCE4 MULTI-FAMILY RESIDENCE(2 BUILDINGS) 3ALL EXISTING UNITSR-3/UV-BNFPA-13D LEGAL DESCRIPTION / DATA : CONSTRUCT 4 UNITS MULTIFAMILY RESIDENTIALS (2 DUPLEX, 3 STORIES), ALL EXISTING TO BE DEMOLISHED SCOPE OF WORK: PROJECT DATA: MAX BUILDING HEIGHT ALLOWABLE / REQUIRED PROPOSED 30'-0" / 33' TO T.O.R.33'-0" TO T.O.R. (3 STORIES) FRONT SETBACK SIDE SETBACKREAR SETBACK 25'-0" 5'-0" (AT GARAGE), 10'-0" ELSEWHERE10'-0" 25'-0" 5'-0" AT GARAGE. 10'10'-0" PARKING PER UNITGUEST PARKING 8 SPACES (2 PER UNIT)2 SPACES (1 PER 2 UNITS)8 SPACES (2 PER UNIT)2 SPACES (1 PER 2 UNITS) 10 SPACES REQUIRED 10 SPACES TOTAL BICYCLE PARKING 2 SPACES (0.2 PER UNIT / 2 MIN)2 SPACES PROVIDED PRIVATE OPEN SPACE 100 SF PER UNIT 400 SF (100 SF PER UNIT) DENSITY MIN: 3 (LOT AREA / 2200 SF)MAX: 5 (LOT AREA / 1,450 SF)4 UNITS PROPOSED 1ST FLR LIVING 53 54SF SF UNIT BUNIT A UNIT D TOTAL LIVING SQFT. OF ALL 4 UNITS:TOTAL LIVING SQFT. OF ALL 4 UNITS:5,077 SF 2ND FLR LIVING 670 648SF SF TOTAL LIVING 1,281 1,252SF SF BEDROOM / BATH 3BR / 3 BA PARKING PROVIDED:PARKING REQUIRED:22 22 22 3BR / 3 BA 3RD FLR LIVING 558 550SF SF 3BR / 3 BA 112 SF 640 SF 1,272 SF 520 SF 112 SF UNIT C 640 SF SF 22 3BR / 3 BA 520 SF 1,272 UNIT DATA / AREA BREAKDOWN OWNER: DESIGNER:DESIGNER: STRUCTURAL ENGINEER:STRUCTURAL ENGINEER: ENERGY CALCULATION CONSULTANT:ENERGY CALCULATION CONSULTANT: PDS STUDIO INCPDS STUDIO INC 711 S. FIRST AVE ARCADIA CA 91016 TEL: 626.524.2901 EMAIL: PCHAN@PDS-STUDIO.COM PERFECT DESIGN & ENGINEERING INC.PERFECT DESIGN & ENGINEERING INC. 2416 W. VALLEY BLVD. ALHAMBRA, CA 91803 TEL:626.289.8808 EMAIL: PERFECTAAA@AOL.COM LANDSCAPE ARCHITECTLANDSCAPE ARCHITECT DANTAN CORP.DANTAN CORP. 20548 VEJAR RD WALNUT, CA 91759 TEL: 909.598.8858 EMAIL: DANTANCORP@HOTMAIL.COM GEOTECHNICAL ENGINEER:GEOTECHNICAL ENGINEER: ENVIRONMENTAL GEOTECHNOLOGYENVIRONMENTAL GEOTECHNOLOGY LABORATORY, INC.LABORATORY, INC. 11819 GOLDRING ROAD, UNIT A ARCADIA, CA 91006 TEL: 626.263.3588 JING LI EMAIL: JING.LI.BOILERUP@GMAIL.COM JYCJYC 14315 HARVEST VALLEY AVE, EASTVALE, CA 92880 EMAIL: JENNYHYE@GMAIL.COM TEL: 951.317.6825 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 9/14/2023 11:16:46 AM A-0.1 Checker CALGREEN REQ. 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 9/14/2023 11:16:50 AM A-0.2 Checker CALGREEN REQ. 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - 1 HOUR FIRE RATED WALL 1 HOUR PARTY/DWELLING SEPARATION WALL FIRE WALL/CEILING LEGEND 1 HOUR RATED CEILING 1 HOUR RATED CEILING WITH QUITE ROCK FIRE / SOUND PLAN KEYNOTEFIRE / SOUND PLAN KEYNOTE 1 • • • • • ONE HR. FIRE-RESISTIVE CONSTRUCTIONONE HR. FIRE-RESISTIVE CONSTRUCTION PROVIDE 5/8" TYPE 'X' GYPSUM BOARD OR 7/8" STUCCO AT ALL GARAGE SIDE WALL SEPARATING HABITABLE SPACE PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ENTIRE GARAGE CEILING USABLE SPACE UNDER STAIRWAY PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT WALLS AND CEILING ON ALL WALLS AND CEILING AT WASHER/DRYER AND WATERHEATER. ONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8" GYP.BD. TYPE 'X' ON ALL WALLS, CEILING, POSTS, AND BEAMS ADJACENT TO OR SUPPORTING THE DWELLING. ONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8" GYP.BD. TYPE 'X' ON ALL WALLS AND CEILING OF WATER HEATER WHERE THE OCCUPANCY SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTING THE SEPARATION SHALL BE PROTECTED BY EQUIVALENT FIRE-RESISTIVE CONSTRUCTION ONE HR. FIRE&SOUND RESISTIVE DWELLING SEPARATION WALLONE HR. FIRE&SOUND RESISTIVE DWELLING SEPARATION WALL ALL PARTY WALL/CEILING NEEDS TO BE FIRE AND SOUND RESISTIVEALL PARTY WALL/CEILING NEEDS TO BE FIRE AND SOUND RESISTIVE •AT OCCUPANCY & DWELLING UNIT SEPARATION WALLS, INSTALL ACCOUSTIC SEALANT BETWEEN TERMINATION OF DRYWALL AND SUBFLOOR. THE ACCOUSTICAL SEALANT SHOULD BE 1/4-INCH MINIMUM TO 1/2-INCH THICK SOUND TRANSMISSION AT PARTY WALLS:SOUND TRANSMISSION AT PARTY WALLS: FCU FCU UNIT A UNIT D UNIT CUNIT B 1 AT CLG. 1 AT CLG. 1 1 1 1 1 AT CLG. 1 AT CLG. 1 1 1 2nd FLR LINE 2nd FLR LINE W/D PROJECTION MIN 30" FROM FF PROJECTIONMIN 30" FROM FF PROJECTIONMIN 30" FROM FF 1st FLR LINE 1st FLR LINE 1st FLR LINE 1st FLR ROOF BELOW UNIT A UNIT C UNIT DUNIT B 1 1 1 1 1 1 3 AD-4 2AD-4 TYP 3 AD-4 1st FLR LINE 1 W/D W/DW/D UNIT A UNIT D UNIT C 2nd FLOOR LINE 2nd FLOOR LINE 2nd FLOOR LINE +12"RAISEDPLATFORM UNIT B 1 1 1 3 AD-4 3AD-4 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: As indicated 9/14/2023 11:16:54 AM A-0.3 Checker FIRE / SOUND WALL 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - SCALE: 1/8" = 1'-0" 1ST FLOOR SCALE: 1/8" = 1'-0" 2ND FLOOR SCALE: 1/8" = 1'-0" 3RD FLOOR CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 9/14/2023 11:16:59 AM A-0.4 Checker SCHEDULE 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - Mark TYPE MARK LEVEL NO.ABBR.DOOR TYPE WIDTH HEIGHT U-VALUE SHGC.T.G. 101 01 1ST F.F.1 ENTRY ENTRY DOOR 2' - 10"7' - 0" 102 01 1ST F.F.1 ENTRY ENTRY DOOR 2' - 10"7' - 0" 103 01 1ST F.F.1 ENTRY ENTRY DOOR 2' - 10"7' - 0" 104 01 1ST F.F.1 ENTRY ENTRY DOOR 2' - 10"7' - 0" 105 02 1ST F.F.1 GD GARAGE DOOR 9' - 0"7' - 0" 106 02 1ST F.F.1 GD GARAGE DOOR 9' - 0"7' - 0" 107 03 1ST F.F.1 GD GARAGE DOOR 16' - 0"7' - 0" 108 03 1ST F.F.1 GD GARAGE DOOR 16' - 0"7' - 0" 109 03 1ST F.F.1 GD GARAGE DOOR 16' - 0"7' - 0" 110 04 1ST F.F.1 SC SINGLE FLUSH 2' - 8"7' - 0" 111 04 1ST F.F.1 SC SINGLE FLUSH 2' - 8"7' - 0" 112 04 1ST F.F.1 SC SINGLE FLUSH 2' - 8"7' - 0" 113 04 1ST F.F.1 SC SINGLE FLUSH 2' - 8"7' - 0" 201 05 2ND F.F.1 DBL DOUBLE PANEL 3' - 0"7' - 0" 202 06 2ND F.F.1 FD FRENCH (SINGL)3' - 0"7' - 0"0.3 0.23 TG 203 06 2ND F.F.1 FD FRENCH (SINGL)3' - 0"7' - 0"0.3 0.23 TG 204 07 2ND F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 205 07 2ND F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 206 05 2ND F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 207 05 2ND F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 208 07 2ND F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 209 07 2ND F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 210 05 2ND F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 211 05 2ND F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 212 07 2ND F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 213 05 2ND F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 214 08 2ND F.F.1 SL SLIDING PANEL 5' - 0"7' - 0" 215 08 2ND F.F.1 SL SLIDING PANEL 5' - 0"7' - 0" 216 08 2ND F.F.1 SL SLIDING PANEL 5' - 0"7' - 0" 301 05 3RD F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 302 07 3RD F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 303 07 3RD F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 304 05 3RD F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 305 07 3RD F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 306 07 3RD F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 307 07 3RD F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 308 07 3RD F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 309 05 3RD F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 310 05 3RD F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 311 05 3RD F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 312 07 3RD F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 313 07 3RD F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 314 05 3RD F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 315 05 3RD F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 316 07 3RD F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 317 07 3RD F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 318 07 3RD F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 319 05 3RD F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 320 07 3RD F.F.1 SGL.SINGLE PANEL 2' - 6"7' - 0" 321 09 3RD F.F.1 SL SLIDING PANEL 6' - 0"7' - 0" 322 09 3RD F.F.1 SL SLIDING PANEL 6' - 0"7' - 0" 323 09 3RD F.F.1 SL SLIDING PANEL 6' - 0"7' - 0" MARK TYPE MARK NO.ABBR.WINDOW TYPE WIDTH HEIGHT SILL HEIGHT HEAD HEIGHT UFACTOR SHGC TG ,E,F 01 A1 1 AW AWNING 2' - 0"2' - 0"5' - 6"7' - 6"0.3 0.23 TG 02 A1 1 AW AWNING 2' - 0"2' - 0"5' - 6"7' - 6"0.3 0.23 03 A1 1 AW AWNING 2' - 0"2' - 0"5' - 6"7' - 6"0.3 0.23 04 A1 1 AW AWNING 2' - 0"2' - 0"5' - 6"7' - 6"0.3 0.23 05 A1 1 AW AWNING 2' - 0"2' - 0"5' - 6"7' - 6"0.3 0.23 06 A1 1 AW AWNING 2' - 0"2' - 0"5' - 6"7' - 6"0.3 0.23 07 A2 1 AW AWNING 2' - 6"2' - 6"5' - 0"7' - 6"0.3 0.23 08 A3 1 AW AWNING 2' - 6"2' - 0"5' - 6"7' - 6"0.3 0.23 TG 09 A3 1 AW AWNING 2' - 6"2' - 0"5' - 6"7' - 6"0.3 0.23 10 A3 1 AW AWNING 2' - 6"2' - 0"5' - 6"7' - 6"0.3 0.23 11 A3 1 AW AWNING 2' - 6"2' - 0"5' - 6"7' - 6"0.3 0.23 12 A3 1 AW AWNING 2' - 6"2' - 0"5' - 6"7' - 6"0.3 0.23 13 A3 1 AW AWNING 2' - 6"2' - 0"5' - 6"7' - 6"0.3 0.23 14 A3 1 AW AWNING 2' - 6"2' - 0"5' - 6"7' - 6"0.3 0.23 15 A3 1 AW AWNING 2' - 6"2' - 0"5' - 6"7' - 6"0.3 0.23 16 A4 1 AW AWNING 4' - 0"2' - 0"5' - 6"7' - 6"0.3 0.23 17 A4 1 AW AWNING 4' - 0"2' - 0"5' - 6"7' - 6"0.3 0.23 18 C1 1 CS CASEM.2' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 19 C2 1 CS CASEM.2' - 6"4' - 6"3' - 0"7' - 6"0.3 0.23 E 20 C2 1 CS CASEM.2' - 6"4' - 6"3' - 0"7' - 6"0.3 0.23 E 21 C2 1 CS CASEM.2' - 6"4' - 6"3' - 0"7' - 6"0.3 0.23 E 22 C2 1 CS CASEM.2' - 6"4' - 6"3' - 0"7' - 6"0.3 0.23 E 23 C2 1 CS CASEM.2' - 6"4' - 6"3' - 0"7' - 6"0.3 0.23 TG 24 C2 1 CS CASEM.2' - 6"4' - 6"3' - 0"7' - 6"0.3 0.23 TG 25 C3 1 CS CASEM.3' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 E 26 C3 1 CS CASEM.3' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 E 27 C3 1 CS CASEM.3' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 E 28 C3 1 CS CASEM.3' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 E 29 C3 1 CS CASEM.3' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 E 30 C3 1 CS CASEM.3' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 E 31 F1 1 FX FIXED 2' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 32 F1 1 FX FIXED 2' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 33 F2 1 FX FIXED 1' - 6"4' - 6"3' - 0"7' - 6"0.3 0.23 TG 34 F2 1 FX FIXED 1' - 6"4' - 6"3' - 0"7' - 6"0.3 0.23 TG 35 F3 1 FX FIXED 2' - 0"2' - 0"5' - 6"7' - 6"0.3 0.23 36 F3 1 FX FIXED 2' - 0"2' - 0"5' - 6"7' - 6"0.3 0.23 37 F4 1 FX FIXED 2' - 0"7' - 0"0' - 0"7' - 0"0.3 0.23 TG 38 M1 1 3X FX MULLED 3X FX 9' - 0"3' - 0"4' - 6"7' - 6"0.3 0.23 39 M2 1 (M)CS O/FX MULLED CASEMENT OVER FIXED 3' - 0"5' - 6"2' - 0"7' - 6"0.3 0.23 E 40 M3 1 (M)FX+CS O/FX MULLED FIXED + CASEMENT OVER FIXED 6' - 0"5' - 6"2' - 0"7' - 6"0.3 0.23 41 M4 1 (M) FX+CS O/FX MULLED FIXED + CASEMENT OVER FIXED 7' - 0"5' - 6"2' - 0"7' - 6"0.3 0.23 TG 42 SH1 1 SH SINGLE HUNG 3' - 0"5' - 0"2' - 0"7' - 0"0.3 0.23 TG 43 S1 1 SL SLIDING 5' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 44 S1 1 SL SLIDING 5' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 45 S1 1 SL SLIDING 5' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 E 46 S1 1 SL SLIDING 5' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 TG 47 S1 1 SL SLIDING 5' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 E 48 S1 1 SL SLIDING 5' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 E 49 S2 1 SL SLIDING 6' - 0"4' - 6"3' - 0"7' - 6"0.3 0.23 50 S3 1 SL SLIDING 5' - 0"4' - 0"3' - 8"7' - 8"0.3 0.23 51 S3 1 SL SLIDING 5' - 0"4' - 0"3' - 8"7' - 8"0.3 0.23 52 S4 1 SL SLIDING 4' - 0"5' - 0"2' - 0"7' - 0"0.3 0.23 TG 53 S5 1 SL SLIDING (1)6' - 0"2' - 0"3' - 6"5' - 6"0.3 0.23 48",24" 54 S5 1 SL SLIDING (1)6' - 0"2' - 0"3' - 6"5' - 6"0.3 0.23 48",24" 55 S5 1 SL SLIDING (1)6' - 0"2' - 0"3' - 6"5' - 6"0.3 0.23 48",24" AW AWNING BD BARN DOOR CLST CLOSET CS CASEMENT CS O/FX CASEMENT OVER FIXED DBL DOUBLE E EGRESS F FROSTED GLASS FD FRENCH DOOR FX FIXED M MULLED OBSC OBSCURED PD POCKET DOOR SC SOLID CORE SGL SINGLE SH SINGLE HUNG SK SKYLIGHT SL SLIDER TG TEMPERED GLASS TRPL TRIPLE WINDOW SCHEDULE ABBREVIATIONS WINDOW NOTES: • • MILGARD TRINSIC VINYL WINDOW, COLOR: BLACK ALL WINDOWS AND GLASS DOOR WILL HAVE U-VALUE AND SHGC PER TITLE 24 DOOR SCHEDULE UNIT A UNIT B UNIT D UNIT C GUEST PARKING #1 20 ' - 0 " 11 ' - 1 0 " 20 ' - 1 0 " 20' - 0" 12 ' - 0 " UNIT A UNIT D UNIT C 20' - 11" 11' - 6" 20 ' - 2 " 3' - 4 " 3' - 8" 4' - 4 " 4' - 11" 1' - 0"9' - 0"1' - 6" 17' - 0"EX. SINGLE FAMILY HOME EX. SINGLE FAMILY HOME EX. DETACHED GARAGE EX . 2 - S T O R Y A P A R T M E N T B U I L D I N G EX . 2 - S T O R Y A P A R T M E N T B U I L D I N G 21' - 4"12' - 2" 4' - 0" 12' - 0"22' - 0" (1) SHORT TERM BIKE PARKING STALLS 1 2 15 2 2 16 2 42 4 14 2 5 2 5 2 12 8 8 9 6 10 13 13 UNIT B13 13 6 15 6' - 2" 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE GUEST PARKING #2 6" 25' - 2" 4 2 300 SFCOMMON OPEN SPACE 20' - 0"18' - 10" 2' - 0 " 10 ' - 3 " 3rd FLR LINE 2nd/3rd FLR LINE 2nd FLR LINE 2nd FLR LINE 3rd FLR LINE 2nd FLR LINE 3rd FLR LINE 2nd/3rd FLR LINE 2nd FLR LINE 3rd FLR LINE 2nd FLR LINE 2nd FLR LINE 3rd FLR LINE 2nd FLR LINE 3rd FLR LINE 38 ' - 0 " 38 ' - 0 " 6' - 2" 16 16 100 SFCOMMON OPEN SPACE 6 11 17 17 17 BACKFLOW DEVICE TO BE SCREENED W/ LANDSCAPE 11 ' - 5 " 12 (1)SHORT TERM BIKE PARKING STALLS 41 ' - 6 " 11 ' - 9 " FRONT SETBACK 25' - 0" 20 ' - 9 " 20 ' - 9 " 20' - 5"4' - 1"4' - 4" 11 ' - 5 " 9' - 2 " 4' - 2 " 3' - 8 1 / 4 " 3' - 1 0 " 5' - 0 " 4' - 3 " 5' - 0"20' - 5"3' - 6" 25' - 2" 13 ' - 3 1 / 2 " 10 ' - 2 1 / 2 " SID E Y A R D S B 10 ' - 0 " 11 ' - 8 1 / 2 " 11 ' - 1 1 1 / 4 " 10 ' - 0 " 10 ' - 3 1 / 2 " 5' - 2 1 / 2 " ( 5 ' M I N . ) SID E Y A R D S B 5' - 5 " ( 5 ' M I N ) (A T G A R A G E ) (A T G A R A G E ) REAR YARD 10' - 0" REAR YARD 10' - 0" 5' - 2 1 / 2 " 60 . 0 0 ' 123.00' 60 . 0 0 ' 123.00' SIDE SETBACK SIDE SETBACK SIDE SETBACK SIDE SETBACK FR O N T S E T B A C K FR O N T S E T B A C K RE A R S E T B A C K RE A R S E T B A C K SIDE SETBACK (5'MIN) AT GARAGE SIDE SETBACK 15 0 0 S F FR O N T Y A R D A R E A LANDSCAPED AREA HARDSCAPE / LANDSCAPE CALCULATION FRONT YARD AREA:MIN. LANDSCAPE AREA AT FRONT (60%): PROPOSED LANDSCAPED AREA AT FRONT: 1,500 SF900 SF 922.5 SF 1 CONSTRUCT NEW DRIVEWAY APPROACH PER CITY STANDARD 2 LANDSCAPE AREA 4 PEDESTRIAN WALKWAY WITH INTERLOCKING PAVERS 5 LAWN AREA 6 6'H WOOD FENCE, STAINED BROWN 8 NEW 6'HT CONC. BLOCK WALL, STUCCOED TAN TO MATCH BLDG. 9 SCORED CONCRETE SURFACE 10 6'H GATE AT SIDEYARD, COLOR, BROWN 11 TRASH BIN FOR UNIT A,B 12 SHORT TERM BICYCLE PARKING (2'x6') WITH 5' CLEARANCE 13 BUILDING OVERHANG 14 TRANSFORMER 15 COMMON OPEN SPACE 16 INTERLOCKING PAVERS AT COMMON AREA 17 24" HEIGHT GARDEN WALL A. B. C. D. E. F. G. H. ALL NEW CONSTRUCTION REQUIRES RESIDENTIAL FIRE SPRINKLERS, FIRE SPRINKLER DESIGN AND INSTALLATION SHALL BE ACCORDINGLY TO THE STANDARDS APPROVED BY THE FIRE DEPARTMENT. PLANS SHALL BE SUBMITTED DIRECTLY TO THE FIRE DEPARTMENT FOR REVIEW AND FOR THE REQUIRED PERMITS PRIOR TO CONSTRUCTION OR INSPECTIONS.ALL CONCRETE BLOCK WALL FENCE SHALL BE SUBMITTED UNDER SEPARATE PERMIT.PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION, REMODELING AND DEMOLITION ACTIVITIES. SIGN SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC. BARRIERS SHALL BE CONSTRUCTED FOR CBC 3306.6. COVERED WALKWAYS SHALL COMPLY WITH CBC 3306.7TREE PROTECTION NOTES: FOR EXISTING TREES TO REMAIN ON SITE, NO DAMAGE ALLOWED TO CANOPY OR ROOT SYSTEMS, PROTECTIVE FENCING AS NECESSARY, AND TREES ARE TO BE DEEP- WATERED 1-2 TIMES PER MONTH OR AS PER REQUIRED TO KEEP THEM HEALTHY UNTIL IRRIGATION IS INSTALLED.CONDITIONAL USE PERMIT (CUP) REQUIRED FOR PROJECT LANDSCAPING REQUIRED (LANDSCAPING MUST BE PROVIDED AND MAINTAINED THROUGHOUT REQUIRED SETBACKS, IN UNIMPROVED CITY RIGHT-OF-WAY ADJACENT TO THE PROPERTY AND OTHER AREAS VISIBLE FROM A PUBLIC RIGHT OF WAY WHERE NOT USED FOR ACCESS. LANDSCAPING MUST CONSIST OF AN EFFECTIVE COMBINATION OF TREES, GROUND COVER AND SHRUBBERY. ALL LANDSCAPED AREAS MUST HAVE A PERMANENT AUTOMATED UNDERGROUND FULL COVERAGE IRRIGATION SYSTEM REMOVE AND REPLACE THE EXISTING CURB, GUTTER, AND SIDEWALK FROM PROPERTY LINE TO PROPERTY LINE, PER CITY STANDARDS INSTALL NEW DRIVEWAY APPROACH, PER CITY STANDARDS.. NOTES: SCALE: 3/16" = 1'-0" SITE PLANN CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: As indicated 9/14/2023 11:17:08 AM A-1.0 Checker SITE PLAN 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - SITE PLAN KEYNOTESLANDSCAPE CALCULATION ••NO TRASH ENCLOSURE REQUIRED FOR PROJECTS WITH NO TRASH ENCLOSURE REQUIRED FOR PROJECTS WITH 4 OR LESS UNITS4 OR LESS UNITS TRASH ENCLOSURE NOTES: DU A R T E R D CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 3/16" = 1'-0" 9/14/2023 11:17:13 AM A-1.1 Checker SURVEY 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - SCALE: 3/16" = 1'-0" SURVEY 2 A-5.0 6 A-5.1 3 A-5.1 4 A-5.1 5 A-5.1 UNIT A UNIT B 12' - 0"2' - 10"19' - 2" 38 ' - 0 " 1' - 6 " 11 ' - 1 0 " 24 ' - 8 " 25 ' - 0 " 9' - 2 " 3' - 1 0 " 20' - 11" 2-CAR GARAGE UNIT A UNIT B 2-CAR GARAGE 3' - 1 0 " 21' - 8" 20 ' - 2 " 4' - 2"4' - 5" 5' - 4" UNIT C FCU 20' - 0" 2nd FLR LINE 2nd FLR LINE 38 ' - 0 " 40' - 2" 2' - 1 " 8' - 1 1 / 2 " 14 ' - 9 1 / 2 " 4' - 0" 6' - 2"1' - 7"16' - 9"10"6' - 10" 9' - 1"6' - 2" 1059' - 0"X 7' - 0"GD 10 6 9' - 0 " X 7 ' - 0 " GD 10 7 16 ' - 0 " X 7 ' - 0 " GD 101 2' - 10"X 7' - 0"ENTRY 102 2' - 10"X 7' - 0"ENTRY 110 2' - 8"X 7' - 0"SC 1112' - 8"X 7' - 0"SC 37 2' - 0"x 7' - 0" FXSILL HT: 0' - 0" TG 42 3' - 0"x 5' - 0" SHSILL HT: 2' - 0" TG 6 6 UP UP UP UP 15 1 A-5.0 52 4' - 0"x 5' - 0" SLSILL HT: 2' - 0" TG 6' - 2" UNIT C UNIT D 2-CAR GARAGE 2-CAR GARAGE UNIT D FCU 6 15 1032' - 10"X 7' - 0"ENTRY1122' - 8"X 7' - 0"SC 6 1132' - 8"X 7' - 0"SC 104 2' - 10"X 7' - 0"ENTRY 10 9 16' - 0 " X 7 ' - 0 " GD 10 8 16' - 0 " X 7 ' - 0 " GD 5' - 0"20' - 5"4' - 1"4' - 4" 20 ' - 9 " 20 ' - 9 " 3' - 1 1 / 2 " 28' - 10" 11 ' - 5 " 2' - 4 " 11 ' - 0 " 9' - 1 " 7' - 8 " 11 ' - 5 " 30 ' - 1 " 23' - 11"4' - 11" 20 ' - 9 " 20 ' - 9 " 3' - 1 1 / 2 " 11 ' - 1 0 " 20 ' - 1 0 " 3' - 1 0 " 41 ' - 6 " 11 ' - 5 " 5' - 6 " 3' - 8 " 4' - 2 " 3' - 8 " 3' - 1 0 " 5' - 0 " 4' - 3 " 4' - 1"4' - 4" 8' - 5" 20' - 11"4' - 0" 1' - 3 " SDCM SDCM SDCM SDCM 4' - 8 " 6' - 4 " 7' - 0 " 7' - 0 " 5' - 7 " 4' - 2 " 2' - 6"2' - 6"20' - 5"3' - 6"4' - 11" 20 ' - 0 " 20' - 0" 20 ' - 0 " 20' - 0" 11 ' - 0 " 20 ' - 0 " 11' - 6" WALL LEGEND 2X6 OR LARGER STUD WALL 2X4 STUD WALL 1-HR FIRE-RESISTIVE WALL 8" CMU WALL FLOOR PLAN NOTES 1. 2.3. ALL WINDOWS HAVE A U-FACTOR & SHGC AS SHOWN PER CF-1R, MF-1R SHEETS OF ENERGY CALCULATIONSSEE WINDOW/DOOR SCHEDULEATTACHMENT OF EXTERIOR DECKS TO EXTERIOR WALLS SHALL BE INSPECTED PRIOR TO COVERING FLOOR PLAN KEYNOTES 1 2 3 5 10 11 12 13 14 15 TANKLESS HEATER 95% ENERGY FACTOR, PROVIDE P&T VALVE AND DRAIN TO OUTSIDE. OR 3" DIA. X 48" BARRIER POST DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) STAIR HANDRAIL - 34" TO 38" HIGH FROM TREAD. 42" MIN BALUSTER GUARD HANDRAIL. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM WALKING SURFACE TO REQUIRED GUARD HEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4 INCHES IN DIAMETER 6 PROVIDE A 1 3/8" THICK DOOR, SELF-CLOSING AND SELF-LATCHING DOOR WITH 20 MIN. S-RATING AND TIGHT FITTING 7 STRAIGHT OPENING 8 CABINETS OR SHELVES 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER UNIT AND A NEARBY POSITIVE MEANS OF DISCONECT AND 120 VOLT RECEPTACLE. EXTERIOR PADS SUPPORTING COMPRESSOR/CONDENSER/WATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADE. [MC909.3;PC 510.6] EXTERIOR FINISH ON EXTERIOR WALLS, SEE ELEVATION,APPROVED BUILDING PAPER UNDER EXTERIOR FINISHES. THREE LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL WOOD BASE SHEATHING. WALL COVERING OF SHOWER OR TUBS CEMENT, FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER-REINFORCED GYMPSUM BACKERS SHALL BE USED AS A BASE FOR WALL TILE IN TUBS AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE SAFETY GLAZING, CATEGORY II. SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ. IN. OF FLOOR AREA, AND ENCOMPASS 30 INCH DIAMETER CIRCLE. SAFETY GLAZING/TEMPERED GLASS (SEE DOOR/WINDOW TAGS FOR "T.G.")ALL GLAZING IN HAZARDOUS LOCATIONS MUST BE IDENTIFIED BY A LABEL (PERMANENT IF TEMPERED ) AS SAFETY GLAZING. [2406]. HAZARDOUS LOCATIONS ARE IDENTIFIED AS FOLLOW: GLAZING IN ALL DOORS, GLAZING IN BATH AND SHOWER ENCLOSURES, GLAZING WITHIN A 24" ARC OF A DOOR EDGE, PANELS OVER 9 SQUARE FEET HAVING THE LOWEST EDGE LESS THAN 18" ABOVE THE FINISH , FLOOR AND HAVING A TOP EDGE GREATER THAN 36" ABOVE THE FLOOR, GLAZING 5'-0" FROM TOP OR BOTTOM OF STAIRWAYS WITH BOTTOM EDGE LESS THAN 60" ABOVE WALKING SURFACE, WARDROBE DOORS. •• • STAIR MINIMUM 36" WIDE STAIRWAY AND LANDINGSTHE LARGEST RISE OR RUN IN A FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8", HEADROOM OVER STAIRS TO HAVE 6'-8" MIN FROM NOSING OF TREAD. 16 VENTILATION DEVICE MUST BE VENTED TO THE OUTSIDE WITH EITHER INTERMITTENT (KITCHEN ≥ 100 CFM, BATHROOM ≥ 50 CFM, WITH HUMIDSTAT OR CONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE 150(o)] 18 NO FIREPLACE PROVIDED 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY FAN 66 CFM MIN.LOCATION AT 3RD FLOOR 20 FIRE BLOCKING IS REQUIRED IN CONCEALED SPACES 10' O.C. HORIZONTAL AND VERTICALLY AT THE CEILING AND FLOOR LEVELS, CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES, CONCEALED SPACES BETWEEN STAIR AND LANDING, OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES WIRES, CHIMNEYS AND FIREPLACE SHAFT MUST HAVE 1-HOUR FIRE RATED WALLS 21 A DRYER COMPARTMENT SHALL BE PROVIDED WITH A MIUIMUM OPENING OF 100 SQUARE INCHES FOR MAKEUP AIR IN THE DOOR OR BY OTHER APPROVED MEANS. [CMC 504.3.2], WATER PROOF MATERIALENDURO PRODUCTS, INC. ICC-ESR- 2245, ENDURA-KOTE TOTAL SYSTEM MIN 1/4" THICK OVER 1/16" THICK MIN TEXTURE & COLOR COAT OVER 1/16" THICK MIN. 2ND COAT. OVER 1/8" THK. MIN. 1ST COAT, AND OVER 2.5 POUND PER SQUARE YARD GAL VANIZED METAL LATH OVER PLYWOOD ROOF SHEATING (TYP.) 22 23 PROVIDE 30"X30" ATTIC ACCESS, MIN 30"HT HEADROOM CLEARANCE PROVIDE HOOD VENT TO OUTSIDE AIR AT KITCHEN & DRYER. EXHAUST DUCT- 4" DIAMETER EXHAUST FOR DRYER. 6" DIAMETER EXHAUST FOR KITCHEN. LIMITED TO 14' AND 2 ELBOWS. REDUCE 2' FOR EVERY ELBOW IN EXCESS OF 2. DRYER VENT TO BE SMOOTH WALL METAL WITHOUT SCREW CONNECTIONS (CMC504.3.1.1), LOCAL EXHAUST VENTILATION ABOVE COOKING APPLIANCES SHALL HAVE A MAX RATING OF 3 SONES @ 100 CFM. (CMC 504.2 & ASHRAE 62.2 TYP.) • • • •• • 120 V ELECTRICAL RECEPTACLE THAT IS WITHIN 3FT OF WATER HEATER AND ACCESSIBLE TO WATER HEATER WITH NO OBSTRUCTIONCATEGORY III OR IV VENT, OR A TYPE B VENT W/ STRAIGHT PIPE BETW. THEOUTSIDE TERMINATION AND SPACE WHERE WATER HEATER IS INSTALLEDCONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANT GAS SUPPLY LINE W/ CAPACITY OF AT LEAST 200,000 BTU/HR TO WATER HEATERTANKLESS WATER HEATER TO BE MOUNTED AND ELEVATED TO BE PROTECTED FROM VEHICLE DAMAGE (CMC 308.1, CPC 507.13 & 1208.6.1) - 36" MIN ABOVE F.F.IT MUST BE UL APPROVED / THIRD PARTY 24 FURNACE AT ATTIC SEE 3RD FLOOR PLAN AND ENERGY REPORT FOR SPEC 25 DECK DRAIN / OVERFLOW: PROVIDE MIN 2% SLOPE AND WATERPROOFING AT DECK/BALCONY . INLET FLOW LINE OF OVERFLOW DRAIN SHAL BE 2" ABOVE LOW POINT OF DECK. DETAIL 26 DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MINIMUM SHEET METAL AND SHALL HAVE NO OPENING INTO THE GARAGE - PER SECTION 406.4.4.3 27 MIN. 1" (INSIDE DIAMETER) LISTED RACEWAY TO ACCOMODATE 208/240 VOLT BRANCH CIRCUIT). ONE FOR EACH PARKING SPACE 28 PENTRATIONS OF ELECTICAL OUTLET BOXES IN COMMON WALLS BETWEEN DWELLING UNITS, SHALL BE PROTECTED (CRC R302.4) DAMPER REQUIRE FOR PENTATION OF ONE-HOUR FIRE RATED SEAPARATION WALL 29 FOR ALL GAS APPLIANCES AND METERS: PROVIDE PROTECTION FROM AUTO IMPACT. GAS METER AND APPLIANCES IN GARAGE, ADJACENET SPACES OPENING INTO THE GARAGE OR OTHER LOCATIONS SHALL BE PROTECTED FROM VEHICLE DAMAGE ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND SOFFITS PROTECTED BY 5/8" TYPE 'X' GYP BD. GENERAL FINISH NOTES: • • •• OUTLETS IN DWELLING UNIT SEPARATION WALLS SHALL HAVE ACOUSTIC PADS COMPLETELY SURROUNDING THE BOX AND WIRE HOLESOUTLETS FOR ANTENNA, PHONE & ELECTRICAL SHALL HAVE A 1/4-INCH ACOUSTIC SEALANT AROUND THE BOX TO THE DRYWALLSTC RATINGS FOR WALLS, FLOORS AND CEILING ASSEMBLIES:UL & GA FILE STC RATINGS ARE TESTED IN CONTROLLED LABORATORY ENVIRONMENT SIMULATING A PERFECT CONSTRUCTION CONDITIONS. FLOOR PLAN LEGENDS HARD WIRE SMOKE DETECTOR w/ battery backup & low battery signal, sd shall sound an alarm in all sleeping areas of the dwelling unit which they are located CARBON MONOXIDE CAST IRON 30"x TUB/SHOWER COMBINATION w/ drain as shown - wall covering shall be cement plaster, tile or approved equal, 70" above the drain at the shower or tub/shower combo, provide shatter-resistant materials for tub/shower enclosure SHOWER STALL Glass enclosure doors and panels must be labeled category ii, swing the door outward, net area of receptor shall not be less than shatter-resistant materials for tub/shower enclosure WASHER / DRYER REFRIGERATOR a 30" wd./ 72" ht refrigerator space with water line provided 30" STOVE, w/ 30" clearance with proper ventilation to outside air (100 cfm min.) 24" WIDE DISHWASHER WATER CLOSET (1.2 GALLONS PER FLUSH MAX)24" clear in front and 30" min wide compartment ATTIC FURNACE AND PASSAGEWAY- 30"X30" attic access. 24" wide of solid continuous flooring from scuttle to equipment and it's control. 20' max of passageway W/D REF DW • • QUIET EXHAUST FAN w/ min. 5 air exchanges per hourFan shall be energy compliant and be conducted to terminate to the outside of the buildingFans, not functioning as component of a whole house ventilation, must be controlled by a humidity control EXIT SIGN: Shall be connected to an emergency power system that will provide an illumination of not less than 90min. In case of primary power loss CM SD WALL-MOUNTED LAVATORY STAINLESS STEEL, UNDER MOUNT KITCHEN SINK 17 LANDING, WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 36 INCHES, WILL BE PROVIDED ON EACH SIDE OF DOORS. THE ELEVATION OF LANDING SHALL NOT EXCEED 1 1/2 INCH DIFFERENCE THAN THE THRESHOLD OF THE DOORWAY (7.75 INCH IF DOOR DOES NOT SWING OVER LANDING OR STEPS) [CRC R311.3] LANDING AT EGRESS DOOR SHALL NOT BE MORE THAN 0.5" LOWER THAN TOP OF THRESHOLD GARAGE FLOORS SHALL BE OF NONCOMBUSTIBLE MATERIAL. THE AREA OF THE FLOOR USED FOR PARKING OF VEHICLES SHALL BE SLOPED TO DRAIN TOWARD THE MAIN VEHICLE ENTRY DOOR PARTY / DWELLING WALL 1-HOUR RATED (SEE SHEET FIRE/SOUND WALL) CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 1/4" = 1'-0" 9/14/2023 11:17:19 AM A-2.0 Checker 1ST FLOOR PLAN 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" 1ST FLOOR PLANN 2 A-5.0 6 A-5.1 3 A-5.1 4 A-5.1 5 A-5.1 UNIT B LIVING UNIT A25 ' - 0 " 13 ' - 0 " DINING LIVING DINING 22 ' - 0 " KITCHEN UNIT D DINING LIVING DINING LIVING KITCHEN UNIT C 6' - 9"11" 39' - 10" REF 6' - 2" W/D PROJECTION MIN 30" FROM FF PROJECTION MIN 30" FROM FF PROJECTIONMIN 30" FROM FF W/D 6' - 5" W/D KITCHEN CL O S E T # 1 REF 02 2' - 0"x 2' - 0" AWSILL HT: 5' - 6" 43 5' - 0"x 4' - 6" SLSILL HT: 3' - 0" 09 2' - 6"x 2' - 0" AWSILL HT: 5' - 6" 44 5' - 0"x 4' - 6" SLSILL HT: 3' - 0" 21 2' - 6"x 4' - 6" CSSILL HT: 3' - 0" E 22 2' - 6"x 4' - 6" CSSILL HT: 3' - 0" E 49 6' - 0"x 4' - 6" SLSILL HT: 3' - 0" 53 6' - 0"x 2' - 0" SLSILL HT: 3' - 6" 48",24" 39 3' - 0"x 5' - 6" (M)CS O/FXSILL HT: 2' - 0" E 46 5' - 0"x 4' - 6" SLSILL HT: 3' - 0" TG 1st FLR LINE 1st FLR LINE 1st FLR LINE 1st FLR LINE 1ST FLR ROOF BELOW 1st FLR AWNING BELOW 12' - 4"11' - 4"8' - 6" 3' - 1 0 " 11 ' - 4 " 22 ' - 1 0 " 2042' - 6"X 7' - 0"SGL. 2052' - 6"X 7' - 0"SGL. 2145' - 0"X 7' - 0"SL 206 2' - 8"X 7' - 0"SGL. 207 2' - 8"X 7' - 0"SGL. 208 2' - 6"X 7' - 0"SGL. 201 3' - 0"X 7' - 0"DBL 41 7' - 0 " x 5 ' - 6 " ( M ) F X + C S O / F X SI L L H T : 2 ' - 0 " TG 38 9' - 0"x 3' - 0" 3X FXSILL HT: 4' - 6" BATH #1 9" 3' - 1 " 2' - 0 " 7' - 6 " 4' - 1 1 " 6' - 8 " 13 ' - 1 " 38 ' - 0 " 9' - 6"3' - 4"12' - 4"7' - 0" 11 ' - 4 " 13 ' - 6 " 9' - 4 " 4' - 0 " 11 ' - 2 " 18 ' - 8 " 4' - 2 " 1' - 0 " 6' - 9"2' - 6"12' - 4"3' - 8"14' - 7" 15' - 2"3' - 8"14' - 7" 15 ' - 2 " 3' - 4 " 11 ' - 6 " 3' - 1 0 " 3' - 8 " 1' - 6 " 6' - 0 " 5' - 6 " 8' - 0 " 2' - 0 " 3' - 4 " 10 ' - 6 " 2' - 8 " 5' - 6"13' - 6" 3' - 0" 9' - 2 " 8' - 1 0 " 2' - 5 1 / 2 " 9' - 0 1 / 4 " 15 ' - 1 1 3 / 4 " 32' - 2" 5' - 10"6' - 6"5' - 8"5' - 8"2' - 11"5' - 7" 6"2' - 11"2' - 9"10' - 9"18' - 7"2' - 3 1/2" 16 16 16 16 16 16 UP UP UP UP 3' - 6 " 11 ' - 8 " 1 A-5.0 BEDRM. #1 BATH #1 BEDRM. #1 BEDRM. #1 BEDRM. #1 BATH #1 CLOSET #1 11' - 4" 8"8" 5' - 2"5' - 2" 31 2' - 0"x 4' - 6" FXSILL HT: 3' - 0" 32 2' - 0"x 4' - 6" FXSILL HT: 3' - 0" 18 2' - 0"x 4' - 6" CSSILL HT: 3' - 0" W/D CL O S E T # 1 BATH #1 KITCHEN 16 CL O S E T # 1 16 19 ' - 1 0 1 / 2 " 19 ' - 1 0 1 / 2 " 3.0:12 3. 0 : 1 2 3.0:12 209 2' - 6"X 7' - 0"SGL. 25 3' - 0"x 4' - 6" CSSILL HT: 3' - 0" E 2155' - 0"X 7' - 0"SL 50 5' - 0"x 4' - 0" SLSILL HT: 3' - 8" 210 2' - 8"X 7' - 0"SGL. 33 1' - 6"x 4' - 6" FXSILL HT: 3' - 0" TG 202 3' - 0"X 7' - 0"FD TG 54 6' - 0"x 2' - 0" SLSILL HT: 3' - 6" 48",24" 16 4' - 0"x 2' - 0" AWSILL HT: 5' - 6" 51 5' - 0"x 4' - 0" SLSILL HT: 3' - 8" 17 4' - 0"x 2' - 0" AWSILL HT: 5' - 6" 2165' - 0"X 7' - 0"SL 2112' - 8"X 7' - 0"SGL. 34 1' - 6"x 4' - 6" FXSILL HT: 3' - 0" TG 2122' - 6"X 7' - 0"SGL. 2033' - 0"X 7' - 0"FD TG 26 3' - 0"x 4' - 6" CSSILL HT: 3' - 0" E 55 6' - 0"x 2' - 0" SLSILL HT: 3' - 6" 48",24" 2' - 6"3' - 6"7' - 4"7' - 8"12' - 10"1' - 6" 8' - 1 0 1 / 2 " 11 ' - 0 " 11 ' - 0 " 8' - 1 0 1 / 2 " 39 ' - 9 " 1' - 6"7' - 2"24' - 2"2' - 6" 33' - 10" 1' - 1 0 1 / 2 " 1' - 1 " 10 ' - 8 " 6' - 3 " 6' - 3 " 10 ' - 8 " 1' - 1 " 1' - 1 0 1 / 2 " 39 ' - 9 " 1' - 6"7' - 2"24' - 2"2' - 6" 35' - 4" 3' - 9"3' - 5"16' - 9"9' - 11" 1' - 1 " 5' - 4 " 5' - 4 " 6' - 3 " 6' - 3 " 5' - 4 " 5' - 4 " 2' - 1 1 1 / 2 " 3' - 6"20' - 2"7' - 8" 3' - 1 " 5' - 1 1 1 / 2 " 10 ' - 1 0 " 10 ' - 6 " 6' - 3 1 / 2 " 3' - 1 " 10' - 6"2' - 4"6' - 8"3' - 10"10' - 6" 12 ' - 8 1 / 2 " 7' - 2 " 6' - 1 0 " 13 ' - 0 1 / 2 " 2' - 4 1 / 2 " 11 ' - 0 " 7' - 0 " 7' - 0 " 11 ' - 0 " 3' - 9"3' - 5"16' - 9"9' - 11" 16 ' - 2 1 / 2 " 3' - 8 " 3' - 8 " 16 ' - 2 1 / 2 " 9' - 0 1 / 2 " 3' - 8 " 7' - 2 " 6' - 1 0 " 3' - 8 " 9' - 4 1 / 2 " 10' - 6"2' - 4"6' - 8"3' - 10"10' - 6" SD SD SDCM SDCM SD SD SD CM SD CM DW DW DW DW OPEN SHELVES UNDERSTAIRS DRYWALL OVER DECORATIVE WINDOW 2132' - 8"X 7' - 0"SGL. 5 5 21 10 AD-1 WALL LEGEND 2X6 OR LARGER STUD WALL 2X4 STUD WALL 1-HR FIRE-RESISTIVE WALL 8" CMU WALL FLOOR PLAN NOTES 1. 2.3. ALL WINDOWS HAVE A U-FACTOR & SHGC AS SHOWN PER CF-1R, MF-1R SHEETS OF ENERGY CALCULATIONSSEE WINDOW/DOOR SCHEDULEATTACHMENT OF EXTERIOR DECKS TO EXTERIOR WALLS SHALL BE INSPECTED PRIOR TO COVERING FLOOR PLAN KEYNOTES 1 2 3 5 10 11 12 13 14 15 TANKLESS HEATER 95% ENERGY FACTOR, PROVIDE P&T VALVE AND DRAIN TO OUTSIDE. OR 3" DIA. X 48" BARRIER POST DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) STAIR HANDRAIL - 34" TO 38" HIGH FROM TREAD. 42" MIN BALUSTER GUARD HANDRAIL. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM WALKING SURFACE TO REQUIRED GUARD HEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4 INCHES IN DIAMETER 6 PROVIDE A 1 3/8" THICK DOOR, SELF-CLOSING AND SELF-LATCHING DOOR WITH 20 MIN. S-RATING AND TIGHT FITTING 7 STRAIGHT OPENING 8 CABINETS OR SHELVES 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER UNIT AND A NEARBY POSITIVE MEANS OF DISCONECT AND 120 VOLT RECEPTACLE. EXTERIOR PADS SUPPORTING COMPRESSOR/CONDENSER/WATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADE. [MC909.3;PC 510.6] EXTERIOR FINISH ON EXTERIOR WALLS, SEE ELEVATION, APPROVED BUILDING PAPER UNDER EXTERIOR FINISHES. THREE LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL WOOD BASE SHEATHING. WALL COVERING OF SHOWER OR TUBS CEMENT, FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER-REINFORCED GYMPSUM BACKERS SHALL BE USED AS A BASE FOR WALL TILE IN TUBS AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE SAFETY GLAZING, CATEGORY II. SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ. IN. OF FLOOR AREA, AND ENCOMPASS 30 INCH DIAMETER CIRCLE. SAFETY GLAZING/TEMPERED GLASS (SEE DOOR/WINDOW TAGS FOR "T.G.")ALL GLAZING IN HAZARDOUS LOCATIONS MUST BE IDENTIFIED BY A LABEL (PERMANENT IF TEMPERED ) AS SAFETY GLAZING. [2406]. HAZARDOUS LOCATIONS ARE IDENTIFIED AS FOLLOW: GLAZING IN ALL DOORS, GLAZING IN BATH AND SHOWER ENCLOSURES, GLAZING WITHIN A 24" ARC OF A DOOR EDGE, PANELS OVER 9 SQUARE FEET HAVING THE LOWEST EDGE LESS THAN 18" ABOVE THE FINISH , FLOOR AND HAVING A TOP EDGE GREATER THAN 36" ABOVE THE FLOOR, GLAZING 5'-0" FROM TOP OR BOTTOM OF STAIRWAYS WITH BOTTOM EDGE LESS THAN 60" ABOVE WALKING SURFACE, WARDROBE DOORS. •• • STAIR MINIMUM 36" WIDE STAIRWAY AND LANDINGSTHE LARGEST RISE OR RUN IN A FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8", HEADROOM OVER STAIRS TO HAVE 6'-8" MIN FROM NOSING OF TREAD. 16 VENTILATION DEVICE MUST BE VENTED TO THE OUTSIDE WITH EITHER INTERMITTENT (KITCHEN ≥ 100 CFM, BATHROOM ≥ 50 CFM, WITH HUMIDSTAT OR CONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE 150(o)] 18 NO FIREPLACE PROVIDED 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY FAN 66 CFM MIN.LOCATION AT 3RD FLOOR 20 FIRE BLOCKING IS REQUIRED IN CONCEALED SPACES 10' O.C. HORIZONTAL AND VERTICALLY AT THE CEILING AND FLOOR LEVELS, CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES, CONCEALED SPACES BETWEEN STAIR AND LANDING, OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES WIRES, CHIMNEYS AND FIREPLACE SHAFT MUST HAVE 1-HOUR FIRE RATED WALLS 21 A DRYER COMPARTMENT SHALL BE PROVIDED WITH A MIUIMUM OPENING OF 100 SQUARE INCHES FOR MAKEUP AIR IN THE DOOR OR BY OTHER APPROVED MEANS. [CMC 504.3.2], WATER PROOF MATERIALENDURO PRODUCTS, INC. ICC-ESR- 2245, ENDURA-KOTE TOTAL SYSTEM MIN 1/4" THICK OVER 1/16" THICK MIN TEXTURE & COLOR COAT OVER 1/16" THICK MIN. 2ND COAT. OVER 1/8" THK. MIN. 1ST COAT, AND OVER 2.5 POUND PER SQUARE YARD GAL VANIZED METAL LATH OVER PLYWOOD ROOF SHEATING (TYP.) 22 23 PROVIDE 30"X30" ATTIC ACCESS, MIN 30"HT HEADROOM CLEARANCE PROVIDE HOOD VENT TO OUTSIDE AIR AT KITCHEN & DRYER. EXHAUST DUCT- 4" DIAMETER EXHAUST FOR DRYER. 6" DIAMETER EXHAUST FOR KITCHEN. LIMITED TO 14' AND 2 ELBOWS. REDUCE 2' FOR EVERY ELBOW IN EXCESS OF 2. DRYER VENT TO BE SMOOTH WALL METAL WITHOUT SCREW CONNECTIONS (CMC504.3.1.1), LOCAL EXHAUST VENTILATION ABOVE COOKING APPLIANCES SHALL HAVE A MAX RATING OF 3 SONES @ 100 CFM. (CMC 504.2 & ASHRAE 62.2 TYP.) • • • •• • 120 V ELECTRICAL RECEPTACLE THAT IS WITHIN 3FT OF WATER HEATER AND ACCESSIBLE TO WATER HEATER WITH NO OBSTRUCTIONCATEGORY III OR IV VENT, OR A TYPE B VENT W/ STRAIGHT PIPE BETW. THEOUTSIDE TERMINATION AND SPACE WHERE WATER HEATER IS INSTALLEDCONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANT GAS SUPPLY LINE W/ CAPACITY OF AT LEAST 200,000 BTU/HR TO WATER HEATERTANKLESS WATER HEATER TO BE MOUNTED AND ELEVATED TO BE PROTECTED FROM VEHICLE DAMAGE (CMC 308.1, CPC 507.13 & 1208.6.1) - 36" MIN ABOVE F.F.IT MUST BE UL APPROVED / THIRD PARTY 24 FURNACE AT ATTIC SEE 3RD FLOOR PLAN AND ENERGY REPORT FOR SPEC 25 DECK DRAIN / OVERFLOW: PROVIDE MIN 2% SLOPE AND WATERPROOFING AT DECK/BALCONY . INLET FLOW LINE OF OVERFLOW DRAIN SHAL BE 2" ABOVE LOW POINT OF DECK. DETAIL 26 DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MINIMUM SHEET METAL AND SHALL HAVE NO OPENING INTO THE GARAGE - PER SECTION 406.4.4.3 27 MIN. 1" (INSIDE DIAMETER) LISTED RACEWAY TO ACCOMODATE 208/240 VOLT BRANCH CIRCUIT). ONE FOR EACH PARKING SPACE 28 PENTRATIONS OF ELECTICAL OUTLET BOXES IN COMMON WALLS BETWEEN DWELLING UNITS, SHALL BE PROTECTED (CRC R302.4) DAMPER REQUIRE FOR PENTATION OF ONE-HOUR FIRE RATED SEAPARATION WALL 29 FOR ALL GAS APPLIANCES AND METERS: PROVIDE PROTECTION FROM AUTO IMPACT. GAS METER AND APPLIANCES IN GARAGE, ADJACENET SPACES OPENING INTO THE GARAGE OR OTHER LOCATIONS SHALL BE PROTECTED FROM VEHICLE DAMAGE ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND SOFFITS PROTECTED BY 5/8" TYPE 'X' GYP BD. GENERAL FINISH NOTES: • • •• OUTLETS IN DWELLING UNIT SEPARATION WALLS SHALL HAVE ACOUSTIC PADS COMPLETELY SURROUNDING THE BOX AND WIRE HOLESOUTLETS FOR ANTENNA, PHONE & ELECTRICAL SHALL HAVE A 1/4-INCH ACOUSTIC SEALANT AROUND THE BOX TO THE DRYWALLSTC RATINGS FOR WALLS, FLOORS AND CEILING ASSEMBLIES:UL & GA FILE STC RATINGS ARE TESTED IN CONTROLLED LABORATORY ENVIRONMENT SIMULATING A PERFECT CONSTRUCTION CONDITIONS. FLOOR PLAN LEGENDS HARD WIRE SMOKE DETECTOR w/ battery backup & low battery signal, sd shall sound an alarm in all sleeping areas of the dwelling unit which they are located CARBON MONOXIDE CAST IRON 30"x TUB/SHOWER COMBINATION w/ drain as shown - wall covering shall be cement plaster, tile or approved equal, 70" above the drain at the shower or tub/shower combo, provide shatter-resistant materials for tub/shower enclosure SHOWER STALL Glass enclosure doors and panels must be labeled category ii, swing the door outward, net area of receptor shall not be less than shatter-resistant materials for tub/shower enclosure WASHER / DRYER REFRIGERATOR a 30" wd./ 72" ht refrigerator space with water line provided 30" STOVE, w/ 30" clearance with proper ventilation to outside air (100 cfm min.) 24" WIDE DISHWASHER WATER CLOSET (1.2 GALLONS PER FLUSH MAX)24" clear in front and 30" min wide compartment ATTIC FURNACE AND PASSAGEWAY- 30"X30" attic access. 24" wide of solid continuous flooring from scuttle to equipment and it's control. 20' max of passageway W/D REF DW • • QUIET EXHAUST FAN w/ min. 5 air exchanges per hourFan shall be energy compliant and be conducted to terminate to the outside of the buildingFans, not functioning as component of a whole house ventilation, must be controlled by a humidity control EXIT SIGN: Shall be connected to an emergency power system that will provide an illumination of not less than 90min. In case of primary power loss CM SD WALL-MOUNTED LAVATORY STAINLESS STEEL, UNDER MOUNT KITCHEN SINK 17 LANDING, WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 36 INCHES, WILL BE PROVIDED ON EACH SIDE OF DOORS. THE ELEVATION OF LANDING SHALL NOT EXCEED 1 1/2 INCH DIFFERENCE THAN THE THRESHOLD OF THE DOORWAY (7.75 INCH IF DOOR DOES NOT SWING OVER LANDING OR STEPS) [CRC R311.3] LANDING AT EGRESS DOOR SHALL NOT BE MORE THAN 0.5" LOWER THAN TOP OF THRESHOLD GARAGE FLOORS SHALL BE OF NONCOMBUSTIBLE MATERIAL. THE AREA OF THE FLOOR USED FOR PARKING OF VEHICLES SHALL BE SLOPED TO DRAIN TOWARD THE MAIN VEHICLE ENTRY DOOR PARTY / DWELLING WALL 1-HOUR RATED (SEE SHEET FIRE/SOUND WALL)CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 1/4" = 1'-0" 9/14/2023 11:17:26 AM A-2.1 Checker 2ND FLOOR PLAN 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" 2ND FLOOR PLANN 2 A-5.0 6 A-5.1 3 A-5.1 4 A-5.1 5 A-5.1 UNIT A UNIT C M. BATH M. BEDRM. M. BATH UNIT D M. BATH M. CLOSET 2nd FLOOR LINE BATH #2 CL O S E T # 2 BEDRM. #2 BATH #2 2nd FLOOR LINE 2nd FLOOR LINE 2nd FLOOR LINE 2nd FLOOR LINE 08 2' - 6"x 2' - 0" AWSILL HT: 5' - 6" TG 03 2' - 0"x 2' - 0" AWSILL HT: 5' - 6" 20 2' - 6"x 4' - 6" CSSILL HT: 3' - 0" E 19 2' - 6"x 4' - 6" CSSILL HT: 3' - 0" E 01 2' - 0"x 2' - 0" AWSILL HT: 5' - 6" TG CLOSET #2 +12"RAISEDPLATFORM M. BEDRM. M. BEDRM. BEDRM. #2 10 2' - 6"x 2' - 0" AWSILL HT: 5' - 6" 11 2' - 6"x 2' - 0" AWSILL HT: 5' - 6" 12 2' - 6"x 2' - 0" AWSILL HT: 5' - 6" 04 2' - 0"x 2' - 0" AWSILL HT: 5' - 6" 07 2' - 6"x 2' - 6" AWSILL HT: 5' - 0" 23 2' - 6"x 4' - 6" CSSILL HT: 3' - 0" TG 24 2' - 6"x 4' - 6" CSSILL HT: 3' - 0" TG 13 2' - 6"x 2' - 0" AWSILL HT: 5' - 6" 45 5' - 0"x 4' - 6" SLSILL HT: 3' - 0" E 9' - 0"16' - 1"14' - 1" 39' - 2" 7' - 8"1' - 4 1/4"2' - 1"11' - 10"2' - 2"6' - 9 1/4"7' - 4" 34 ' - 6 " 11 ' - 1 1 / 2 " 11 ' - 4 1 / 2 " 12 ' - 0 " 7' - 1 0 1 / 2 " 3' - 3 " 6' - 1 1 1 / 2 " 4' - 5 " 9' - 1 1 " 2' - 1 " 11' - 11"3' - 8"14' - 7" 14' - 4"6' - 7"7' - 8 1/4"5' - 11 3/4"3' - 2" 3' - 1 0 " 9' - 1 0 " 8' - 1 0 " 12 ' - 1 0 " 5' - 6 " 16' - 11 1/2"12' - 5 1/2"8' - 0" 37' - 5" 4' - 5"10' - 4 1/2"2' - 2"1' - 8"9' - 1 1/2"1' - 8"8' - 0" UNIT B 1' - 6 " 13 ' - 1 0 " 7' - 0 " 12 ' - 2 " 33 ' - 0 " 3' - 1 0 " 10 ' - 0 " 3' - 6 " 3' - 6 " 2' - 1 " 8' - 0 " 2' - 1 " 310 2' - 8"X 7' - 0"SGL. 304 2' - 8"X 7' - 0"SGL. 3082' - 6"X 7' - 0"SGL. 306 2' - 6"X 7' - 0"SGL. 3022' - 6"X 7' - 0"SGL. 3032' - 6"X 7' - 0"SGL.307 2' - 6"X 7' - 0"SGL. 301 2' - 8"X 7' - 0"SGL. 3092' - 8"X 7' - 0"SGL. 3052' - 6"X 7' - 0"SGL. 3216' - 0"X 7' - 0"SL 40 6' - 0"x 5' - 6" (M)FX+CS O/FXSILL HT: 2' - 0" M. CLOSET M. BED RM. M. CLOSET 2' - 4"10' - 1 1/2"5' - 9" 1' - 6 " 19 ' - 6 " 7' - 1 0 " 5' - 8 " 5' - 2 " 3' - 1 0 " 10 ' - 6 " 15 ' - 0 " 12' - 11 1/2"4' - 0" 4' - 0 " 5' - 6 " 11 ' - 4 " 7' - 10"12' - 9 1/2" 13 ' - 1 0 " 16 16 16 16 4' - 10" 5' - 0 " 1' - 8 " 12 ' - 0 " 4' - 8 " 6' - 8 " 1 A-5.0 CLOSET #2 BEDRM. #2 23 24 CH: 8'-0" 23 16 BATH #2 M. CLOSET BEDRM. #2 CLOSET #2 M. BATH 16 BATH #2 16 16 37 ' - 0 " 3' - 0 1 / 2 " 4' - 5 1 / 2 " 6' - 1 0 1 / 2 " 4' - 1 1 / 2 " 4' - 0 " 7' - 0 " 4' - 2 1 / 2 " 3' - 3 1 / 2 " 32' - 10" 1' - 11 1/2"13' - 0"16' - 10 1/2"1' - 0" 2' - 6"10' - 6"4' - 9 1/2"12' - 1" 35 ' - 0 " 11 ' - 0 " 6' - 6 " 6' - 6 " 11 ' - 0 " 11 ' - 0 " 4' - 6 " 2' - 0 " 1' - 9 " 4' - 9 " 2' - 8 " 8' - 4 " 29' - 10 1/2" 13' - 0"16' - 10 1/2" 2' - 6"10' - 6"4' - 9 1/2"12' - 1" 6" 6" 1' - 0 " 2' - 0 " 12' - 6"6' - 6 1/2"10' - 10" 8' - 0 " 4' - 6 " 6' - 0 " 5' - 8 " 4' - 1 0 " 8' - 0 " 12' - 6"6' - 6 1/2"10' - 10" 11 ' - 2 " 2' - 4 " 7' - 8 " 2' - 4 " 11 ' - 6 " 7' - 8 " 9' - 1 0 " 9' - 6 " 8' - 0 " 11' - 2"5' - 10"4' - 6"11' - 4" 3' - 6 " 6' - 0 " 5' - 8 " 3' - 1 0 " 3112' - 8"X 7' - 0"SGL. 3192' - 8"X 7' - 0"SGL. 3142' - 8"X 7' - 0"SGL. 3226' - 0"X 7' - 0"SL 323 6' - 0"X 7' - 0"SL3172' - 6"X 7' - 0"SGL. 3182' - 6"X 7' - 0"SGL. 312 2' - 6"X 7' - 0"SGL. 313 2' - 6"X 7' - 0"SGL. 3162' - 6"X 7' - 0"SGL. 3202' - 6"X 7' - 0"SGL. 28 3' - 0"x 4' - 6" CSSILL HT: 3' - 0" E 05 2' - 0"x 2' - 0" AWSILL HT: 5' - 6" 47 5' - 0"x 4' - 6" SLSILL HT: 3' - 0" E 35 2' - 0"x 2' - 0" FXSILL HT: 5' - 6" 36 2' - 0"x 2' - 0" FXSILL HT: 5' - 6" 48 5' - 0"x 4' - 6" SLSILL HT: 3' - 0" E 06 2' - 0"x 2' - 0" AWSILL HT: 5' - 6" 30 3' - 0"x 4' - 6" CSSILL HT: 3' - 0" E 29 3' - 0"x 4' - 6" CSSILL HT: 3' - 0" E 14 2' - 6"x 2' - 0" AWSILL HT: 5' - 6" 15 2' - 6"x 2' - 0" AWSILL HT: 5' - 6" 27 3' - 0"x 4' - 6" CSSILL HT: 3' - 0" E 7' - 6 " 22 ' - 0 " 7' - 6 " 4' - 2"7' - 8"3' - 8" 315 2' - 8"X 7' - 0"SGL. 11' - 2"5' - 10"4' - 6"11' - 4" 1' - 0 " SDSD SD CM SDSD SD CM SD SD CM SD SD SD 19 19 19 19 SD CM 1' - 8" 5' - 0" 66 CFM MIN 66 CFM MIN 66 CFM MIN 66 CFM MIN WALL LEGEND 2X6 OR LARGER STUD WALL 2X4 STUD WALL 1-HR FIRE-RESISTIVE WALL 8" CMU WALL FLOOR PLAN NOTES 1. 2.3. ALL WINDOWS HAVE A U-FACTOR & SHGC AS SHOWN PER CF-1R, MF-1R SHEETS OF ENERGY CALCULATIONSSEE WINDOW/DOOR SCHEDULEATTACHMENT OF EXTERIOR DECKS TO EXTERIOR WALLS SHALL BE INSPECTED PRIOR TO COVERING FLOOR PLAN KEYNOTES 1 2 3 5 10 11 12 13 14 15 TANKLESS HEATER 95% ENERGY FACTOR, PROVIDE P&T VALVE AND DRAIN TO OUTSIDE. OR 3" DIA. X 48" BARRIER POST DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) STAIR HANDRAIL - 34" TO 38" HIGH FROM TREAD. 42" MIN BALUSTER GUARD HANDRAIL. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM WALKING SURFACE TO REQUIRED GUARD HEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4 INCHES IN DIAMETER 6 PROVIDE A 1 3/8" THICK DOOR, SELF-CLOSING AND SELF-LATCHING DOOR WITH 20 MIN. S-RATING AND TIGHT FITTING 7 STRAIGHT OPENING 8 CABINETS OR SHELVES 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER UNIT AND A NEARBY POSITIVE MEANS OF DISCONECT AND 120 VOLT RECEPTACLE. EXTERIOR PADS SUPPORTING COMPRESSOR/CONDENSER/WATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADE. [MC909.3;PC 510.6] EXTERIOR FINISH ON EXTERIOR WALLS, SEE ELEVATION,APPROVED BUILDING PAPER UNDER EXTERIOR FINISHES. THREE LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL WOOD BASE SHEATHING. WALL COVERING OF SHOWER OR TUBS CEMENT, FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER-REINFORCED GYMPSUM BACKERS SHALL BE USED AS A BASE FOR WALL TILE IN TUBS AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE SAFETY GLAZING, CATEGORY II. SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ. IN. OF FLOOR AREA, AND ENCOMPASS 30 INCH DIAMETER CIRCLE. SAFETY GLAZING/TEMPERED GLASS (SEE DOOR/WINDOW TAGS FOR "T.G.")ALL GLAZING IN HAZARDOUS LOCATIONS MUST BE IDENTIFIED BY A LABEL (PERMANENT IF TEMPERED ) AS SAFETY GLAZING. [2406]. HAZARDOUS LOCATIONS ARE IDENTIFIED AS FOLLOW: GLAZING IN ALL DOORS, GLAZING IN BATH AND SHOWER ENCLOSURES, GLAZING WITHIN A 24" ARC OF A DOOR EDGE, PANELS OVER 9 SQUARE FEET HAVING THE LOWEST EDGE LESS THAN 18" ABOVE THE FINISH , FLOOR AND HAVING A TOP EDGE GREATER THAN 36" ABOVE THE FLOOR, GLAZING 5'-0" FROM TOP OR BOTTOM OF STAIRWAYS WITH BOTTOM EDGE LESS THAN 60" ABOVE WALKING SURFACE, WARDROBE DOORS. •• • STAIR MINIMUM 36" WIDE STAIRWAY AND LANDINGSTHE LARGEST RISE OR RUN IN A FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8", HEADROOM OVER STAIRS TO HAVE 6'-8" MIN FROM NOSING OF TREAD. 16 VENTILATION DEVICE MUST BE VENTED TO THE OUTSIDE WITH EITHER INTERMITTENT (KITCHEN ≥ 100 CFM, BATHROOM ≥ 50 CFM, WITH HUMIDSTAT OR CONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE 150(o)] 18 NO FIREPLACE PROVIDED 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY FAN 66 CFM MIN.LOCATION AT 3RD FLOOR 20 FIRE BLOCKING IS REQUIRED IN CONCEALED SPACES 10' O.C. HORIZONTAL AND VERTICALLY AT THE CEILING AND FLOOR LEVELS, CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES, CONCEALED SPACES BETWEEN STAIR AND LANDING, OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES WIRES, CHIMNEYS AND FIREPLACE SHAFT MUST HAVE 1-HOUR FIRE RATED WALLS 21 A DRYER COMPARTMENT SHALL BE PROVIDED WITH A MIUIMUM OPENING OF 100 SQUARE INCHES FOR MAKEUP AIR IN THE DOOR OR BY OTHER APPROVED MEANS. [CMC 504.3.2], WATER PROOF MATERIALENDURO PRODUCTS, INC. ICC-ESR- 2245, ENDURA-KOTE TOTAL SYSTEM MIN 1/4" THICK OVER 1/16" THICK MIN TEXTURE & COLOR COAT OVER 1/16" THICK MIN. 2ND COAT. OVER 1/8" THK. MIN. 1ST COAT, AND OVER 2.5 POUND PER SQUARE YARD GAL VANIZED METAL LATH OVER PLYWOOD ROOF SHEATING (TYP.) 22 23 PROVIDE 30"X30" ATTIC ACCESS, MIN 30"HT HEADROOM CLEARANCE PROVIDE HOOD VENT TO OUTSIDE AIR AT KITCHEN & DRYER. EXHAUST DUCT- 4" DIAMETER EXHAUST FOR DRYER. 6" DIAMETER EXHAUST FOR KITCHEN. LIMITED TO 14' AND 2 ELBOWS. REDUCE 2' FOR EVERY ELBOW IN EXCESS OF 2. DRYER VENT TO BE SMOOTH WALL METAL WITHOUT SCREW CONNECTIONS (CMC504.3.1.1), LOCAL EXHAUST VENTILATION ABOVE COOKING APPLIANCES SHALL HAVE A MAX RATING OF 3 SONES @ 100 CFM. (CMC 504.2 & ASHRAE 62.2 TYP.) • • • •• • 120 V ELECTRICAL RECEPTACLE THAT IS WITHIN 3FT OF WATER HEATER AND ACCESSIBLE TO WATER HEATER WITH NO OBSTRUCTIONCATEGORY III OR IV VENT, OR A TYPE B VENT W/ STRAIGHT PIPE BETW. THEOUTSIDE TERMINATION AND SPACE WHERE WATER HEATER IS INSTALLEDCONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANT GAS SUPPLY LINE W/ CAPACITY OF AT LEAST 200,000 BTU/HR TO WATER HEATERTANKLESS WATER HEATER TO BE MOUNTED AND ELEVATED TO BE PROTECTED FROM VEHICLE DAMAGE (CMC 308.1, CPC 507.13 & 1208.6.1) - 36" MIN ABOVE F.F.IT MUST BE UL APPROVED / THIRD PARTY 24 FURNACE AT ATTIC SEE 3RD FLOOR PLAN AND ENERGY REPORT FOR SPEC 25 DECK DRAIN / OVERFLOW: PROVIDE MIN 2% SLOPE AND WATERPROOFING AT DECK/BALCONY . INLET FLOW LINE OF OVERFLOW DRAIN SHAL BE 2" ABOVE LOW POINT OF DECK. DETAIL 26 DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MINIMUM SHEET METAL AND SHALL HAVE NO OPENING INTO THE GARAGE - PER SECTION 406.4.4.3 27 MIN. 1" (INSIDE DIAMETER) LISTED RACEWAY TO ACCOMODATE 208/240 VOLT BRANCH CIRCUIT). ONE FOR EACH PARKING SPACE 28 PENTRATIONS OF ELECTICAL OUTLET BOXES IN COMMON WALLS BETWEEN DWELLING UNITS, SHALL BE PROTECTED (CRC R302.4) DAMPER REQUIRE FOR PENTATION OF ONE-HOUR FIRE RATED SEAPARATION WALL 29 FOR ALL GAS APPLIANCES AND METERS: PROVIDE PROTECTION FROM AUTO IMPACT. GAS METER AND APPLIANCES IN GARAGE, ADJACENET SPACES OPENING INTO THE GARAGE OR OTHER LOCATIONS SHALL BE PROTECTED FROM VEHICLE DAMAGE ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND SOFFITS PROTECTED BY 5/8" TYPE 'X' GYP BD. GENERAL FINISH NOTES: • • •• OUTLETS IN DWELLING UNIT SEPARATION WALLS SHALL HAVE ACOUSTIC PADS COMPLETELY SURROUNDING THE BOX AND WIRE HOLESOUTLETS FOR ANTENNA, PHONE & ELECTRICAL SHALL HAVE A 1/4-INCH ACOUSTIC SEALANT AROUND THE BOX TO THE DRYWALLSTC RATINGS FOR WALLS, FLOORS AND CEILING ASSEMBLIES:UL & GA FILE STC RATINGS ARE TESTED IN CONTROLLED LABORATORY ENVIRONMENT SIMULATING A PERFECT CONSTRUCTION CONDITIONS. FLOOR PLAN LEGENDS HARD WIRE SMOKE DETECTOR w/ battery backup & low battery signal, sd shall sound an alarm in all sleeping areas of the dwelling unit which they are located CARBON MONOXIDE CAST IRON 30"x TUB/SHOWER COMBINATION w/ drain as shown - wall covering shall be cement plaster, tile or approved equal, 70" above the drain at the shower or tub/shower combo, provide shatter-resistant materials for tub/shower enclosure SHOWER STALL Glass enclosure doors and panels must be labeled category ii, swing the door outward, net area of receptor shall not be less than shatter-resistant materials for tub/shower enclosure WASHER / DRYER REFRIGERATOR a 30" wd./ 72" ht refrigerator space with water line provided 30" STOVE, w/ 30" clearance with proper ventilation to outside air (100 cfm min.) 24" WIDE DISHWASHER WATER CLOSET (1.2 GALLONS PER FLUSH MAX)24" clear in front and 30" min wide compartment ATTIC FURNACE AND PASSAGEWAY- 30"X30" attic access. 24" wide of solid continuous flooring from scuttle to equipment and it's control. 20' max of passageway W/D REF DW • • QUIET EXHAUST FAN w/ min. 5 air exchanges per hourFan shall be energy compliant and be conducted to terminate to the outside of the buildingFans, not functioning as component of a whole house ventilation, must be controlled by a humidity control EXIT SIGN: Shall be connected to an emergency power system that will provide an illumination of not less than 90min. In case of primary power loss CM SD WALL-MOUNTED LAVATORY STAINLESS STEEL, UNDER MOUNT KITCHEN SINK 17 LANDING, WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 36 INCHES, WILL BE PROVIDED ON EACH SIDE OF DOORS. THE ELEVATION OF LANDING SHALL NOT EXCEED 1 1/2 INCH DIFFERENCE THAN THE THRESHOLD OF THE DOORWAY (7.75 INCH IF DOOR DOES NOT SWING OVER LANDING OR STEPS) [CRC R311.3] LANDING AT EGRESS DOOR SHALL NOT BE MORE THAN 0.5" LOWER THAN TOP OF THRESHOLD GARAGE FLOORS SHALL BE OF NONCOMBUSTIBLE MATERIAL. THE AREA OF THE FLOOR USED FOR PARKING OF VEHICLES SHALL BE SLOPED TO DRAIN TOWARD THE MAIN VEHICLE ENTRY DOOR PARTY / DWELLING WALL 1-HOUR RATED (SEE SHEET FIRE/SOUND WALL) CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 1/4" = 1'-0" 9/14/2023 11:17:33 AM A-2.2 Checker 3RD FLOOR PLAN 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" 3RD FLOOR PLANN 2 A-5.0 6 A-5.1 3 A-5.1 4 A-5.1 5 A-5.1 3. 0 : 1 2 3.0:12 3. 0 : 1 2 3.0:12 3.0:12 3. 0 : 1 2 3.0:12 3. 0 : 1 2 3.0:12 2' - 0"3. 0 : 1 2 3.0:12 2' - 0 " 2' - 0 " ROOF BELOW AT 2ND FLOOR ROOF BELOW AT 2ND FLOOR ROOF BELOW AT 1ST FLOOR ROOF BELOW AT 2ND FLOOR 2ND FLR LINE BELOW 2ND FLR LINE BELOW 1 A-5.0 DWELLING SEPARATION WALL @ 3RD FLR DWELLING SEPARATION WALL @ 3RD FLR SOLAR PANEL SEPT, PERMIT REQ'D SOLAR PANEL SEPT, PERMIT REQ'D 5' - 0 " SOLAR PANELSEPT, PERMIT REQ'D 5' - 0 " 2' - 0 " 1' - 0 " 2' - 0 " 2' - 0 " 1' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 1' - 0 " 2' - 0" 2' - 0" 2' - 0" 2' - 0" CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 1/4" = 1'-0" 9/14/2023 11:17:39 AM A-2.3 Checker ROOF PLAN 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" ROOF PLAN TOTAL SQUARE FEET OF ATTIC SPACE TO BE VENTILATED= 1202.66 SF REQUIRED:VENTILATION AREA= 1202.66 SF/ 150= 8.01 SF CONVERT SF TO S.I.= 8.01X144= 1154.5 S.I. REQUIRED: 1154.5 S.I. HIGH: 577.25, LOW: 577.25 PROVIDED: HIGH: 6- O'HAGIN 'FLAT MODEL' VENTHIGH: 6- O'HAGIN 'FLAT MODEL' VENT @ 98.75S.I. EA. = 592.5 S.I. LOW: 9- 36" L X 2" W EAVE VENT STRIPSLOW: 9- 36" L X 2" W EAVE VENT STRIPS @ 72 S.I. EA = 648 S.1 (67- EAVE VENT BLOCK @ 9.80 S.I. EA. = 656.6 S.I. ) TOTAL VENTILATION: 1240.5 TOTAL VENTILATION: 1240.5 >1154.5 REQUIRED ATTIC VENTILATION CALCULATION • ROOF SHINGLE, REPORT NUMBER: UL ER21-01ROOF SHINGLE, REPORT NUMBER: UL ER21-01 TIMBERLINE NS SHINGLE , COLOR: WEATHEREDWOOD ROOF ASSEMBLY SHALL BE LISTED BY AN APPROVED TESTING AGENCY O'HAGIN'S VENT, "FLAT" MODEL (ICC-ES 9650A)O'HAGIN'S VENT, "FLAT" MODEL (ICC-ES 9650A) ~12" MIN ABOVE INSULATION LINE ~NET FREE VENTILATION AREA: 98.75 S.I. ~OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT METAL MESH OPENINGS ROOF PLAN LEGEND ROOF PLAN NOTE: 1. 2. 3. 4. 5. PV SYSTEMS ARE REQUIRED ON NEW CONSTRUCTION PER CALIFORNIA ENERGY CODE 150.1(c)14 AND SHALL COMPLY WITH THE EDR OF THE ENERGY REPORT PG 2 SOLAR / PV SYSTEM TO BE DEFERRED RADIANT BARRIER IS REQUIRED PER ENERGY REPORT ALL SHEET METAL AT ROOFS SHALL BE A MINIMUM OF 26 GAUGE ROOF SHINGLE PRODUCTS REPORT NUMBER: UL ER21-01 TOTAL SQUARE FEET OF ATTIC SPACE TO BE VENTILATED= 1127.57 SF REQUIRED:VENTILATION AREA= 1127.57 SF/ 150= 7.5 SF CONVERT SF TO S.I.= 7.5X144= 1082.5 S.I. REQUIRED: 1082.5 S.I. HIGH: 541.25, LOW: 541.25 PROVIDED: HIGH: 6- O'HAGIN 'FLAT MODEL' VENTHIGH: 6- O'HAGIN 'FLAT MODEL' VENT @ 98.75S.I. EA. = 592.5 S.I. LOW: 8- 36" L X 2" W EAVE VENT STRIPSLOW: 8- 36" L X 2" W EAVE VENT STRIPS @ 72 S.I. EA = 576 S.1 (59- EAVE VENT BLOCK @ 9.80 S.I. EA. = 578.2 S.I. ) TOTAL VENTILATION: 1168.5 TOTAL VENTILATION: 1168.5 >1082.5 REQUIRED BLDG 1 BLDG 2 EAVE VENT BLOCKSEAVE VENT BLOCKS EACH VENT BLOCKS BETWEEN RAFTER W/ 3 2" øHOLES, MIN. 3" O.C. W/ CORROSIVE RESISTANT WIRE MESH PROVIDE 9.8 S.I.9.8 S.I. MIN 3" O.C. 36"x2" EAVE VENT STRIPS36"x2" EAVE VENT STRIPS ~EA. VENT STRIP PROVIDES 72 S.I. FREE AREA ~OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT METAL MESH COVERING. UNIT A UNIT B 2-CAR GARAGE UNIT A UNIT B 2-CAR GARAGE UNIT C UNIT D 2-CAR GARAGE 2-CAR GARAGE UNIT C UNIT D FCU FCU 2nd FLR LINE 2nd FLR LINE 6 6 6 6 UP UP 15 UP UP 15 HE GGFI HE GG GEV SSSV SSS3 SSSV GG G EV G G G GS GGFI G GF I SSS3 HE , P C HE , P C HE HE 22 0 DI S C O N N E C T 220DISCONNECT G G/W P G/W P HB SSV 22 0 V HE GGFI HE HE GGFI HE SSV A GG EVG EVG 22 0 V SSS3 GG G G/W P G/ W P HE , P C HE , P C S 3SS A G/ W P G/W P 22 0 DIS C O N N E C T 22 0 DIS C O N N E C T TO LIGHT/SWITCH@ 2ND FLR TO LIGHT/SWITCH@ 2ND FLR HB HB TO LIGHT/SWITCH@ 2ND FLR DR DR DR DR TO LIGHT/SWITCH@ 2ND FLR SDCM SDCM SDCM SDCM S SG HE,PC HE,PC HE,PC COMMON LIGHT COMMON LIGHT COMMON LIGHT HE,PC COMMON LIGHT COMMON LIGHT COMMON LIGHT HE,PC COMMON LIGHT HE , P C COMMON LIGHT HE , P C COMMON LIGHT A.C.A/C CONDENSER UNIT: Provide equipment platform for AC Unit at roof deck TV TELEVISION ANTENNA with cable ready TELEPHONE OUTLET G FUEL GAS VALVE HB HOSE BIB: All hose bibs must be protected by an anti-siphon device [CPC 603.1] EXHAUST DUCT: 4" diameter exhaust for dryer. 6" diameter exhaust for kitchen. Limited to 14' and 2 elbows. Reduce 2' for every elbow in excess of 2. (100 CFM min) PUSH BUTTON FOR DOOR CHIMES 200 AMP. MIN ELECTRICAL PANEL INDOOR AIR QUALITY FAN, Specs per energy report TANKLESS WATER HEATER TWH DR CEILING RECESS LIGHT (HE=High Efficacy) SURFACE MOUNTING CEILING LIGHT (HE=High Efficacy) BRACKET MOUNTED WALL LIGHT (HE=High Efficacy) F SURFACE MOUNTED CEILING LIGHT (High Efficacy Fluorescent) .FLOOR DUPLEX OUTLET w/ ARC-FAULT INTERRUPTER SWITCHES (Mounted 36"- 48" ABOVE F.F.) * Legend:3 3 Way SwitchDDimmer Switch3D3 Way Dimmer SwitchWP Water Proof * 3V 3 Way Vacacny SensorVVacancy Sensor *OUTLET (Mounted 12"- 48" ABOVE F.F.) * LEGEND:ARC w/ ARC-fault circuit interrupterW.P.w/ Waterproof outlet/ GFIG.F.I.w/ Ground Fault Circuit-interrupterA/G w/ Dual Function AFCI / GFI Protected All Outlets are ARC FAULT in Interrupter AFCI (Except GFI) WALL LEGEND HARD WIRE SMOKE DETECTOR w/ battery backup & low battery signal, sd shall sound an alarm in all sleeping areas of the dwelling unit which they are locatedCARBON MONOXIDE CAST IRON 30"x TUB/SHOWER COMBINATION w/ drain as shown - wall covering shall be cement plaster, tile or approved equal, 70" above the drain at the shower or tub/shower combo, provide shatter-resistant materials for tub/shower enclosureSHOWER STALL Glass enclosure doors and panels must be labeled category ii, swing the door outward, net area of receptor shall not be less than shatter-resistant materials for tub/shower enclosure WASHER / DRYER REFRIGERATOR a 30" wd./ 72" ht refrigerator space with water line provided 30" STOVE, w/ 30" clearance with proper ventilation to outside air (100 cfm min.) 24" WIDE DISHWASHER WATER CLOSET (1.2 GALLONS PER FLUSH MAX)24" clear in front and 30" min wide compartment ATTIC FURNACE AND PASSAGEWAY- 30"X30" attic access. 24" wide of solid continuous flooring from scuttle to equipment and it's control. 20' max of passageway W/D REF DW • • QUIET EXHAUST FAN w/ min. 5 air exchanges per hourFan shall be energy compliant and be conducted to terminate to the outside of the buildingFans, not functioning as component of a whole house ventilation, must be controlled by a humidity control EXIT SIGN: Shall be connected to an emergency power system that will provide an illumination of not less than 90min. In case of primary power loss CM SD WALL-MOUNTED LAVATORY STAINLESS STEEL, UNDER MOUNT KITCHEN SINK UTILITY PLAN LEGEND Convenience outlets @ 12" Abv. floor & 9" Abv. kitchen / bath counter VENTILATION NOTES FAMILY DWELLING GUIDELINES • • • • • • • • All luminaires installed in residential construction must qualify as “high efficacy luminaires.”All permanently installed luminaires w/ interchangeable lamps must contain lamps that comply w/ the req's of joint appendix 8 (ja8) and be appropriately marked to be considered “high efficacy luminaires.” Recessed down-light luminaires and enclosed luminaires are required to contain a ja8 compliant lamp that meets the elevated temperature requirement. Recessed down-light luminaires with screw based sockets are no longer permitted to be installed. Additionally, all luminaires that are installed with ja8-certified light sources are required to be controlled by either a dimmer or vacancy sensor. The builder must provide the new homeowner with a luminaire schedule (as required in title 24 california code of regulations, part 1, §10-103(b)) that includes a list of lamps installed in the luminaries so that the homeowner knows what light sources they are entitled to when they take possession of the new home. The number of blank electrical boxes (j-box) installed more than five feet above the finished floor shall not be greater than the number of bedrooms. These electrical boxes shall be served by a dimmer, a vacancy sensor, or fan speed control. Manual-on/automatic-off occupant sensors motion sensors, photo-control astronomical time clock controls and dimmers installed to comply with §150.0(k) must have been certified to the energy commission by their manufacturer, pursuant to the provisions of the title 20 appliance efficiency regulations (title 20 california code of regulations, §1606), as required by § 110.9.The energy standards require vacancy sensors to control at least one luminaire in the following room types: bathrooms, utility rooms, laundry rooms, and garages. All outdoor lighting attached to the residence or to other buildings on the same lot must be high efficacy, and must be controlled by a manual on and off switch and one of the following automatic control types: photo-control and motion sensor, photo-control and automatic time switch control, astronomical time clock control that automatically turns the outdoor lighting off during daylight hours, or emcs that provides the functionality of an astronomical time clock, does not have an override or bypass switch that allows the luminaire to be always on, and is programmed to automatically turn the outdoor lighting off during daylight hours. Recessed downlight luminaires in ceilings. Luminaires recessed into ceilings shall meet all of the following requirements: RECESSED LUMINAIRES • • • • • • B listed, as defined in section 100.1, for zero clearance insulation contact (ic) by underwriters laboratories or other nationally recognized testing/rating laboratory; and Have a label that certifies the luminaire is airtight with air leakage less than 2.0 cfm at 75 pascals when tested in accordance with ASTM E283. An exhaust fan housing shall not be required to be certified airtight; andBe sealed with a gasket or caulk between the luminaire housing and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with agasket or caulk; and For luminaires with hardwired ballasts or drivers, allow ballast or driver maintenance and replacement to be readily accessible to building occupants from below the ceiling without requiring the cutting of holes in the ceiling; andShall not contain screw base sockets; and Shall contain light sources that comply with references joint appendix ja8, including the elevated temperature requirements, and that are marked “ja8-2016-e” as specified in reference joint appendix ja8. PLUMBING NOTES: • • • • • • • • Any fixed appliance such as disposal, dishwasher, clothes washer, dryer, built- in heaters, or any other fixed appliance with 1/4 h.P. Motor or larger, shall be on a separate #12 awg wire branch circuit. Each dwelling unit shall have installed therein an individual disposal circuit supplied with a minimum #12 awg wire and a 15 amp indicating-type switchOutdoor outlets with W.P. & GFI to be provided at rear entrance to each unit Attice installed fau units shall have disconnect within sight or lock on device on panel. Provide light, switch and 120-v oulet at access. Provide smoke and carbon monoxide detectors on plans for each unit, including attached garage Light and panels shall not be recessed in fire rated assemblies unless boxed with equiv. Construction.All electrical appurtenances shall be 18" min. Above finish floor of parking garageW.P. Cover of outlets to comply with sect. 406.8 (b)(1) CEC All lights and switch required by CEC ELECTRICAL NOTES: • •• ••• • • Pin-based linear or compact fluorescent lamps with electronic ballasts Pulse-start metal halide lampsHigh pressure sodium lamps Gu-24 sockets rated for led lampsGu-24 socket rated for compact fluorescent lampsLuminaires using led light sources which have been certified to the commission as high efficacy in accordance with reference joint appendix ja8Luminaire housings rated by manufacturer for use w/ only led light engines Induction lamps HIGH EFFICACY LIGHT SOURCES • • • • • • Maximum water velocity in pipes shall be 8 fps for cold water and 5 fps for hot water as pipe sizing criteria Upper terminal cleanouts are required for all horizontal drainage piping servicing sinks and urinals Stand pipe receptor for clothes washer shall not extend more than 30" or less than 18" above its trapTrap for clothes washer standpipe receptor shall be installed below the floor, but shall be roughed in not less than 6" and no more than 18" above the floorGas piping shall be kept a min 6" above grade or structure Stand pipe reeptor for clothes washer shall not extend more than 30" or less than 18" above its trap (2016 cpc section 804.1) • • A sound rating of one sone or less at the required ventilation flow rate is required for each ceiling mounted whole building ventilation fanThe exhaust fan control used for whole-building continuous operation is required to maintain minimum levels of outside air ventilation required for good health, the fan control should be on at all times when the building is occupied, unless there is a severe outdoor air contamination UTILITY PLAN KEYNOTES 1 3 10 11 TANKLESS HEATER 95% ENERGY FACTOR, SEE AD2-19PROVIDE P&T VALVE AND DRAIN TO OUTSIDE. OR 3" DIA. X 48" BARRIER POST DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER UNIT AND A NEARBY POSITIVE MEANS OF DISCONECT AND 120 VOLT RECEPTACLE. EXTERIOR PADS SUPPORTING COMPRESSOR/CONDENSER/WATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADE. [MC909.3;PC 510.6] 16 VENTILATION DEVICE MUST BE VENTED TO THE OUTSIDE WITH EITHER INTERMITTENT (KITCHEN ≥ 100 CFM, BATHROOM ≥ 50 CFM, WITH HUMIDSTAT OR CONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE 150(o)] 18 NO FIREPLACE PROVIDED 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY FAN 66 CFM MIN. CFM. LOCATION AT 3RD FLOOR 23 PROVIDE 30"X30" ATTIC ACCESS, MIN 30"HT HEADROOM CLEARANCE PROVIDE HOOD VENT TO OUTSIDE AIR AT KITCHEN & DRYER. EXHAUST DUCT- 4" DIAMETER EXHAUST FOR DRYER. 6" DIAMETER EXHAUST FOR KITCHEN. LIMITED TO 14' AND 2 ELBOWS. REDUCE 2' FOR EVERY ELBOW IN EXCESS OF 2. DRYER VENT TO BE SMOOTH WALL METAL WITHOUT SCREW CONNECTIONS (CMC504.3.1.1), LOCAL EXHAUST VENTILATION ABOVE COOKING APPLIANCES SHALL HAVE A MAX RATING OF 3 SONES @ 100 CFM. (CMC 504.2 & ASHRAE 62.2 TYP.) EXHAUST VENT MUST COMPLY WITH SECTION R303.52 & R303.5.2 CRC. • • • • • • 120 V ELECTRICAL RECEPTACLE THAT IS WITHIN 3FT OF WATER HEATER AND ACCESSIBLE TO WATER HEATER WITH NO OBSTRUCTIONCATEGORY III OR IV VENT, OR A TYPE B VENT W/ STRAIGHT PIPE BETW. THEOUTSIDE TERMINATION AND SPACE WHERE WATER HEATER IS INSTALLED CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANT GAS SUPPLY LINE W/ CAPACITY OF AT LEAST 200,000 BTU/HR TO WATER HEATER TANKLESS WATER HEATER TO BE MOUNTED AND ELEVATED TO BE PROTECTED FROM VEHICLE DAMAGE (CMC 308.1, CPC 507.13 & 1208.6.1) - 36" MIN ABOVE F.F.IT MUST BE UL APPROVED / THIRD PARTY 24 FURNACE AT ATTIC SEE 3RD FLOOR PLAN AND ENERGY REPORT FOR SPEC 26 DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MINIMUM SHEET METAL AND SHALL HAVE NO OPENING INTO THE GARAGE - PER SECTION 406.4.4.3 27 MIN. 1" (INSIDE DIAMETER) LISTED RACEWAY TO ACCOMODATE 208/240 VOLT BRANCH CIRCUIT). 28 PENTRATIONS OF ELECTICAL OUTLET BOXES IN COMMON WALLS BETWEEN DWELLING UNITS, SHALL BE PROTECTED (CRC R302.4) DAMPER REQUIRE FOR PENTATION OF ONE-HOUR FIRE RATED SEAPARATION WALL 29 FOR ALL GAS APPLIANCES AND METERS: PROVIDE PROTECTION FROM AUTO IMPACT. GAS METER AND APPLIANCES IN GARAGE, ADJACENET SPACES OPENING INTO THE GARAGE OR OTHER LOCATIONS SHALL BE PROTECTED FROM VEHICLE DAMAGE 21 A DRYER COMPARTMENT SHALL BE PROVIDED WITH A MIUIMUM OPENING OF 100 SQUARE INCHES FOR MAKEUP AIR IN THE DOOR OR BY OTHER APPROVED MEANS. [CMC 504.3.2], • • • • RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER).RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES. SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS “EV CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE” ELECTRIC VEHICLE (EV) FOR NEW CONSTRUCTION INSTALL A LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT FOR EACH DWELLING UNIT.” 2X6 OR LARGER STUD WALL 2X4 STUD WALL 1-HR FIRE-RESISTIVE WALL 8" CMU WALL PARTY / DWELLING WALL 1-HOUR RATED (SEE SHEET FIRE/SOUND WALL) CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 1/4" = 1'-0" 9/14/2023 11:17:46 AM A-3.0 Checker 1ST FLOOR UTILITY PLAN 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" 1ST FLOOR PLANN UNIT B LIVING UNIT A DINING LIVING DINING KITCHEN UNIT D DINING LIVING KITCHEN DINING LIVING KITCHEN UNIT C REF W/D W/D PROJECTIONMIN 30" FROM FF PROJECTIONMIN 30" FROM FF PROJECTION MIN 30" FROM FF W/D W/D KITCHEN CLOSET #1 REF 1ST FLR ROOF BELOW BATH #1 16 16 16 16 16 16 16 16 UP UP UP UP A/G ASV S D A A A/GA/GA/GA/G+80"A/GU.C.220VA/G A/G A A A A A 22 0 DI S C O N N E C T G/W P S A WP S3DS3 S3D S 3 SVSDS HE , P C G WP SSDSV U. C . 2 2 0 V +8 0 " A/ G A/G A/GA/ G A/G SS U.C1/2HOT S G G SD A A A G A A A A A G S BEDRM. #1 BEDRM. #1 BEDRM. #1 BEDRM. #1 CL O S E T # 1 CL O S E T # 1 CL O S E T # 1 BATH #1 BATH #1 BATH #1 S3DS3 S3DS3D S 3S3D TO LIGHT/SWITCH @ 3RD FLR TO LIGHT/SWITCH@ 1ST FLR GA/G A/G A/GU.C.220V+80"A/G SS A A A A A SD HE , P C G WP SSDSV SG/W P A AA A GA/G A/G A/GU.C.220V+80"A/G SS A A A A A SD HE , P C G WP S 3 SSDSV S D S G/W P A A A S 3 S 3 S D A S 3 TO LIGHT/ SWITCH @ 1ST FLR S S A S3 TO LIGHT/SWITCH@ 3RD FLR TO LIGHT/SWITCH@ 3RD FLR S3 TO LIGHT/ SWITCH @ 1ST FLR A/GA/G A/GU.C1/2HOT AG A/GA/G A/GU.C1/2HOT AG SD SD SDCM SDCM SD SD SD CM SD CM HE,PC G DW DW DW DW SD SD A.C.A/C CONDENSER UNIT: Provide equipment platform for AC Unit at roof deck TV TELEVISION ANTENNA with cable ready TELEPHONE OUTLET G FUEL GAS VALVE HB HOSE BIB: All hose bibs must be protected by an anti-siphon device [CPC 603.1] EXHAUST DUCT: 4" diameter exhaust for dryer. 6" diameter exhaust for kitchen. Limited to 14' and 2 elbows. Reduce 2' for every elbow in excess of 2. (100 CFM min) PUSH BUTTON FOR DOOR CHIMES 200 AMP. MIN ELECTRICAL PANEL INDOOR AIR QUALITY FAN, Specs per energy report TANKLESS WATER HEATER TWH DR CEILING RECESS LIGHT (HE=High Efficacy) SURFACE MOUNTING CEILING LIGHT (HE=High Efficacy) BRACKET MOUNTED WALL LIGHT (HE=High Efficacy) F SURFACE MOUNTED CEILING LIGHT (High Efficacy Fluorescent) .FLOOR DUPLEX OUTLET w/ ARC-FAULT INTERRUPTER SWITCHES (Mounted 36"- 48" ABOVE F.F.) * Legend:3 3 Way SwitchDDimmer Switch3D3 Way Dimmer SwitchWP Water Proof * 3V 3 Way Vacacny SensorVVacancy Sensor *OUTLET (Mounted 12"- 48" ABOVE F.F.) * LEGEND:ARC w/ ARC-fault circuit interrupterW.P.w/ Waterproof outlet/ GFIG.F.I.w/ Ground Fault Circuit-interrupterA/G w/ Dual Function AFCI / GFI Protected All Outlets are ARC FAULT in Interrupter AFCI (Except GFI) WALL LEGEND HARD WIRE SMOKE DETECTOR w/ battery backup & low battery signal, sd shall sound an alarm in all sleeping areas of the dwelling unit which they are locatedCARBON MONOXIDE CAST IRON 30"x TUB/SHOWER COMBINATION w/ drain as shown - wall covering shall be cement plaster, tile or approved equal, 70" above the drain at the shower or tub/shower combo, provide shatter-resistant materials for tub/shower enclosureSHOWER STALL Glass enclosure doors and panels must be labeled category ii, swing the door outward, net area of receptor shall not be less than shatter-resistant materials for tub/shower enclosure WASHER / DRYER REFRIGERATOR a 30" wd./ 72" ht refrigerator space with water line provided 30" STOVE, w/ 30" clearance with proper ventilation to outside air (100 cfm min.) 24" WIDE DISHWASHER WATER CLOSET (1.2 GALLONS PER FLUSH MAX)24" clear in front and 30" min wide compartment ATTIC FURNACE AND PASSAGEWAY- 30"X30" attic access. 24" wide of solid continuous flooring from scuttle to equipment and it's control. 20' max of passageway W/D REF DW • • QUIET EXHAUST FAN w/ min. 5 air exchanges per hourFan shall be energy compliant and be conducted to terminate to the outside of the buildingFans, not functioning as component of a whole house ventilation, must be controlled by a humidity control EXIT SIGN: Shall be connected to an emergency power system that will provide an illumination of not less than 90min. In case of primary power loss CM SD WALL-MOUNTED LAVATORY STAINLESS STEEL, UNDER MOUNT KITCHEN SINK UTILITY PLAN LEGEND Convenience outlets @ 12" Abv. floor & 9" Abv. kitchen / bath counter VENTILATION NOTES FAMILY DWELLING GUIDELINES • • • • • • • • All luminaires installed in residential construction must qualify as “high efficacy luminaires.”All permanently installed luminaires w/ interchangeable lamps must contain lamps that comply w/ the req's of joint appendix 8 (ja8) and be appropriately marked to be considered “high efficacy luminaires.” Recessed down-light luminaires and enclosed luminaires are required to contain a ja8 compliant lamp that meets the elevated temperature requirement. Recessed down-light luminaires with screw based sockets are no longer permitted to be installed. Additionally, all luminaires that are installed with ja8-certified light sources are required to be controlled by either a dimmer or vacancy sensor. The builder must provide the new homeowner with a luminaire schedule (as required in title 24 california code of regulations, part 1, §10-103(b)) that includes a list of lamps installed in the luminaries so that the homeowner knows what light sources they are entitled to when they take possession of the new home. The number of blank electrical boxes (j-box) installed more than five feet above the finished floor shall not be greater than the number of bedrooms. These electrical boxes shall be served by a dimmer, a vacancy sensor, or fan speed control. Manual-on/automatic-off occupant sensors motion sensors, photo-control astronomical time clock controls and dimmers installed to comply with §150.0(k) must have been certified to the energy commission by their manufacturer, pursuant to the provisions of the title 20 appliance efficiency regulations (title 20 california code of regulations, §1606), as required by § 110.9.The energy standards require vacancy sensors to control at least one luminaire in the following room types: bathrooms, utility rooms, laundry rooms, and garages. All outdoor lighting attached to the residence or to other buildings on the same lot must be high efficacy, and must be controlled by a manual on and off switch and one of the following automatic control types: photo-control and motion sensor, photo-control and automatic time switch control, astronomical time clock control that automatically turns the outdoor lighting off during daylight hours, or emcs that provides the functionality of an astronomical time clock, does not have an override or bypass switch that allows the luminaire to be always on, and is programmed to automatically turn the outdoor lighting off during daylight hours. Recessed downlight luminaires in ceilings. Luminaires recessed into ceilings shall meet all of the following requirements: RECESSED LUMINAIRES • • • • • • B listed, as defined in section 100.1, for zero clearance insulation contact (ic) by underwriters laboratories or other nationally recognized testing/rating laboratory; and Have a label that certifies the luminaire is airtight with air leakage less than 2.0 cfm at 75 pascals when tested in accordance with ASTM E283. An exhaust fan housing shall not be required to be certified airtight; andBe sealed with a gasket or caulk between the luminaire housing and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with agasket or caulk; and For luminaires with hardwired ballasts or drivers, allow ballast or driver maintenance and replacement to be readily accessible to building occupants from below the ceiling without requiring the cutting of holes in the ceiling; andShall not contain screw base sockets; and Shall contain light sources that comply with references joint appendix ja8, including the elevated temperature requirements, and that are marked “ja8-2016-e” as specified in reference joint appendix ja8. PLUMBING NOTES: • • • • • • • • Any fixed appliance such as disposal, dishwasher, clothes washer, dryer, built- in heaters, or any other fixed appliance with 1/4 h.P. Motor or larger, shall be on a separate #12 awg wire branch circuit. Each dwelling unit shall have installed therein an individual disposal circuit supplied with a minimum #12 awg wire and a 15 amp indicating-type switchOutdoor outlets with W.P. & GFI to be provided at rear entrance to each unit Attice installed fau units shall have disconnect within sight or lock on device on panel. Provide light, switch and 120-v oulet at access. Provide smoke and carbon monoxide detectors on plans for each unit, including attached garage Light and panels shall not be recessed in fire rated assemblies unless boxed with equiv. Construction.All electrical appurtenances shall be 18" min. Above finish floor of parking garageW.P. Cover of outlets to comply with sect. 406.8 (b)(1) CEC All lights and switch required by CEC ELECTRICAL NOTES: • •• ••• • • Pin-based linear or compact fluorescent lamps with electronic ballasts Pulse-start metal halide lampsHigh pressure sodium lamps Gu-24 sockets rated for led lampsGu-24 socket rated for compact fluorescent lampsLuminaires using led light sources which have been certified to the commission as high efficacy in accordance with reference joint appendix ja8Luminaire housings rated by manufacturer for use w/ only led light engines Induction lamps HIGH EFFICACY LIGHT SOURCES • • • • • • Maximum water velocity in pipes shall be 8 fps for cold water and 5 fps for hot water as pipe sizing criteria Upper terminal cleanouts are required for all horizontal drainage piping servicing sinks and urinals Stand pipe receptor for clothes washer shall not extend more than 30" or less than 18" above its trapTrap for clothes washer standpipe receptor shall be installed below the floor, but shall be roughed in not less than 6" and no more than 18" above the floorGas piping shall be kept a min 6" above grade or structure Stand pipe reeptor for clothes washer shall not extend more than 30" or less than 18" above its trap (2016 cpc section 804.1) • • A sound rating of one sone or less at the required ventilation flow rate is required for each ceiling mounted whole building ventilation fanThe exhaust fan control used for whole-building continuous operation is required to maintain minimum levels of outside air ventilation required for good health, the fan control should be on at all times when the building is occupied, unless there is a severe outdoor air contamination UTILITY PLAN KEYNOTES 1 3 10 11 TANKLESS HEATER 95% ENERGY FACTOR, SEE AD2-19PROVIDE P&T VALVE AND DRAIN TO OUTSIDE. OR 3" DIA. X 48" BARRIER POST DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER UNIT AND A NEARBY POSITIVE MEANS OF DISCONECT AND 120 VOLT RECEPTACLE. EXTERIOR PADS SUPPORTING COMPRESSOR/CONDENSER/WATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADE. [MC909.3;PC 510.6] 16 VENTILATION DEVICE MUST BE VENTED TO THE OUTSIDE WITH EITHER INTERMITTENT (KITCHEN ≥ 100 CFM, BATHROOM ≥ 50 CFM, WITH HUMIDSTAT OR CONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE 150(o)] 18 NO FIREPLACE PROVIDED 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY FAN 66 CFM MIN. CFM. LOCATION AT 3RD FLOOR 23 PROVIDE 30"X30" ATTIC ACCESS, MIN 30"HT HEADROOM CLEARANCE PROVIDE HOOD VENT TO OUTSIDE AIR AT KITCHEN & DRYER. EXHAUST DUCT- 4" DIAMETER EXHAUST FOR DRYER. 6" DIAMETER EXHAUST FOR KITCHEN. LIMITED TO 14' AND 2 ELBOWS. REDUCE 2' FOR EVERY ELBOW IN EXCESS OF 2. DRYER VENT TO BE SMOOTH WALL METAL WITHOUT SCREW CONNECTIONS (CMC504.3.1.1), LOCAL EXHAUST VENTILATION ABOVE COOKING APPLIANCES SHALL HAVE A MAX RATING OF 3 SONES @ 100 CFM. (CMC 504.2 & ASHRAE 62.2 TYP.) EXHAUST VENT MUST COMPLY WITH SECTION R303.52 & R303.5.2 CRC. • • • • • • 120 V ELECTRICAL RECEPTACLE THAT IS WITHIN 3FT OF WATER HEATER AND ACCESSIBLE TO WATER HEATER WITH NO OBSTRUCTIONCATEGORY III OR IV VENT, OR A TYPE B VENT W/ STRAIGHT PIPE BETW. THEOUTSIDE TERMINATION AND SPACE WHERE WATER HEATER IS INSTALLED CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANT GAS SUPPLY LINE W/ CAPACITY OF AT LEAST 200,000 BTU/HR TO WATER HEATER TANKLESS WATER HEATER TO BE MOUNTED AND ELEVATED TO BE PROTECTED FROM VEHICLE DAMAGE (CMC 308.1, CPC 507.13 & 1208.6.1) - 36" MIN ABOVE F.F.IT MUST BE UL APPROVED / THIRD PARTY 24 FURNACE AT ATTIC SEE 3RD FLOOR PLAN AND ENERGY REPORT FOR SPEC 26 DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MINIMUM SHEET METAL AND SHALL HAVE NO OPENING INTO THE GARAGE - PER SECTION 406.4.4.3 27 MIN. 1" (INSIDE DIAMETER) LISTED RACEWAY TO ACCOMODATE 208/240 VOLT BRANCH CIRCUIT). 28 PENTRATIONS OF ELECTICAL OUTLET BOXES IN COMMON WALLS BETWEEN DWELLING UNITS, SHALL BE PROTECTED (CRC R302.4) DAMPER REQUIRE FOR PENTATION OF ONE-HOUR FIRE RATED SEAPARATION WALL 29 FOR ALL GAS APPLIANCES AND METERS: PROVIDE PROTECTION FROM AUTO IMPACT. GAS METER AND APPLIANCES IN GARAGE, ADJACENET SPACES OPENING INTO THE GARAGE OR OTHER LOCATIONS SHALL BE PROTECTED FROM VEHICLE DAMAGE 21 A DRYER COMPARTMENT SHALL BE PROVIDED WITH A MIUIMUM OPENING OF 100 SQUARE INCHES FOR MAKEUP AIR IN THE DOOR OR BY OTHER APPROVED MEANS. [CMC 504.3.2], • • • • RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER).RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES. SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS “EV CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE” ELECTRIC VEHICLE (EV) FOR NEW CONSTRUCTION INSTALL A LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT FOR EACH DWELLING UNIT.” 2X6 OR LARGER STUD WALL 2X4 STUD WALL 1-HR FIRE-RESISTIVE WALL 8" CMU WALL PARTY / DWELLING WALL 1-HOUR RATED (SEE SHEET FIRE/SOUND WALL) CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 1/4" = 1'-0" 9/14/2023 11:17:52 AM A-3.1 Checker 2ND FLOOR UTILITY PLAN 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" 2ND FLOOR PLANN UNIT A UNIT D M. BATH M. CLOSET M. BEDRM. M. BATH UNIT CM. BATH M.CLOSET BATH #2 CL O S E T # 2 BATH #2 CLOSET #2 +12"RAISEDPLATFORM M. BED RM. M. BEDRM.BEDRM. #2 UNIT B M. CLOSET M. BEDRM. M. CLOSET M. BATH 16 16 16 16 16 16 16 16 BEDRM. #2 BEDRM. #2 BEDRM. #2 CLOSET #2 CLOSET #2 BATH #2 BATH #2 23 24 24 23 G G WP WP SVSDS SVSDS G SV SDA AA AA A ASD A A SS3 A A G G WP WP SVSDS SVSDS G SV SDA AA AA A ASD A A SS3 A A TO SWITCH@ 2ND FLR TO SWITCH@ 2ND FLR A A A A A SSDSV S D WP SVWP G G G SVSDS WP G SVSDS G G S VSSD S V S D S3S A A AA A A SD SS 3 A A A A A A A A AA A SD A TO LIGHT/SWITCH@ 2ND FLR TO LIGHT/SWITCH@ 2ND FLR CH: 8'-0" SDSD SD CM SDSD SD CM SD SD CM SD SD SD 19 19 19 19 SD CM A.C.A/C CONDENSER UNIT: Provide equipment platform for AC Unit at roof deck TV TELEVISION ANTENNA with cable ready TELEPHONE OUTLET G FUEL GAS VALVE HB HOSE BIB: All hose bibs must be protected by an anti-siphon device [CPC 603.1] EXHAUST DUCT: 4" diameter exhaust for dryer. 6" diameter exhaust for kitchen. Limited to 14' and 2 elbows. Reduce 2' for every elbow in excess of 2. (100 CFM min) PUSH BUTTON FOR DOOR CHIMES 200 AMP. MIN ELECTRICAL PANEL INDOOR AIR QUALITY FAN, Specs per energy report TANKLESS WATER HEATER TWH DR CEILING RECESS LIGHT (HE=High Efficacy) SURFACE MOUNTING CEILING LIGHT (HE=High Efficacy) BRACKET MOUNTED WALL LIGHT (HE=High Efficacy) F SURFACE MOUNTED CEILING LIGHT (High Efficacy Fluorescent) .FLOOR DUPLEX OUTLET w/ ARC-FAULT INTERRUPTER SWITCHES (Mounted 36"- 48" ABOVE F.F.) * Legend:3 3 Way SwitchDDimmer Switch3D3 Way Dimmer SwitchWP Water Proof * 3V 3 Way Vacacny SensorVVacancy Sensor *OUTLET (Mounted 12"- 48" ABOVE F.F.) * LEGEND:ARC w/ ARC-fault circuit interrupterW.P.w/ Waterproof outlet/ GFIG.F.I.w/ Ground Fault Circuit-interrupterA/G w/ Dual Function AFCI / GFI Protected All Outlets are ARC FAULT in Interrupter AFCI (Except GFI) WALL LEGEND HARD WIRE SMOKE DETECTOR w/ battery backup & low battery signal, sd shall sound an alarm in all sleeping areas of the dwelling unit which they are locatedCARBON MONOXIDE CAST IRON 30"x TUB/SHOWER COMBINATION w/ drain as shown - wall covering shall be cement plaster, tile or approved equal, 70" above the drain at the shower or tub/shower combo, provide shatter-resistant materials for tub/shower enclosureSHOWER STALL Glass enclosure doors and panels must be labeled category ii, swing the door outward, net area of receptor shall not be less than shatter-resistant materials for tub/shower enclosure WASHER / DRYER REFRIGERATOR a 30" wd./ 72" ht refrigerator space with water line provided 30" STOVE, w/ 30" clearance with proper ventilation to outside air (100 cfm min.) 24" WIDE DISHWASHER WATER CLOSET (1.2 GALLONS PER FLUSH MAX)24" clear in front and 30" min wide compartment ATTIC FURNACE AND PASSAGEWAY- 30"X30" attic access. 24" wide of solid continuous flooring from scuttle to equipment and it's control. 20' max of passageway W/D REF DW • • QUIET EXHAUST FAN w/ min. 5 air exchanges per hourFan shall be energy compliant and be conducted to terminate to the outside of the buildingFans, not functioning as component of a whole house ventilation, must be controlled by a humidity control EXIT SIGN: Shall be connected to an emergency power system that will provide an illumination of not less than 90min. In case of primary power loss CM SD WALL-MOUNTED LAVATORY STAINLESS STEEL, UNDER MOUNT KITCHEN SINK UTILITY PLAN LEGEND Convenience outlets @ 12" Abv. floor & 9" Abv. kitchen / bath counter VENTILATION NOTES FAMILY DWELLING GUIDELINES • • • • • • • • All luminaires installed in residential construction must qualify as “high efficacy luminaires.”All permanently installed luminaires w/ interchangeable lamps must contain lamps that comply w/ the req's of joint appendix 8 (ja8) and be appropriately marked to be considered “high efficacy luminaires.” Recessed down-light luminaires and enclosed luminaires are required to contain a ja8 compliant lamp that meets the elevated temperature requirement. Recessed down-light luminaires with screw based sockets are no longer permitted to be installed. Additionally, all luminaires that are installed with ja8-certified light sources are required to be controlled by either a dimmer or vacancy sensor. The builder must provide the new homeowner with a luminaire schedule (as required in title 24 california code of regulations, part 1, §10-103(b)) that includes a list of lamps installed in the luminaries so that the homeowner knows what light sources they are entitled to when they take possession of the new home. The number of blank electrical boxes (j-box) installed more than five feet above the finished floor shall not be greater than the number of bedrooms. These electrical boxes shall be served by a dimmer, a vacancy sensor, or fan speed control. Manual-on/automatic-off occupant sensors motion sensors, photo-control astronomical time clock controls and dimmers installed to comply with §150.0(k) must have been certified to the energy commission by their manufacturer, pursuant to the provisions of the title 20 appliance efficiency regulations (title 20 california code of regulations, §1606), as required by § 110.9.The energy standards require vacancy sensors to control at least one luminaire in the following room types: bathrooms, utility rooms, laundry rooms, and garages. All outdoor lighting attached to the residence or to other buildings on the same lot must be high efficacy, and must be controlled by a manual on and off switch and one of the following automatic control types: photo-control and motion sensor, photo-control and automatic time switch control, astronomical time clock control that automatically turns the outdoor lighting off during daylight hours, or emcs that provides the functionality of an astronomical time clock, does not have an override or bypass switch that allows the luminaire to be always on, and is programmed to automatically turn the outdoor lighting off during daylight hours. Recessed downlight luminaires in ceilings. Luminaires recessed into ceilings shall meet all of the following requirements: RECESSED LUMINAIRES • • • • • • B listed, as defined in section 100.1, for zero clearance insulation contact (ic) by underwriters laboratories or other nationally recognized testing/rating laboratory; and Have a label that certifies the luminaire is airtight with air leakage less than 2.0 cfm at 75 pascals when tested in accordance with ASTM E283. An exhaust fan housing shall not be required to be certified airtight; andBe sealed with a gasket or caulk between the luminaire housing and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with agasket or caulk; and For luminaires with hardwired ballasts or drivers, allow ballast or driver maintenance and replacement to be readily accessible to building occupants from below the ceiling without requiring the cutting of holes in the ceiling; andShall not contain screw base sockets; and Shall contain light sources that comply with references joint appendix ja8, including the elevated temperature requirements, and that are marked “ja8-2016-e” as specified in reference joint appendix ja8. PLUMBING NOTES: • • • • • • • • Any fixed appliance such as disposal, dishwasher, clothes washer, dryer, built- in heaters, or any other fixed appliance with 1/4 h.P. Motor or larger, shall be on a separate #12 awg wire branch circuit. Each dwelling unit shall have installed therein an individual disposal circuit supplied with a minimum #12 awg wire and a 15 amp indicating-type switchOutdoor outlets with W.P. & GFI to be provided at rear entrance to each unit Attice installed fau units shall have disconnect within sight or lock on device on panel. Provide light, switch and 120-v oulet at access. Provide smoke and carbon monoxide detectors on plans for each unit, including attached garage Light and panels shall not be recessed in fire rated assemblies unless boxed with equiv. Construction.All electrical appurtenances shall be 18" min. Above finish floor of parking garageW.P. Cover of outlets to comply with sect. 406.8 (b)(1) CEC All lights and switch required by CEC ELECTRICAL NOTES: • •• ••• • • Pin-based linear or compact fluorescent lamps with electronic ballasts Pulse-start metal halide lampsHigh pressure sodium lamps Gu-24 sockets rated for led lampsGu-24 socket rated for compact fluorescent lampsLuminaires using led light sources which have been certified to the commission as high efficacy in accordance with reference joint appendix ja8Luminaire housings rated by manufacturer for use w/ only led light engines Induction lamps HIGH EFFICACY LIGHT SOURCES • • • • • • Maximum water velocity in pipes shall be 8 fps for cold water and 5 fps for hot water as pipe sizing criteria Upper terminal cleanouts are required for all horizontal drainage piping servicing sinks and urinals Stand pipe receptor for clothes washer shall not extend more than 30" or less than 18" above its trapTrap for clothes washer standpipe receptor shall be installed below the floor, but shall be roughed in not less than 6" and no more than 18" above the floorGas piping shall be kept a min 6" above grade or structure Stand pipe reeptor for clothes washer shall not extend more than 30" or less than 18" above its trap (2016 cpc section 804.1) • • A sound rating of one sone or less at the required ventilation flow rate is required for each ceiling mounted whole building ventilation fanThe exhaust fan control used for whole-building continuous operation is required to maintain minimum levels of outside air ventilation required for good health, the fan control should be on at all times when the building is occupied, unless there is a severe outdoor air contamination UTILITY PLAN KEYNOTES 1 3 10 11 TANKLESS HEATER 95% ENERGY FACTOR, SEE AD2-19PROVIDE P&T VALVE AND DRAIN TO OUTSIDE. OR 3" DIA. X 48" BARRIER POST DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER UNIT AND A NEARBY POSITIVE MEANS OF DISCONECT AND 120 VOLT RECEPTACLE. EXTERIOR PADS SUPPORTING COMPRESSOR/CONDENSER/WATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADE. [MC909.3;PC 510.6] 16 VENTILATION DEVICE MUST BE VENTED TO THE OUTSIDE WITH EITHER INTERMITTENT (KITCHEN ≥ 100 CFM, BATHROOM ≥ 50 CFM, WITH HUMIDSTAT OR CONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE 150(o)] 18 NO FIREPLACE PROVIDED 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY FAN 66 CFM MIN. CFM. LOCATION AT 3RD FLOOR 23 PROVIDE 30"X30" ATTIC ACCESS, MIN 30"HT HEADROOM CLEARANCE PROVIDE HOOD VENT TO OUTSIDE AIR AT KITCHEN & DRYER. EXHAUST DUCT- 4" DIAMETER EXHAUST FOR DRYER. 6" DIAMETER EXHAUST FOR KITCHEN. LIMITED TO 14' AND 2 ELBOWS. REDUCE 2' FOR EVERY ELBOW IN EXCESS OF 2. DRYER VENT TO BE SMOOTH WALL METAL WITHOUT SCREW CONNECTIONS (CMC504.3.1.1), LOCAL EXHAUST VENTILATION ABOVE COOKING APPLIANCES SHALL HAVE A MAX RATING OF 3 SONES @ 100 CFM. (CMC 504.2 & ASHRAE 62.2 TYP.) EXHAUST VENT MUST COMPLY WITH SECTION R303.52 & R303.5.2 CRC. • • • • • • 120 V ELECTRICAL RECEPTACLE THAT IS WITHIN 3FT OF WATER HEATER AND ACCESSIBLE TO WATER HEATER WITH NO OBSTRUCTIONCATEGORY III OR IV VENT, OR A TYPE B VENT W/ STRAIGHT PIPE BETW. THEOUTSIDE TERMINATION AND SPACE WHERE WATER HEATER IS INSTALLED CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANT GAS SUPPLY LINE W/ CAPACITY OF AT LEAST 200,000 BTU/HR TO WATER HEATER TANKLESS WATER HEATER TO BE MOUNTED AND ELEVATED TO BE PROTECTED FROM VEHICLE DAMAGE (CMC 308.1, CPC 507.13 & 1208.6.1) - 36" MIN ABOVE F.F.IT MUST BE UL APPROVED / THIRD PARTY 24 FURNACE AT ATTIC SEE 3RD FLOOR PLAN AND ENERGY REPORT FOR SPEC 26 DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MINIMUM SHEET METAL AND SHALL HAVE NO OPENING INTO THE GARAGE - PER SECTION 406.4.4.3 27 MIN. 1" (INSIDE DIAMETER) LISTED RACEWAY TO ACCOMODATE 208/240 VOLT BRANCH CIRCUIT). 28 PENTRATIONS OF ELECTICAL OUTLET BOXES IN COMMON WALLS BETWEEN DWELLING UNITS, SHALL BE PROTECTED (CRC R302.4) DAMPER REQUIRE FOR PENTATION OF ONE-HOUR FIRE RATED SEAPARATION WALL 29 FOR ALL GAS APPLIANCES AND METERS: PROVIDE PROTECTION FROM AUTO IMPACT. GAS METER AND APPLIANCES IN GARAGE, ADJACENET SPACES OPENING INTO THE GARAGE OR OTHER LOCATIONS SHALL BE PROTECTED FROM VEHICLE DAMAGE 21 A DRYER COMPARTMENT SHALL BE PROVIDED WITH A MIUIMUM OPENING OF 100 SQUARE INCHES FOR MAKEUP AIR IN THE DOOR OR BY OTHER APPROVED MEANS. [CMC 504.3.2], • • • • RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER).RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES. SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS “EV CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE” ELECTRIC VEHICLE (EV) FOR NEW CONSTRUCTION INSTALL A LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT FOR EACH DWELLING UNIT.” 2X6 OR LARGER STUD WALL 2X4 STUD WALL 1-HR FIRE-RESISTIVE WALL 8" CMU WALL PARTY / DWELLING WALL 1-HOUR RATED (SEE SHEET FIRE/SOUND WALL) CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 1/4" = 1'-0" 9/14/2023 11:17:58 AM A-3.2 Checker 3RD FLOOR UTILITY PLAN 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" 3RD FLOOR PLANN 1ST F.F. T.O.P.1 BLDG PAD / AVG EX. GRADE TOP OF ROOF 2ND F.F. T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 3 A-5.1 4 A-5.1 8" 8' - 0 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 4' - 4 " 33 ' - 0 " 1 6 5 2 3 12 5 3 2 104 1ST F.F. T.O.P.1 BLDG PAD / AVG EX. GRADE TOP OF ROOF 2ND F.F. T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 2 A-5.0 8" 8' - 0 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 4' - 4 " 33 ' - 0 " 1 2 3 5 6 65 3 7 2 13 4 1 A-5.0 1ST F.F. T.O.P.1 BLDG PAD / AVG EX. GRADE TOP OF ROOF 2ND F.F. T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 2 A-5.0 4' - 4 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 0 " 8" 33 ' - 0 " 1 2 3 5 12 7 5 3 30 " m i n . 2' - 6 " 6 10 2 5 1 A-5.0 1ST F.F. T.O.P.1 BLDG PAD / AVG EX. GRADE TOP OF ROOF 2ND F.F. T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 3 A-5.1 4 A-5.1 8" 8' - 0 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 4' - 4 " 33 ' - 0 " 7 6 5 2 5 3 1 2 3 SCALE: 1/4" = 1'-0" BLDG 1 - EAST SCALE: 1/4" = 1'-0" BLDG 1 - NORTH SCALE: 1/4" = 1'-0" BLDG 1 - SOUTH SCALE: 1/4" = 1'-0" BLDG 1 - WEST FINISH SCHEDULE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. ROOF SHINGLES (GAF) UL ER21-01TIMBERLINE COOL, COLOR: WEATHERED WOODEXTERIOR CLADDING (FIBERON), WILDWOOD COMPOSITE CLADDING, SAHARA COLLECTION, COLOR: MULGAWINDOW (MILGARD WINDOWS): TRINSINC VINYL. COLOR: BLACKSTUCCOED TRIM (MILLWORK BY OTHERS): FLAT BOARD TRIM. PAINTED TO MATCH STUCCO COLORCEMENT PLASTER (LIGHT) (LA HABRA STUCCO): 7/8" EXTERIOR SMOOTH FINISH STUCCO, COLOR: P-505 AGATE CEMENT PLASTER (DARKER) (MERLEX STUCCO): 7/8" EXTERIOR SMOOTH FINISH STUCCO, COLOR: P-2090 THUNDER SKY FASCIA BOARD (MILLWORK BY OTHERS): 2X4" WOOD, PAINTED, COLOR: CHARCOAL SKETCH DET628 (DUNN EDWARDS PAINT)METAL WORK (COLOR BLACK BY OTHERS)DOWNSPOUT / LEADERHEAD / RAIN GUTTER (IRONWORK BY OTHERS), COLOR: GREY GARAGE DOOR (AMARR HORIZON COLLECTION, COLOR COPPER ANODIZE)RAILING WROUGHT IRON BY OTHERS): COLOR BLACKEXT. LIGHTING: OUTDOOR WALL SCONCE, DOWNWARD LIGHT, LIGHTING FIXTURES MUST BE OF A STYLE DIRECTED DOWNWARD TO ENSURE THAT LIGHTING WILL NOT NEGATIVELY AFFECT THE NEIGHBORS ELDORADO STONE: RIDGE TOP18 , GRANITE SPIRE CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 1/4" = 1'-0" 9/14/2023 11:18:08 AM A-4.0 Checker ELEVATIONS - BLDG 1 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - 1ST F.F. T.O.P.1 BLDG PAD / AVG EX. GRADE TOP OF ROOF 2ND F.F. T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 6 A-5.1 5 A-5.1 8" 8' - 0 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 4' - 4 " 33 ' - 0 " 1 7 5 3 6 12 5 4 1ST F.F. T.O.P.1 BLDG PAD / AVG EX. GRADE TOP OF ROOF 2ND F.F. T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 6 A-5.1 5 A-5.1 8" 8' - 0 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 4' - 4 " 33 ' - 0 " 1 7 5 3 6 2 12 1ST F.F. T.O.P.1 BLDG PAD / AVG EX. GRADE TOP OF ROOF 2ND F.F. T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 2 A-5.0 4' - 4 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 0 " 8" 33 ' - 0 " 1 7 2 3 5 6 12 1 A-5.0 1ST F.F. T.O.P.1 BLDG PAD / AVG EX. GRADE TOP OF ROOF 2ND F.F. T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 2 A-5.0 8" 8' - 0 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 4' - 4 " 33 ' - 0 " 132 57 11 1 A-5.0 SCALE: 1/4" = 1'-0" BLDG 2 - EAST SCALE: 1/4" = 1'-0" BLDG 2 - WEST SCALE: 1/4" = 1'-0" BLDG 2 - SOUTH SCALE: 1/4" = 1'-0" BLDG 2 - NORTH FINISH SCHEDULE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. ROOF SHINGLES (GAF) UL ER21-01TIMBERLINE COOL, COLOR: WEATHERED WOODEXTERIOR CLADDING (FIBERON), WILDWOOD COMPOSITE CLADDING, SAHARA COLLECTION, COLOR: MULGAWINDOW (MILGARD WINDOWS): TRINSINC VINYL. COLOR: BLACKSTUCCOED TRIM (MILLWORK BY OTHERS): FLAT BOARD TRIM. PAINTED TO MATCH STUCCO COLORCEMENT PLASTER (LIGHT) (LA HABRA STUCCO): 7/8" EXTERIOR SMOOTH FINISH STUCCO, COLOR: P-505 AGATECEMENT PLASTER (DARKER) (MERLEX STUCCO): 7/8" EXTERIOR SMOOTH FINISH STUCCO, COLOR: P-2090 THUNDER SKY FASCIA BOARD (MILLWORK BY OTHERS): 2X4" WOOD, PAINTED, COLOR: CHARCOAL SKETCH DET628 (DUNN EDWARDS PAINT)METAL WORK (COLOR BLACK BY OTHERS)DOWNSPOUT / LEADERHEAD / RAIN GUTTER (IRONWORK BY OTHERS), COLOR: GREY GARAGE DOOR (AMARR HORIZON COLLECTION, COLOR COPPER ANODIZE)RAILING WROUGHT IRON BY OTHERS): COLOR BLACKEXT. LIGHTING: OUTDOOR WALL SCONCE, DOWNWARD LIGHT, LIGHTING FIXTURES MUST BE OF A STYLE DIRECTED DOWNWARD TO ENSURE THAT LIGHTING WILL NOT NEGATIVELY AFFECT THE NEIGHBORS ELDORADO STONE: RIDGE TOP18 , GRANITE SPIRE CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 1/4" = 1'-0" 9/14/2023 11:18:16 AM A-4.1 Checker ELEVATIONS - BLDG 2 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - 1ST F.F. T.O.P.1 BLDG PAD / AVG EX. GRADE TOP OF ROOF 2ND F.F. T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 6 A-5.1 3 A-5.1 4 A-5.1 5 A-5.1 4' - 4 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 0 " 8" 33 ' - 0 " UNIT A UNIT A 2-CAR GARAGE UNIT C 2-CAR GARAGE DINING LIVINGBEDRM. #1 KITCHENKITCHENLIVING M. BATH M. BEDRM.BEDRM. #2BATH #2BEDRM. #2 M. BEDRM. UNIT C 2 AD-4 TYP 8' - 9 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 4' - 4 " 9" 8' - 0 " 1' - 0 " R-30 R-19 R-19 R-30 R-19 R-19 1ST F.F. T.O.P.1 BLDG PAD / AVG EX. GRADE BLDG PAD / AVG EX. GRADE TOP OF ROOF 2ND F.F. T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 6 A-5.1 3 A-5.1 4 A-5.1 5 A-5.1 1' - 0 " 8' - 6 " 1' - 0 " 8' - 0 " 8" 8' - 6 " 1' - 0 " 4' - 4 " 33 ' - 0 " UNIT A UNIT B 2-CAR GARAGE UNIT D UNIT B UNIT D BEDRM. #1 BEDRM. #1 BATH #1 M. CLOSET M. BATHBEDRM. #2BATH #2 M. BATH M. CLOSET UNIT A BATH #1 BATH #2 GARAGE 2-CAR GARAGE AD-45 TYP AD-48 TYP AD-4 4 TYP 2AD-4 TYP 3 AD-4 AD-28 2AD-4 TYP 8' - 9 3 / 4 " 8' - 1 1 / 4 " R-30 R-19 R-19 R-30 R-19 R-19 1. 2. 3. 4. A RADIANT BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM IN ACCORDANCE WITH ASTM E 96 SHALL BE INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION AT THE ROOF OF 1ST AND 2ND FLOOR. PROVIDE MIN 1" GAP BETW. INSULATION AND BOTTOM OF ROOF SHEATHING PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT: • AT ALL GARAGE SIDE WALL SEPARATING HABITABLE SPACE • AT ENTIRE GARAGE CEILING USABLE SPACE UNDER STAIRWAY • AT WALLS AND CEILING ON ALL WALLS AND CEILING AT WASHER/DRYER,WATER HEATER AND MECHANICAL UNIT (FCU) • ON ALL WALLS, CEILING, POSTS, AND BEAMS ADJACENT TO OR SUPPORTING THE DWELLING. • AT ALL WALLS AND CEILING OF WATER HEATER WHERE THE OCCUPANCY SEPARATION IS HORIZONTAL,STRUCTURAL MEMBERS SUPPORTING THE SEPARATION SHALL BE PROTECTED BY EQUIVALENT FIRE-RESISTIVE CONSTRUCTION PROVIDE INSULATION TO ALL EXTERIOR WALLS, FLOORS ABOVE GARAGE AND CEILING SEPARATING THE ATTIC AND ROOF RAFTER, SEE ENERGY REPORT SECTION KEYNOTES CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 1/4" = 1'-0" 9/14/2023 11:18:21 AM A-5.0 Checker SECTIONS 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" Section 2 SCALE: 1/4" = 1'-0" Section 1 1ST F.F. T.O.P.1 TOP OF ROOF 2ND F.F. T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 2 A-5.0 1 A-5.0 BATH #2 BEDRM. #2 BATH #1 UNIT A 2-CAR GARAGE 9" 8' - 0 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 4' - 4 " 33 ' - 1 " R-30 R-19 R-19 1ST F.F. T.O.P.1 BLDG PAD / AVG EX. GRADE TOP OF ROOF 2ND F.F. T.O.P. 2T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 2 A-5.0 1 A-5.0 4' - 4 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 0 " 9" 33 ' - 1 " M. BATHM. BEDRM.M. BEDRM. DINING KITCHENBEDRM. #1CLOSET #1 UNIT A UNIT B 2-CAR GARAGE 2-CAR GARAGE8' - 9 " AD-48 TYP 2 AD-4 TYP R-30 R-19 R-19 1ST F.F. T.O.P.1 TOP OF ROOF 2ND F.F. T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 2 A-5.0 1 A-5.0 9" 8' - 0 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 4' - 4 " 33 ' - 1 " UNIT D UNIT C 2-CAR GARAGE 2-CAR GARAGE M. BEDRM.M. BATH M. BED RM.M. BATH KITCHEN BEDRM. #1 BEDRM. #1 KITCHEN 3 AD-4 R-30 R-19 R-19 1ST F.F. T.O.P.1 BLDG PAD / AVG EX. GRADE TOP OF ROOFTOP OF ROOF 2ND F.F. T.O.P. 2 3RD F.F. T.O.P.3 ROOF DECK 2 A-5.0 1 A-5.0 4' - 4 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 6 " 1' - 0 " 8' - 0 " 9" 33 ' - 1 " BEDRM. #2BEDRM. #2 UNIT C UNIT D UNIT D LIVING UNIT C LIVING AD-48 TYP AD-44 TYP 7' - 2 3 / 4 " 7' - 2 3 / 4 " 8' - 2 1 / 2 " R-30 R-19 1. 2. 3. 4. A RADIANT BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM IN ACCORDANCE WITH ASTM E 96 SHALL BE INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION AT THE ROOF OF 1ST AND 2ND FLOOR. PROVIDE MIN 1" GAP BETW. INSULATION AND BOTTOM OF ROOF SHEATHING PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT: • AT ALL GARAGE SIDE WALL SEPARATING HABITABLE SPACE • AT ENTIRE GARAGE CEILING USABLE SPACE UNDER STAIRWAY • AT WALLS AND CEILING ON ALL WALLS AND CEILING AT WASHER/DRYER,WATER HEATER AND MECHANICAL UNIT (FCU) • ON ALL WALLS, CEILING, POSTS, AND BEAMS ADJACENT TO OR SUPPORTING THE DWELLING. • AT ALL WALLS AND CEILING OF WATER HEATER WHERE THE OCCUPANCY SEPARATION IS HORIZONTAL,STRUCTURAL MEMBERS SUPPORTING THE SEPARATION SHALL BE PROTECTED BY EQUIVALENT FIRE-RESISTIVE CONSTRUCTION PROVIDE INSULATION TO ALL EXTERIOR WALLS, FLOORS ABOVE GARAGE AND CEILING SEPARATING THE ATTIC AND ROOF RAFTER, SEE ENERGY REPORT SECTION KEYNOTES CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 1/4" = 1'-0" 9/14/2023 11:18:27 AM A-5.1 Checker SECTIONS 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" Section 3 SCALE: 1/4" = 1'-0" Section 4 SCALE: 1/4" = 1'-0" Section 5 SCALE: 1/4" = 1'-0" Section 6 ONTO TILE4" MIN. ROOF SHEATHING 26 GA. G.I. FLASHING 2 LAYERS 60 MINUTE GRADE 'D' PAPER UNDERLAYMENT (30 lb. A.S.T.M. FELT MIN.) 26 GA. G.I. CORROSION-RESISTANT WEEP SCREED ROOF TILE SUPPORT NOG 1 2 3 4 6 7 1 2 3 6 4 UNDERLAYMENT CARRIED UP FACE OF FRAMING BEHIND UPSTAND FLASHING 5 5 7 8 9 8 MIN. 7/8" 3-COAT STUCCO O/ WIRE MESH 9 12" MIN . PROVIDE NAILING, BATTENS AND WIND CLIPS PER MFR.INSTALLATION RECOMMENDATIONS SECURE VALLEY FLASHING AT MAX.24" O.C. W/ CLIPS FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL.DO NOT NAIL FELT, BATTENS OR TILE THROUGH VALLEY FLASHING. WEAVED UNDERLAYMENT(30 lb. A.S.T.M. FELT MIN.) 30 lb. SWEAT SHEET UNDERFLASHING (MIN. 36" WIDE) FLAT CONCRETE TILE 26 GA. G.I. VALLEY FLASHING ROOF SHEATHING 1 2 3 4 5 6 5 3 1246 26 GA. G.I. DRIP CONC. ROOF TILE UNDERLAYMENT (30 lb. A.S.T.M. FELT MIN.) 2X RAFTERS ROOF SHEATHING 2X FASCIA BOARD(SEE ELEVATION) 2X FRAMING 1/ 2 " SEE ROOF PLAN PROVIDE NAILING,BATTENS AND WINDCLIPS PER MFR.INSTALLATIONRECOMMENDATIONS. REFER TO STRUCT.DWGS. FOR SHEAR REQUIREMENTS 60 MINUTE GRADE 'D' PAPER - 2 LAYERS 5/8" TYPE X GYP BD AT UNDERSIDE WHERE FIRE RATING CONSTRUCTION OCCURS MIN. 7/8" 3-COAT STUCCO O/ WIRE MESH 1 2 3 4 5 6 7 8 9 10 3 7 8 CEMENT PLASTER PER ELEVATION SCHEDULE, SEE MFR. INSTALLATION11 5/8" TYPE X GYP BD AT UNDERSIDEWHERE FIRE RATING CONSTRUCTION OCCURS 10 13 11 4 12 9 6 5 2 13 APPLY CONT. BEADOF ROOF MASTICO/ NOSE ENDS OFEACH RIDGE TILE. PROVIDE NAILING, BATTENSAND WIND CLIPS PER MFR.INSTALLATIONRECOMMENDATIONSUNDERLAYMENT (MIN. 30 lb. ROOF SHEATHING & UNDER 2X NAILER) A.S.T.M. FELT-CARRIED OVER ROOF TILE OVER ADDITIONAL LAYEROF #30 B 2PLY SHINGLE FASHIONPER STRUCTURAL AND ROOF PLAN 1 2 1 2 2X BLOCKING UNDERLAYMENT (30 lb.A.S.T.M. FELT MIN.) 2 X ROOF RAFTERS(SEE FRAMING PLAN) PLYWOOD ROOFSHEATHING AT FIELD ROOF TILE PROVIDE NAILING,BATTENS AND WINDCLIPS PER MFR.INSTALLATIONRECOMMENDATIONS. REFER TO STRUCT.DWGS. FOR SHEARREQUIREMENTS. 1/2" THK. GYPSUM BD. OR EQUAL (SEE STRU. FOR INFO.) PROVIDE REGULAR 2X4 @ 16” O.C. STUDS FOR GYPBOARD FRAMING 1 2 3 4 5 6 7 1 2 4 3 5 6 2 7 2 LAYERS 60 MINUTE GRADE 'D' PAPER 2X WOOD TRIM PER ELEVATIONS FLOOR JOIST SOLID BACKING EXTERIOR FINISH PER ELEVATION 1 2 6 8 5 PROVIDE INSULATION: (R-19 ON EXTERIOR WALL, R-19 ON FLOOR JOIST, R-30 ON CEILING JOIST) 3 PROVIDE NAILING,BATTENS AND WIND CLIPS PER MFR.INSTALLATION RECOMMENDATIONS. REFER TO STRUCT.DWGS. FOR SHEAR REQUIREMENTS. MIN. 7/8" 3-COAT STUCCO O/ WIRE MESH 2 6 7 8 5 4 6X8 DECORATIVE WOOD CORBEL, SEE ELEVATION, EXTEND MIN 2" AFTER WD. TRIM 4 1 ~2" 3• • •• • INSTALL SOLID BACKING TO EXTEND 2-INCHES BEYOND PLANTON AT FRAMING. (NOT REQUIRED AT WALLS WITH SHEATHING.)INSTALL BUILDING PAPER FLASHING BIB BEHIND PLANT-ON TO EXTEND 6-INCHES BEYOND IN ALL DIRECTIONS. INSTALL SELF ADHERED MEMBRANE BEHIND ALL WOOD TRIM.INSTALL PLANT-ON PER PLANS. (IF EXPOSED LAGS ARE TO BE USED, PRE-DRILL HOLES AND FILL WITH SEALANT PRIOR TO INSTALLATION OF LAGS.)INSTALL BUILDING PAPER LAPPED INTO BIB FLASHING. 12 " M I N . O'Hagin FLAT ROOF VENT1 2 3 4 5 6 7 CONCRETE ROOF TILE SHEATHING (PER STRUCTURAL) R.R. (PER STRUCTURAL) BATTEN INSULATION LINE C.J. & INSULATION 3761512 1 4" CONC. SLAB#4 @ 24" O.C. E.W. SEE STRUCT. DWGS. 2 2" SAND 4 6" MIN. COMPACTED GRAVEL 5 UNDISTURBED SOIL OR ENGINEERED FILLREFER TO CIVIL PLAN 3 6 MIL VAPOR BARRIER 1 2 3 4 5 REFER TO STRUCT. DWGS. FOR SHEAR REQUIREMENTS. 1 CONCRETE ROOF TILE 2 ROOF SHEATHING 3 4 5 ROOF TRUSS 6 CONTIONOUS SOLD FRAMING OR SOLID BLOCKING 7 INSULATION PER TITLE REPORT DROP BEAM SEE STRUCT. UNDERLAYMENT (30 lb. A.S.T.M. FELT MIN.) 5 7 6 3 2 1 4 8 CEILING JOIST 8 UNDERLAYMENT (30LB A.S.T.M. FELT MIN) LINE OF FLAT VALLEY BELOW 2X AT 16" O.C. (AS REQ'D) SCUPPER AT EAVE (MIN 4"X4") ROOF SHEATHING CONTINUOUS BACKING 30LB SWEAT SHEET UNDER FLASHING (MIN. 36" WIDE) LINE OF SLOPING VALLEY BELOW (AT WALL) 26 GA. GI FLASHING (MIN SLOPE 2:12) CONT. SEALANT 1 2 3 4 5 6 7 8 9 10 7 9 5 5 6 1 10 8 6" L A P M I N . SECTION 'A-A' 'A''A' 2 4" 4" 1 12" MIN. MIN . S L O P E 2 : 1 2 6 3 12 " M I N . VARIES (SEE PLAN) PLAN VIEW VA R I E S ( S E E P L A N ) 2X STUD RETAINING ANGLE FIRE DAMPER DUCT 1/2"THK FILLER PEICES - 2-1/2" WIDE TO BE INSTALLED AROUND ENTIRE OPENING - SCREWED 12" O.C. TO WEB OF RUNNERS AND STUDS. DAMPER SLEEVE 1/2 GYP. BD. PER STRUCT DWG. NOTE: THE RETAINING ANGLES ON BOTH SIDE OF THE FIRE DAMPER MAY BE INVERTED IN ORDER TO ACCOMODATE A REGISTER OR GRILLE 1 2 3 4 5 6 7 1 2 3 4 5 6 7 ROOF LINE 2X FRAMING ROUND VENT THRU ROOF G.I. REVERSE TEE-WYE G.I. CLEANOUT BOXW/ ACCESS DOOR FLEXIBLE CONNECTIONFROM DRYER ROOF CAP W/ BACKDRAFT DAMPER ALL COMPONENTS ANDINSTALLATIONS SHALLCOMPLY WITHREQUIREMENTS OF U.M.C. 504.3. 1 2 3 4 5 6 7 1 2 3 4 5 6 7 ROOF RAFTER PIPE PENETRATION THROUGH ROOF 5/8" PLYWOOD SHEATHINGW/ H-CLIPS, CUT PLYWOODAROUND PIPE PENETRATION 2'- 0 " METAL FLASHING COLLAR OVER MEMBRANE FLASHING COLLAR, OVERLAP COLLAR ONTO LOWER LAYER OF ROOF TILE MEMBRANE FLASHING COLLAR,OVERLAP COLLAR ONTO LOWERLAYER OF ROOF MEMBRANE UPPER LAYER OF FULLY- ADHERED ROOF MEMBRANE, CUT MEMBRANE AROUNDPIPE PENETRATION AND LAP OVER MEMBRANECOLLAR UPPER LAYER OF ROOF TILELOWER LAYER OF ROO TILES LOWER LAYER OF FULLY- ADHERED ROOF MEMBRANE CLOSED CELL FOAM BACKER ROD AND URETHANE SEALANTAT PIPE PERIMETER CLOSED CELL FOAM BACKER ROD AND URETHANE SEALANTAT PIPE PERIMETER(AIR BARRIER) 1/2" PLYWOOD •••• • NOTE:PROVIDE 2-INCH SEPARATION TO COMBUSTIBLE FRAMINGPROVIDE 12-INCH CLEARANCE FROM BOTTOM OF FLUE CAP TO TOP OF ROOFING FOR SLOPES >6:12INSTALL PRIMARY SHEET METAL VENT FLASHING OVER ROOFING FELTINSTALL UNDERLAYMENT BIB TO LAP OVER PRIMARY FLASHING AND TUCK A MINIMUM OF 2-INCHES UNDER ROOF FELT ABOVE. INSTALL CONCRETE TILES PER PLANINSTALL SECONDARY SHEET METAL FLASHING OVER ROOF TILE W/ MASTIC BETWEEN TILE AND EXPOSED SHEET METAL STUCCO 2 LAYERS 60 MINUTE GRADE 'D' PAPER EAVE RISER 26 GA. G.I. DRIP UNDERLAYMENT (30 lb. A.S.T.M. FELT MIN.) ROOF SHEATHING DESIGNED WOOD ROOF SYSTEM 2X FASCIA(SEE ELEVATION) 2X FRAMING STUCCO CROWN MOULDING 1 1 / 2 " SEE ROOF PLAN FOR DIMENSION PROVIDE NAILING,BATTENS AND WINDCLIPS PER MFR.INSTALLATIONRECOMMENDATIONS. REFER TO STRUCT.DWGS. FOR SHEARREQUIREMENTS. 1 2 3 4 5 6 7 8 9 10 11 12 3 45 6 7 8 9 10 11 EACH VENT BLOCKS BETW. RAFTER W/ 3 2" øHOLES, W/ CORROSIVE RESISTANT WIRE MESH PROVIDE 9.8 SI 3" O.C. SEE A-9 FOR CALC. FOR AMT TO APPLY 12 RAIN GUTTER12 #20 GA GI. COPING SHEATHING 2 LAYER WRB LATH CANT STRIP FLASHING STEEL BEAM PER STRUCTURAL 1 3 4 5 6 7 8 STONE PER ELEVATION SCHEDULE2 1 2 3 4 5 78 PREFAB AWNING INSTALL PER MANUFACTURE GUIDE9 9 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: As indicated 9/14/2023 11:18:33 AM AD-1 Checker ARCHITECTURAL DETAILS 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - N.T.S.5 ROOF TO WALL FLASHING. N.T.S.6 VALLEY FLASHING. N.T.S.2 RAKE. N.T.S.4 RIDGE CAP. N.T.S.8 DRAFT STOP DETAIL. N.T.S.11 DECORATIVE CORBEL. N.T.S.15 O'HAGIN DETAIL. N.T.S.14 CONC. SLAB (TYP.). N.T.S.9 DROP BEAM CONNECTION N.T.S.7 G.I. FLASHING/CRICKET ROOF TO WALL N.T.S.12 FIRE WALL PENETRAION DETAIL FOR VENT N.T.S.16 DIRECT VENT THRU ROOF N.T.S.17 VENT PENETRATION AT ROOF N.T.S.1 EAVE W STOCCO CROWN.1 N.T.S.10 AWNING DETAIL REFER TO STRUCTURAL DWG FOR CALCULATION TO ALLOW FOR 200 LBS CONCENTRATED LOAD @ ANY POINT AND DIRECTIONREFER TO DETAIL 7-8 /SD-3 1 1/8"THK PLYWD. THREAD 2X STUDS VERTICAL W.I. GUARDRAIL 2" SQ. TUBE @ 48" O.C.. W.I. RAILING CAP (1 1/4"~2" MAX) BALUSTER - MAX 4" O.C. - OPENING IN GUARDRAILS SHALL NOT PASS A 4" SPHERE 3/8"X 5"X 7" STL. PLATE W/ 6-1/2" Ø x 4.5" LAG BOLTS PER STRUCT DWG. SEE 7/SD-3 1 2 3 4 5 6 1 2 3 4 5 6• • • NOTE:GUARDRAIL POSTS TO POSTS TO SUPPORTING STRUCTURE CAPABLE OF RESISITING A HORIZTONTAL LOAD OF 200 POUNDS APPLIED TO TOP RAIL OPEN SPACE BETWEEN RISER TREAD AND BOTTOM ELEMENT OF THE GUARDRAIL SHALL NOT ALLOW A 6 INCHES DIAMETER SPHERE TO PASS THROUGHCIRCULAR HANDRAIL OUTSIDE DIAMETER BETWEEN 1.25" AND 2" NON. CIRCULAR SHAPES SHALL HAVE A PERIMTER DIMENSION OF 4"~6.25" WITH A MAX. CROSS SECTION OF 2.25" 34 " ~ 3 8 " H A N D R A I L A B O V E N O S I N G 42 " G U A R D R A I L 7" 3/4" TYP. 3/ 4 " T Y P . 5" 4MAX 4" 1 2 7 4 42 " M I N . 3/4" SQ. TUBE, LESS THAN 4"O.C. TYP. 7 MAX 4" 8 DECK JOIST OR STAIRS STRINGER8 9 SOLID BLOCKING OR BM.9 2X STUDS 2X DRYWALL BACKING 3/4" PLYWOOD TREAD 2X RISER LINE OF 2X4 (MIN) LEDGERBEHIND 2X CRIPPLE NAILED TO 2X STUD BELOW LEDGER LINE OF TREAD BEYOND 5/8" 1 2 3 4 5 6 7 1 2 4 7 6 3 5 1 TY P . 1/2 " PLYWD. SHEATHING 2 MIN. 7/8" 3-COAT STUCCO STUCCO W/ LATH 9" SAF, LAP OVER SILL SCREED FASTENER 24 GA GSM SILL SCREEDW/ S.S. FASTENERS MIN . 1" 6" M I N . @ G R A D E 2" M I N . @ P A V I N G 4 7 5 SLOPE GRADE 2% MIN. 6 4 7 3 2 LAYERS OF GRADE 'D' BUILDING PAPER OVER SAF AND SCREED 6 5 2 1 3 NOTE: WHERE REQ'D. 2" CLEARANCE EXPOSES FRAMING, INSTALL 6" STAINLESS STEEL WALL FLASHING AGAINST WALL BEHIND THE STUCCO BASE FLASHING. REMOVE SEALANT AND FILLER FROM GAP BETWEEN CONCRETE PAVING AND WALL TO ALLOW METAL FLASHING TO EXTEND MINIMUM 1" BELOW SURFACE OF PAVING. THIS WALL FLASHING SHOULD BE SET IN BUTYL SEALANT. SEAL JOINT BETWEEN NEW FLASHING AND PAVING CONCRETE AFTER FLASHING IS INSTALLED. AT OUTSIDE CORNERS, TURN FLASHING AROUND CORNER 6". 1" NOSING 10" MIN. (U.N.O.) 7 3 / 4 " M A X . PLYWOOD SUBFLOOR DOUBLE JOIST OR HEADER METAL HANGER 3/4" PLYWOOD TREADS & RISERS 2 1 4 3 6" MIN. 2X STRINGERS, MIN. 3 (SEE STRUCT. DWGS.) MIN 5/8" THK GYP BD. FOR ENCLOSED SPACE UNDER STAIRCASE 1 2 3 4 5 6 5 6 3333333 6 1 2 3 4 5 FOR INTERIOR: 1- 1/2"ø OAK RAILFOR EXTERIOR: 1- 1/2"ø STEEL PIPE RAIL 2-#10 SCREWS W/ 1" PEN @ EA. BRACKET STEEL BRACKET @ 4' O.C. 3/8"ø LAGSCREW W/ 3" PEN (1/2"ø x 4" EXP. BOLT @ CONC./MASONRY WALL) HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF STAIRS PER CBC 1003.3.3.6 AND SHALL BE CAPABLE OF WITHSTANDING A LOAD OF AT LEAST 200 LBS APPLIED IN ANY DIRECTION AT ANY POINT ON THE RAIL PER CBC TABLE 16-B. 4X6 BLK'G SECTIONSECTION ELEVATIONELEVATION SURFACE OF WALL 1-1/2" 1 2 1" 3 4 5 1-1/2" 4" 2" SURFACE OF WALL PLANPLAN 12 " NOSING @ LAST LANDING 1-1/2"1 3 1 2 3 4 4 5 7 1 / 2 " M A X . 1" M I N . 1 2 3 4 5 1 2 3 4 4 5 DECK(WEATHERWEAR COMPOSITION & FINISH COATS) WEATHER STRIPPING THRESHOLD-PROVIDE BITUMINOUS COATING ON THRESHOLD FOR SEPARATION OF ALUMINUM & CONCRETE OR OTHER APPROVED MEASURE TO ISOLATE/PROTECT SEALANT CONCRETE SLAB 1/ 2 " THRESHOLD AT SWING-OUT DOOR THRESHOLD AT SWING-IN DOORAB THRESHOLD AT SLIDING DOORC 1 1" M I N . 5 4 4 6 6 REDWOOD SLEEPER, WHERE OCCURS 3 REFER TO DETAIL 20/AD-3 FOR ALL DOOR FLASHING REQUIREMENTS 1 2 3 2X STRINGERS, MIN. 3(SEE STRUCT. DWGS.) 3/4" PLYWOOD TREADS & RISERS 2X4 P.T.D.F. THRUST PLATE(SEE STRUCT. DWGS.) 10" MIN. (U.N.O.) 1" NOSING 7 3 / 4 M A X . 1" M I N . 6" MI N . 3 1 2 3 4 5 THRESHOLD AT SWING-IN DOORDECK(WEATHERWEAR COMPOSITION & FINISH COATS) 2X STUDS VERTICAL W.I. GUARDRAIL 2" SQ. TUBE @ 48" O.C.. W.I. RAILING CAP (1 1/4"~2" MAX) BALUSTER - MAX 4" O.C. - OPENING IN GUARDRAILS SHALL NOT PASS A 4" SPHERE 3/8"X 5"X 7" STL. PLATE W/ 6-1/2" Ø x 4.5" LAG BOLTS PER STRUCT DWG. SEE 7/SD-3 1 2 3 4 5 6 1 2 3 4 5 6 34 " ~ 3 8 " H A N D R A I L A B O V E N O S I N G 42 " G U A R D R A I L 8 FLOOR JOIST OR STAIRS STRINGER8 9 SOLID BLOCKING OR BM.9 MIN 1/ 2 " HORIZONTAL TRIM BOARD7 7 10 GSM FLASHING W/ HEMMED END SET IN SEALANT10 11 FASTENERS @ 6" O.C. TYP. 11 SEAT CUT STRINGERT AS REQUIRED 3/4" PLYWOOD TREADS & RISERS 1" NOSING 10" MIN. (U.N.O.) 1 2 3 1 2 6" MIN. 1" M I N . 2X STRINGERS, MIN. 3 (SEE STRUCT. DWGS.) 7 3 / 4 " M A X . 1 2X STRINGERS, MIN. 3 (SEE STRUCT. DWGS.) 3 4 5 6 LANDING 3/4" PLAYWOOD LANDING JOIST OR FLOOR FRAMING BEAM PER PLAN (4X8 MIN) OR 2X RIM W/ CRIPPLE WALL BELOW 3 3 6 7 7 GYP. BOARD 4 SEAT CUT STRINGERT AS REQUIRED 3/4" PLYWOOD TREADS & RISERS 1" NOSING 10" MIN. (U.N.O.) 1 2 3 1 2 6" MIN. 1" M I N . 2X STRINGERS, MIN. 3 (SEE STRUCT. DWGS.)1 2X STRINGERS, MIN. 3 (SEE STRUCT. DWGS.) 3 4 5 6 LANDING 3/4" PLAYWOOD LANDING JOIST OR FLOOR FRAMING BEAM PER PLAN (4X8 MIN) OR 2X RIM W/ CRIPPLE WALL BELOW 3 7 7 1-HR FIRE RATED GYP. BOARD 7 3 / 4 " M A X WINDOW FRAMEW/ CONT. SEALANTBEHIND FLANGE 'MOISTOP' FLASHINGPAPER (12" WIDE) EXTERIOR PLASTERO/ WIRE MESH 2X FRAMING(SEE PLAN) 2X_ FURRING(SEE PLAN) 5 4321 6 2 LAYERS 60 MINUTE GRADE 'D' PAPER 2" MIN. 1 2 3 4 6 5 1 6 4 3 5 2 SELF SEALING, SELFADHERING BITUMINOUSMEMBRANE APPLIEDOVER SOLID BACKING STUCCOED SILLSEE ELEVATION PRECAST SILL OR SLOPE: 1":12" 8 7 1 2 3 8 4 3 7 5 6 5" DETAIL A: WINDOW JAMBDETAIL A: WINDOW JAMB DETAIL C: WINDOW HEADDETAIL C: WINDOW HEADDETAIL B: WINDOW SILL W/TRIMDETAIL B: WINDOW SILL W/TRIM 6 5 7 4 9 8 3 2 1 1 2 3 4 5 6 7 2X FRAMING(SEE FRAMING PLAN) PLYWOOD SHEAR(SEE FRAMING PLAN) DOOR FRAME 'MOISTOP' FLASHING PAPER (12" WIDE) 60 MINUTE GRADE 'D' PAPER- 2 LAYERS HARDIE SIDING OR MIN. 7/8" 3-COAT STUCCO O/ WIRE MESH (SEE ELEVATIONS) 26 GA. G.I. FLASHING 8 9 1.5"X TRIM (SEE ELEVATION) SELF SEALING, SELF ADHEARINGBITUMINOUS MEMBRANE APPLIED OVER SOLID BACKING. NON-HARDENING SEALANT10 1 610 5432 DETAIL A: DOOR HEADDETAIL A: DOOR HEAD DETAIL B: DOOR JAMBDETAIL B: DOOR JAMB REFER TO DETAIL 20/AD-3 FOR ALL DOOR FLASHING REQUIREMENTS 3/ 8 " 10 STEP A FILL JOINT GAPS > 1/8" WITH SEALANT NAIL HEADS SET FLUSH W/ FACE OF SHEATHING PRIME GYP. SHEATHING AND PLYW. SHEATHING PER SAF SPECS ROUGH OPENINGS TO BE SHIMMED W/DIMENSIONAL LUMBER, NOT PLYWOOD 1'-0" STEP B STEP B1:1'-0" WIDE SAF; EXTEND 1'-0" BEYOND ROUGH OPENING EACH SIDE; ADHERE TOP HALF TO EDGE OF ROUGH OPENING, LEAVE BOTTOM HALF LOOSE (W/ RELEASE PAPER INTACT) ALLOWING FOR BUILDING PAPER AT STEP H (STAPLE AT LOWER CORNERS TO PREVENT WIND DAMAGE) STEP B2:PROVIDE 3" DIA SAF CIRCLE PATCH TO SEAL ANY PINHOLE OPENINGS AT OUTSIDE FRAMING CORNERS 4" 12" WIDE SAF COVERING ENTIRE ROUGH SILL (AND OVER GSM ANGLE AND SHIM); EXTEND 4" UP JAMB APPLY APPROVED SAF PATCHES TO SEAL PIN HOLE OPENINGS AT ANGLE TO JAMB INTERSECTIONS EXTEND 4" BEYOND ROUGH OPENING STEP C 4" 4" STEP D2: SAF COVERING ENTIRE ROUGH OPENING. CUT AT HEAD-TO-JAMB CORNER AND RUN ONTO HEAD AND FACE OF JAMB 4" STEP D1:SAF COVERING ENTIRE ROUGH OPENING (AND UNDER GSM ANGLE). CUT AT SILL-TO-JAMB CORNER AND RUN ONTO HEAD AND FACE OF WALL 4"STEP D INSTALL WINDOW PER MANUF. INSTRUCTIONS. HEAD FASTENERS PER DETAIL. SHIM AND ADJUST AS REQ'D TO SQUARE, PLUMB AND LEVEL WINDOW UNIT PRIOR TO SETTING WINDOW UNIT APPLY CONTINUOUS BEAD OF SEALANT TO BACK SIDE OF MOUNTING FLANGE EXCEPT AT SILL WHERE PAN OCCURS SET FASTENER HEADS FLUSH WITH FLANGE; DO NOT BEND FASETENER HEADS OVER NOTE: REMOVE ALL LABELS FROM WINDOW FLANGE PRIOR TO INSTALLATION STEP E 9" WIDE SAF OVER WINDOW FLANGE AT JAMB: EXTEND 6" BEYOND SILL AND HEAD ROUGH OPENING NOTE: APPLY SAF WITH LAMINATE ROLLER PER MANUF. INSTRUCTIONS. ELIMINATE ALL WRINKLES AND AIR POCKETS STEP G1:APPLY 9" WIDE SAF OVER WINDOW HEAD, EXTEND 3" BEYOND JAMB FLEXIBLE FLASHING STEP G2:INSTALL GALVANIZED SHEET METAL HEAD FLASHING, LAP OVER WINDOW HEAD PER DETAIL. END DAMS TO EXTEND 3/4" ON EACH SIDE OF WINDOW W/ 3" FLANGE ON EACH END. SOLDER RETURNS. STEP G3:ADD 12" WIDE SAF STRIP OVER GSM HEAD FLASHING NOTE: LAP BUILDING PAPER OVERHEAD FLASHING. LAP 6" MIN. AT VERTICAL SEAMS 4" MINS. AT HORIZ. SEAMS. AVOID DAMAGE TO PREVIOUS FLASHING MATERIALS WHEN TRIMMING BUIILDING PAPER TUCK BUILDING PAPER UNDER SILL FLASHING SEE STEP B WRB STEP H:FLASHING TAPE OVER WRB EDGE, PER DETAIL @ HEAD AND JAMB ONLY STEP F STEP G STEP H INSTALL MOISTURE BARRIER PER MANUF. INSTALLATION INSTRUCTIONS APPLY BALCONY WATERPROOFING MEMBRANE. PROVIDE CONT. BEAD OF SEALANT AT JOINT PER MANUF. APPLY FLEX FLASH ALONG DOOR SILL, WRAP UP JAMB 4" INSTALL 22 GA METAL FLASHING SILL PAN, PROVIDE 1/2" UP AT INTERIOR SIDE, 3" MIN HIGH END DAM. SOLDIER ALL CONNECTION (ONE PIECE, NO SPLICES) INSTALL CONTINUOUS 12" STRAIGHT FLASHING OVER JAMB, LAP OVER STRAIGHT FLASHING AND FLEX FLASH INSTALL MIN 12" WIDE SAF. 8" MIN ON WALL W/ REMAINING ON DRY BALCONY SUBFLOOR ALL EXTERIOR DOOR FLASHING ALL EXTERIOR WINDOW FLASHING HEADER(SEE FRAMING PLAN) PLYWOOD SHEAR WALL(SEE FRAMING PLAN) 2X HEAD TRIM 'MOISTOP' FLASHINGPAPER (12" WIDE) 2 LAYERS 60 MINUTE GRADE 'D' PAPER MIN. 7/8" 3-COAT STUCCO O/ WIRE MESH EXTERIOR PLASTER MOULD WOOD TRIM, SLOPE TOP 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 2% 26 GA G.I. FLASHING9 9 N.T.S.13 RAILING / GUARDRAIL DETAIL N.T.S.10 STAIR CONNECTION N.T.S.5 WEEP SCREED AT CONC. SLAB N.T.S.8 STRINGER AT HEADER N.T.S.12 HANDRAIL DETAIL CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: As indicated 9/14/2023 11:18:40 AM AD-2 Checker ARCHITECTURAL DETAILS 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - N.T.S.4 THRESHOLD AT EXTERIOR DOORS N.T.S.7 STRINGER AT FLOOR N.T.S.11 BALCONY DETAIL N.T.S.9 STAIR LANDING N.T.S.6 STAIR WALL CONNECTION N.T.S.2 RECESSED WINDOW. N.T.S.1 DOOR W/ WOOD TRIM. N.T.S.3 GARAGE DOOR HEAD w/ WOOD TRIM. CERAMIC TILE1 BOND COAT2 MORTAR BED3 SCRATCH COAT4 METAL LATH5 VAPOR RETARDER MEMBRANE6 WATERPROOF MEMBRANE7 WOOD STUDS 8 FLEXIBLE SEALANT9 REINFORCED MORTAR BED10 SHOWER PAN MEMBRANE11 SLOPED FILL UNDER SHOWER PAN MEMBRANE12 PEA GRAVEL OR OTHER WEEP PROTECTION13 WEEP HOLES14 SHOWER RECEPTORS, CURBS, SEATS, ETC, MUST BE PROPERLY WATERPROOFED AND INSTALLED TO AVOID WATER DAMAGE TO ADJACENT BUILDING MATERIALS 1 2 3 4 5 6 7 8 9 10 11 12 13 14DETAIL A: CERAMIC TILE AT WALL DETAIL B: CERAMIC TILE AT CURB 910 12 1 2 PREFORMED CURB15 15 SHOWER PAN MEMBRANE16 STUDS OR CEMENTITOUS BASE FOR CURBING17 NONCORROSIVE SPIRAL NAIL/WASHER FASTENER18 18 17 16 CERAMIC TILE CEMENT BOND COAT 1 LAYER 40 LB. FELT 2 x LEDGER HARDI BACKER 12MM CEMENT BOARD WITH HYDRODEFENCE (FIRE RESISTIVE AND MOISTURE PROTECTION) 1-1/2" LIGHT WEIGHT CONC. (2,500 PSI TYP.) BATH TUB 1" TILE FLANGE CEMENT TYPE B.D. 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 DETAIL A: VERTICAL CONTROL JOINT DETAIL B: HORIZONTAL CONTROL JOINT WIRE TIE @ 6" O.C. 2 2 LAYERS OF GRADE 'D' BUILDING PAPER,W.R.B. (DASHED LINE) CONT. BEHIND C.J. TYP.1 PROVIDE VERTICAL FLAT BLOCKING (2X4 MIN.)OR DOUBLE STUDS BEHIND CONTROL JOINTS AS REQUIRED 3 12" W S.A.F. STRIP. INSTALL OVER W.R.B. AND CONTINUOUS BEHIND CONTROL JOINTS 4 3-COAT MIN. 7/8" 3-COAT STUCCO STUCCO O/ METAL LATH 5 GSM CONTROL JOIN (XJ-15). UNDER WIRE LATH, FASTEN TO STUDS AND BLOCKING(DO NOT PAINT INSIDE) 6 CONTROL JOINTS FASTENER AT 6" O.C.7 S.A.F. STRIP IN, 9" WIDE MIN.8 GSM CONTROL JOINT (#15 SOLID LEG" OR EQUAL) UNDER WIRE LATH, FASTEN TO STUDS AND/OR BLOCKING, DO NOT PAINT INSIDE 9 1 1 1 4 4 3 2 56 2 STEP 1: WRB STEP 2: 12" WIDE SAF STEP 3: SHEET METAL BACKERPLATE TYPICAL AT ALL INTERSECTON JOINTS AND BUILDING CORNERS EMBED UPPER END OF VERTICAL CONTROL JOIN IN A FULL BED OF SEALANT 2" WIDE. COMPLETELY FILL ALL SPACE BETWEEN CONTROL JOINT AND BACKER PLATE APPLY SEALANT FILLET AROUND ALL SIDES OF JUNCTURE - UPPER END OF VERTICAL JOINT ONLY CUT ENDS OF VERT. CONTROL JOINTS TO MATCH ANGLE OF HORIZ. CONTROL JOINT SURFACE. DO NOT SEAL LOWER END OF VERTICAL CONTROL JOINT. LEAVE OPEN TO WEEP STEP 4: CONTINUOUS HORIZONTAL CONTROL JOIN. SEE HORIZONTAL CJ DETAIL FASTEN BOTH FLANGES OF EACH CONTROL JOINT THROUGH BACKERPLATE TO FRAMING. (SOME NOT SHOWN FOR CLARITY) STEP 5: 9" WIDE SAF (SHOWN TO WHITE) OVER HORIZ. C.J. STEP 6: WRB STEP 7: 12" WIDE SAF STEP 8: VERTICAL CONTROL JOINT, DISCONTINUOUS @ CJ INTERSECTION. SEE VERTICAL C.J. DETAIL NEW LATH ATTACHMENT BLOCKING TYP. 1 DETAIL A : OUTSIDE CORNER DETAIL B : OUTSIDE CORNER 1 1/2" 2 LAYERS OF GRADE 'D' BUILDING PAPER / WRB 2 18" W SAF (CENTERED ON CORNER) OVER W.R.B. AT CORNER3 4 FILL SPACE SOLID W/ BASE COAT MIN. 7/8" 3-COAT STUCCO FASTENERS FOR CORNER REINFORCING @ 6" O.C. VERT. TO HIT BLOCKING. NAIL HEADS FLAT, DO NOT & PUNCTURE W.R.B. 3-COAT STUCCO O/ METAL LATH 4 5 5 GALVANIZED WIRE EXTERIOR CORNER REINFORCING, TYP. WIRE TIE TO WALL LATH 1 2 3 4 5 6 1234 5 SMOOTH FINISH FIBER CEMENT SOFFIT1 DETAIL A: STUCCO AT BALCONY DETAIL B: STUCCO AT BALCONY 4/4 x 4 CEMENTITIOUS TRIM2 SEALANT AND BACKER ROD3 5/4 x 4 CEMENTITIOUS TRIM4 SEALANT5 CEMENTITIOUS LAP SIDING6 WRB7 30 COAT STUCCO O/ METAL LATH8 J-MOULD9 1 2 3 9 8 1 2 3 4 5 6 6" 6" m i n . 1'- 0 " 7/8" EXT. PLASTER O/ METAL LATH O/ WEATHER RESISTANT BARRIER (2 LAYERS) 12" HIGH CONT. PIECE OF BITUMEN SHEET MEMBRANE BEHIND PLASTER O/ WEEP SCREED 26 GA. SHEET METAL 'L' SHAPED BASE FLASHING EXT. GRADE PLYWD. O/ 2X FRAMING PER STRUCT DWG. DEX-O-TEX SLIP SHEET LAP O/ BASE FLASHING FABRIC REINFORCED ELASTOMERIC WATERPROOF MEMBRANE. EXTEND UP WALL 6" MIN. BEHIND WEEP SCREED WEATHERWEAR COMPOSITION & FINISH COATS. EXTEND UP TO BOTTOM OF WEEP SCREED CONTINUOUS SEALANT 'L' SHAPED PLASTER WEEP SCREED 4" TYP. PER S M A C N A 4" M I N . L A P SPOT WELD AND SOLDER WATER TIGHT 26 GA GSM BACKER ROD AND SILICONE SEALANT CONTINUOUS AROUND PENETRATION SIZE ALL ALLOW 1/2" SEALANT JOINT ON ALL SIDES OUTLINE OF PENETRATION (DASHED) FILL IN CORNERS AND DE-BURR EDGES, TYP. 1.2.3. NOTES:SHEET METAL J-MOLD RECEIVERSOLDER TO FORM ONE CONTINUOUS WATERTIGHT PIECEFIELD VERIFY DIMENSIONS AND CONDITIONS DETAIL B: VERTICAL TRIM SEE ELEVATION MIN. 7/8" 3-COAT STUCCO STUCCO W/ LATH1 WRB OVER SAF AND WEEP SCREED2 9" SAF, LAP OVER WEEP SCREED3 4 5 WOOD TRIM 6 24 GA GSM DRIP EDGE W/ S.S. FASTENER 7 GSM FLASHING W/ HEMMED END SET IN SEALANT 8 FASTENERS @ 6" O.C. TYP. 9 BUILT-OUT BOARD10 WRB PLYWOOD SHEATHING 10 7 11 8 • AT SIDING ABUTTING VERTICAL TRIM PROVIDE A 1/8-INCH GAP AND INSTALL A PERMANENTLY FLEXIBLE CAULKING AT TERMINATION TO WOOD TRIM. ALL FIELD CUT EDGES TO BE FIELD PRIMED PRIOR TO INSTALLATION SE E E L E V A T I O N DETAIL A: HORIZONTAL TRIM 1 23 4 6 5 7 8 9 1 • • • • • AT HORIZONTAL TRIM BAND WITH LAP SIDING ABOVE AND BELOW: INSTALL LOWER LAYER OF BUILDING PAPER TO CONTINUE BEHIND TRIM AND BEYOND SHEET METAL FLASHING. INSTALL 26-GAUGE GALVANIZED SHEET METAL WATER TABLE FLASHING OVER HORIZONTAL TRIM.LEAVE A 1/4-INCH GAP BETWEEN SIDING AND FLASHING. LEAVE GAP FREE OF CAULK LAP UPPER LAYER OF BUILDING PAPER OVER VERTICAL FLANGE OF SHEET METAL FLASHING.HORIZONTAL TRIM SHOULD BE NOTCHED AT BOTTOM BACK SIDE TO PROVIDE A WEATHER BOARD LAP TO SIDING BELOW SE E E L E V A T I O N DETAIL C: HORIZONTAL TRIM W/ SIDINGS 6 5 7 8 1 1/4 " G A P LAP SIDING11 11 11 LEAVE GAP FREE OF CAULK12 12 MIN. 7/8" 3-COAT STUCCO O / METAL LATH12 LAYERS OF GRADE 'D' BUILDING PAPER / W.R.B.2 S.A.F. EXTEND OVER COLLAR FLASHING3 S.A.F. RUN INTO ROUGH OPENING4 SOLDERED WALL CAP W/ INTEGRAL COLLAR FLASHING 5 INTEGRAL COLLAR FLASHING BEYOND 6 INSECT SCREEN7 PLYWOOD SHEATHING 8 NEW BLOCKING AS REQ'D 9 1 2 3 4 5 6 7 4 2 1 8 9 1 NOM 4 PCF MINERAL WOOL PACKING 2 INTUMESCENT FIRESTOP SEALANTINSTALLED AS REQUIRED 3 STEEL OR IRON PIPE, COPPER PIPE OR TUBE, STEEL CONDUIT OR EMT 4 STEEL OR IRON PIPE, COPPER PIPE OR TUBE, STEEL CONDUIT OR EMT WITH FIBERGLASS OR MINERAL WOOL INSULATION5PVC PIPE 6 ELECTRICAL, TELEPHONE, DATA CABLES 7 5/8" TYPE 'X' GYPSUM BD. 8 STUDS (PER WALL ASSEMBLY) 1 2 3 4 5 6 7 8 X 9 9 WOOD JOIST OR BEAM , SEE STRUCT DWG. 10 11 10 PLASTIC SLEEVE / EXPANSION SHIELD 11 SEE STRUCT. DWG. HOLES FOR ALL PLUMBING TO BE 3/4" OVERSIZED FOR MAX. HOLE SIZE SEE STRUCT. DWG. MIN. 7/8" 3-COAT STUCCO STUCCO W/ LATH1 WRB OVER SAF AND WEEP SCREED2 9" SAF, LAP OVER WEEP SCREED3 4 5 WOOD TRIM 6 24 GA GSM DRIP EDGE W/ S.S. FASTENER 7 GSM FLASHING W/ HEMMED END SET IN SEALANT 8 FASTENERS @ 6" O.C. TYP. 9 1-HR FIRE RATED GYP BOARD.10 WRB PLYWOOD SHEATHING SE E E L E V A T I O N DETAIL A: HORIZONTAL TRIM 1 23 4 6 5 7 8 9 1 • •• •• AT HORIZONTAL TRIM BAND WITH LAP SIDING ABOVE AND BELOW: INSTALL LOWER LAYER OF BUILDING PAPER TO CONTINUE BEHIND TRIM AND BEYOND SHEET METAL FLASHING. INSTALL 26-GAUGE GALVANIZED SHEET METAL WATER TABLE FLASHING OVER HORIZONTAL TRIM.LEAVE A 1/4-INCH GAP BETWEEN SIDING AND FLASHING. LEAVE GAP FREE OF CAULK LAP UPPER LAYER OF BUILDING PAPER OVER VERTICAL FLANGE OF SHEET METAL FLASHING.HORIZONTAL TRIM SHOULD BE NOTCHED AT BOTTOM BACK SIDE TO PROVIDE A WEATHER BOARD LAP TO SIDING BELOW LAP SIDING11 LEAVE GAP FREE OF CAULK12 10 LIQUID APPLIED WATERPROOFING CONTINUOUS BEAD SEALANT NONPOROUS INORGANIC SILL TILE FINISH CEMENT BACKER BOARD RUN CEMENTBOARD TIGHT AND EVEN TO WINDOW JAMB, CAULK JOINTS W/ SILICONE RUN TILE INTO THE JAMB LATEX MODIFIED THINSET TO SLOPE SILL FROM WINDOW 1 2 3 4 5 6 7 3/4" 3/4" 1 2 2 3 4 5 6 7 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: As indicated 9/14/2023 11:18:46 AM AD-3 Checker ARCHITECTURAL DETAILS 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - N.T.S.1 CERAMIC TILE AT SHOWER N.T.S.2 CERAMIC TILE AT TUB N.T.S.6.HORIZONTAL / VERTICAL CONTROL JOINTS N.T.S.5 CONTROL JOINT INTERSECTION N.T.S.7 STUCCO AT OUTSIDE / INSIDE CORNER N.T.S.8.STUCCO / SIDING AT BALCONY N.T.S.4 DEX-O-TEX WEATHERWEAR @ BALCONY N.T.S.11 FLANGED PENETRATION FLASHING N.T.S.9 HORIZONTAL / VERTICAL TRIM N.T.S.13 MAKEUP AIR WALL CAP TERMINATION N.T.S.12 WALL PENETRATION DETAIL N.T.S.10 HORIZONTAL TRIM WITH STUCCO CORNER N.T.S.3 WINDOW SILL AT SHOWER TYPICAL EXTERIOR WALL TYPICAL INTERIOR WALL 1 2 3 4 5 A B 5 EXTERIOR FINISH PER ELEVATION O/ 2 LAYERS OF GRADE D PAPER 5/8" GYP BD. AT 1-HR FIRE RATED WALLS, WHERE OCCURS SEE STRUCTURAL PLAN WALL SCHEDULE 2X STUD WALL R-19 INSULATION PER ENERGY REPORTPLYWOOD SHEATHING PER STRUCT. 1 2 3 4 5 5 EX T E R I O R IN T E R I O R 3 AT CEILING OF STAIR, GARAGE ,LAUNDRY, AND ENCLOSED ACCESSIBLE SPACE UNDER STAIRS AT INTERIOR WALL STAIR/GARAGE /LAUNDRYSIDE HABITABLEROOMSIDE INTERIOR SHEATHING PER STRUCT. DWG INSULATION WHERE OCCURS, R-21 AT WALL, R-19 AT FLOOR JOIST 2X STUD WALL PER STUD WALL MIN 5/8" THK GYP BD. TYPE 'X' 2X FLOOR JOIST/ CEILING JOIST 1 2 3 4 5 BA 4 2 3 45 6 PLYWOOD SUBFLOOR WHERE OCCURS6 2 AT EXTERIOR WALL EXTERIOR INTERIOR C 1 2 3 7 4 EXTERIOR FINISH PER ELEVATION O/ 2 LAYERS OF GRADE D PAPER7 4 PLYWOOD SHEATHING PER STRUCT. DWG8 8 STAIR/GARAGE /LAUNDRYSIDE 1 LAYER OF 5/8" QUIETROCK ES 2x4 STAGGERING STUDS 16" O.C. 2 LAYERS OF TYP. 'X' GYP BOARD FIBER INSULATION BATTING R-19 1 2 3 4 1 2 LAYERS 5/8" TYPE X GYP BD. 2 3 CONTINOUS BEADS ACOUSTICAL CAULKING UNDERNEATH SOLE PLATE3CONT. NON-HARDENING AXXOUSTICAL CAULKING, TYP. 4 CONC. SLAB QUIETROCK GYPSUM BOARD FOR 1-HR FIRE RATED ASSEMBLY 5 5 2 3 4 5 7 11 10 1 5/8" TYP. X GYP BD. SHT'G. 2 3 CONTINOUS BEADS ACOUSTICAL CAULKING UNDERNEATH SOLE PLATE 3 CONT. NON-HARDENING AXXOUSTICAL CAULKING, TYP. 4 5 FLOOR FINISHOVER ACOUSTICAL MAT CONTIONOUS SOLD FRAMING OR SOLID BLOCKING 7 JOIST PER STRUCTURAL W/ FIBERGLASS BATT SOUND INSULATION 10 2 LAYERS 5/8" TYPE X GYP BD. 11 QUIETROCK GYPSUM BOARD FOR 1-HR FIRE RATED ASSEMBLY 12 2x STAGERRING STUD WALLWITH INSULATION 12 1110 REFER TO STRUCT.DWGS. FOR SHEAR REQUIREMENTS. 1 SHINGLE ROOF TILE 2 ROOF SHEATHING 3 4 5 2X RAFTER CONTIONOUS SOLD FRAMING OR SOLID BLOCKING 7 INSULATION PER TITLE 24 REPORT 10 2 LAYERS 5/8" TYPE X GYP BD. 11 QUIETROCK GYPSUM BOARD FOR 1-HR FIRE RATED ASSEMBLY 12 2x STAGERRING STUD WALL WITH INSULATION UNDERLAYMENT (30 lb. A.S.T.M. FELT MIN.) 5 7 1011 12 3 2 1 4 5 7 10 11 12 321 1 SHINGLE ROOF TILE 2 ROOF SHEATHING 3 4 5 2X RAFTER 6 CONTIONOUS SOLD FRAMING OR SOLID BLOCKING 7 JOIST PER STRUCTURAL W/ FIBERGLASS BATT SOUND INSULATION INSULATION BATTING 10 2 LAYERS 5/8" TYPE X GYP BD. 11 QUIETROCK GYPSUM BOARD FOR 1-HR FIRE RATED ASSEMBLY 12 2X STAGERRING STUDD WALL WITH INSULATION UNDERLAYMENT (30 lb.A.S.T.M. FELT MIN.) 6 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: As indicated 9/14/2023 11:18:51 AM AD-4 Checker ARCHITECTURAL DETAILS 4 UNITS 1038 DUARTE RD ARCADIA CA 91007 - N.T.S.1 TYPICAL WALL. N.T.S.2 FIRE RESISTIVE WALL / CLG. (1-HOUR) N.T.S.3 DWELLING SEPARATION WALL 1-HR FIRE RATED WALL, DESIGN U340, STC 60 N.T.S.4 1-HR FIRE RATED PARTY WALL @ SLAB N.T.S.5 1-HR FIRE RATED PARTY WALL @ INTERMEDIATE FLOOR N.T.S.7 1-HR FIRE RATED PARTY WALL TO ROOF TRUSS N.T.S.8 1-HR FIRE RATED PARTY WALL TO ROOF CONNECTION 1-HR FIRE RATED WALL, DESIGN U340, STC 601-HR FIRE RATED WALL, DESIGN U340, STC 60 1-HR FIRE RATED WALL, DESIGN U340, STC 60 UNIT A UNIT B UNIT C UNIT D SCALE 1/4" = 1'-0" FOUNDATION PLAN ELEV.=0' 3 3 2 2 1 1 4 4 5 5 6 6 7 7 A A B B D D E E G G 11 11 12 12 13 13 14 14 15 15 16 16 J J K K L L M M F F C C S-1 1/4" = 1'-0" FO U N D A T I O N P L A N BU I L D I N G S 1 & 2 21 1 2 1 E . S n o w C r e e k D r . , W a l n u t , C A 9 1 7 8 9 e- m a i l : d a n t a n c o r p @ h o t m a i l . c o m DA N T A N C O R P O R A T I O N Of Sheets Sheet: Job: Drawn: Scale: Date: Revison Jo b A d d r e s s : Sh e e t C o n t e n t : March 31, 2023 2023-0144 - 10 3 8 W . D U A R T E R D . AR C A D I A , C A . Sep. 10, 2023 By ST R U C T U R A L E N G I N E E R I N G & C O N S U L T A N T Te l : ( 6 2 6 ) 3 2 9 - 1 1 4 1 4 4 8'-0" UNIT A UNIT B UNIT C UNIT D SCALE 1/4" = 1'-0" 2ND FLOOR FRAMING PLAN ELEV.=9' 8'-0" 8'-0" 8'-0" 3 3 2 2 1 1 4 4 5 5 6 6 7 7 A A B B D D E E G G 11 11 12 12 13 13 14 14 15 15 16 16 J J K K L L M M F F C C BLD'G "2" (UNITS C,D) BEAM SCHEDULE FOR 2ND FLOOR FRAMING BEAM SCHEDULE FOR 2ND FLOOR FRAMING BLD'G "1" (UNITS A,B) S-2 1/4" = 1'-0" SE C O N D F L O O R F R A M I N G P L A N BU I L D I N G S 1 & 2 21 1 2 1 E . S n o w C r e e k D r . , W a l n u t , C A 9 1 7 8 9 e- m a i l : d a n t a n c o r p @ h o t m a i l . c o m DA N T A N C O R P O R A T I O N Of Sheets Sheet: Job: Drawn: Scale: Date: Revison Jo b A d d r e s s : Sh e e t C o n t e n t : March 31, 2023 2023-0144 - 10 3 8 W . D U A R T E R D . AR C A D I A , C A . Sep. 10, 2023 By ST R U C T U R A L E N G I N E E R I N G & C O N S U L T A N T Te l : ( 6 2 6 ) 3 2 9 - 1 1 4 1 UNIT A UNIT B UNIT C UNIT D SCALE 1/4" = 1'-0" 3RD FLOOR FRAMING PLAN ELEV.=18.5' 8'-6" 8'-6" 8'-6" 8'-6" 9'-6" 18'-0" 8'-6" 8'-6" 3 3 2 2 1 1 4 4 5 5 6 6 7 7 A A B B D D E E G G 11 11 12 12 13 13 14 14 15 15 16 16 J J K K L L M M F F C C BLD'G "1" (UNITS A,B) BLD'G "2" (UNITS C,D) BEAM SCHEDULE FOR 3RD FLOOR FRAMING BEAM SCHEDULE FOR 3RD FLOOR FRAMING S-3 1/4" = 1'-0" TH I R D F L O O R F R A M I N G P L A N BU I L D I N G S 1 & 2 21 1 2 1 E . S n o w C r e e k D r . , W a l n u t , C A 9 1 7 8 9 e- m a i l : d a n t a n c o r p @ h o t m a i l . c o m DA N T A N C O R P O R A T I O N Of Sheets Sheet: Job: Drawn: Scale: Date: Revison Jo b A d d r e s s : Sh e e t C o n t e n t : March 31, 2023 2023-0144 - 10 3 8 W . D U A R T E R D . AR C A D I A , C A . Sep. 10, 2023 By ST R U C T U R A L E N G I N E E R I N G & C O N S U L T A N T Te l : ( 6 2 6 ) 3 2 9 - 1 1 4 1 8'-6" UNIT A UNIT B UNIT C UNIT D SCALE 1/4" = 1'-0" ROOF FRAMING PLAN DO NOT SCALE PLAN 8'-6" 8'-6" 8'-6" A 3 3 2 2 4 4 5 5 6 6 1 1 7 7 A B B D D E E G G 11 11 12 12 13 13 14 14 15 15 16 16 J J K K L L M M F F C C BEAM SCHEDULE FOR ROOF FRAMING, BLD'G"1" (UNITS A,B) BEAM SCHEDULE FOR ROOF FRAMING, BLD'G "2" ( UNITS C,D) S-4 1/4" = 1'-0" RO O F F R A M I N G P L A N BU I L D I N G S 1 & 2 21 1 2 1 E . S n o w C r e e k D r . , W a l n u t , C A 9 1 7 8 9 e- m a i l : d a n t a n c o r p @ h o t m a i l . c o m DA N T A N C O R P O R A T I O N Of Sheets Sheet: Job: Drawn: Scale: Date: Revison Jo b A d d r e s s : Sh e e t C o n t e n t : March 31, 2023 2023-0144 - 10 3 8 W . D U A R T E R D . AR C A D I A , C A . Sep. 10, 2023 By ST R U C T U R A L E N G I N E E R I N G & C O N S U L T A N T Te l : ( 6 2 6 ) 3 2 9 - 1 1 4 1 21 1 2 1 E . S n o w C r e e k D r . , W a l n u t , C A 9 1 7 8 9 e- m a i l : d a n t a n c o r p @ h o t m a i l . c o m DA N T A N C O R P O R A T I O N Of Sheets Sheet: Job: Drawn: Scale: Date: Revison Jo b A d d r e s s : Sh e e t C o n t e n t : March 31, 2023 2023-0144 - 10 3 8 W . D U A R T E R D . AR C A D I A , C A . Sep. 10, 2023 By ST R U C T U R A L E N G I N E E R I N G & C O N S U L T A N T Te l : ( 6 2 6 ) 3 2 9 - 1 1 4 1 SD-1 N.T.S. ST R U C T U R A L D E T A I L S 21 1 2 1 E . S n o w C r e e k D r . , W a l n u t , C A 9 1 7 8 9 e- m a i l : d a n t a n c o r p @ h o t m a i l . c o m DA N T A N C O R P O R A T I O N Of Sheets Sheet: Job: Drawn: Scale: Date: Revison Jo b A d d r e s s : Sh e e t C o n t e n t : March 31, 2023 2023-0144 - 10 3 8 W . D U A R T E R D . AR C A D I A , C A . Sep. 10, 2023 By ST R U C T U R A L E N G I N E E R I N G & C O N S U L T A N T Te l : ( 6 2 6 ) 3 2 9 - 1 1 4 1 SD-2 N.T.S. ST R U C T U R A L D E T A I L S 21 1 2 1 E . S n o w C r e e k D r . , W a l n u t , C A 9 1 7 8 9 e- m a i l : d a n t a n c o r p @ h o t m a i l . c o m DA N T A N C O R P O R A T I O N Of Sheets Sheet: Job: Drawn: Scale: Date: Revison Jo b A d d r e s s : Sh e e t C o n t e n t : March 31, 2023 2023-0144 - 10 3 8 W . D U A R T E R D . AR C A D I A , C A . Sep. 10, 2023 By ST R U C T U R A L E N G I N E E R I N G & C O N S U L T A N T Te l : ( 6 2 6 ) 3 2 9 - 1 1 4 1 SD-3 N.T.S. ST R U C T U R A L D E T A I L S 21 1 2 1 E . S n o w C r e e k D r . , W a l n u t , C A 9 1 7 8 9 e- m a i l : d a n t a n c o r p @ h o t m a i l . c o m DA N T A N C O R P O R A T I O N Of Sheets Sheet: Job: Drawn: Scale: Date: Revison Jo b A d d r e s s : Sh e e t C o n t e n t : March 31, 2023 2023-0144 - 10 3 8 W . D U A R T E R D . AR C A D I A , C A . Sep. 10, 2023 By ST R U C T U R A L E N G I N E E R I N G & C O N S U L T A N T Te l : ( 6 2 6 ) 3 2 9 - 1 1 4 1 SD-4 N.T.S. ST R U C T U R A L D E T A I L S 21 1 2 1 E . S n o w C r e e k D r . , W a l n u t , C A 9 1 7 8 9 e- m a i l : d a n t a n c o r p @ h o t m a i l . c o m DA N T A N C O R P O R A T I O N Of Sheets Sheet: Job: Drawn: Scale: Date: Revison Jo b A d d r e s s : Sh e e t C o n t e n t : March 31, 2023 2023-0144 - 10 3 8 W . D U A R T E R D . AR C A D I A , C A . Sep. 10, 2023 By ST R U C T U R A L E N G I N E E R I N G & C O N S U L T A N T Te l : ( 6 2 6 ) 3 2 9 - 1 1 4 1 TOP OF CONCRETE (2) 3/4" SSWAB for SSW12 2x2 (2) 1" SSWAB for SSW15, SSW18, SSW21, SSW24 3" 3" 112"MODEL NO.TOTAL LENGTH 12" MODEL SSWHSR3/4-2KT SSWHSR3/4-3KT DIAMETER 3/4"24"21" 3/4"36"33" SSWHSR1-2KT SSWHSR1-3KT 1"24"21" 1"36"33" 15", 18", 21 AND 24" MODELS MODEL NO.STEEL STRONG- WALL WIDTH 12" MODEL SSWAB3/4x24 SSWAB3/4x24HS SSWAB3/4x30 SSWAB3/4x30HS SSWAB3/4x36HS DIAMETER LENGTH 3/4"24"19" 3/4"24"19" 3/4"30"25" 3/4"30"25" 3/4"36"31" SSWAB1x24 SSWAB1x24HS SSWAB1x30 SSWAB1x30HS SSWAB1x36HS 1"24"19" 1"24"19" 1"30"25" 1"30"25" 1"36"31" 15", 18", 21 AND 24" MODELS SSW WIDTH 24 3/4" OR 1" HIGH STRENGTH ROD HEAVY HEX NUT FIXED IN PLACE ON ALL SSWAB ANCHOR BOLTS HX HX ON EXTENSION KIT TOP OF CONCRETE SSWHSR HIGH STRENGTH COUPLER NUT SSWAB CUT TO LENGTH AS NECESSARY SSWHSR AND SSWAB ASSEMBLY 1 SSWHSR_KT HIGH STRENGTH COUPLER NUT TOP OF CONCRETE LE N G T H 3" le 3" ASSEMBLY = SSWAB + SSWHSR + 3" le l e le 36 HEAVY HEX NUT HEAVY HEX NUT FIXED IN PLACE ON ALL SSWAB ANCHOR BOLTS HS HS ON HIGH STRENGTH MODELS 1 LE N G T H 3" LENGTH DIAMETER HEAVY HEX NUT PLATE WASHER le (2) 3/4" SSWAB for SSW12 (2) 1" SSWAB for SSW15, SSW18, SSW21, SSW24 (2) 3/4" SSWAB for SSW12 (2) 1" SSWAB for SSW15, SSW18, SSW21, SSW24 (2) 3/4" SSWAB for SSW12 (2) 1" SSWAB for SSW15, SSW18, SSW21, SSW24 l e l e HAIRPIN INSTALLATION (GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.) SSWAB #3 HAIRPIN (#3 TIE SIMILAR). SEE TABLE FOR REQUIRED QUANTITY. SECTION A-A SSWAB #3 HAIRPIN (#3 TIE SIMILAR). SEE TABLE FOR REQUIRED QUANTITY.A A 4" MIN 3" LL MIN 3" FIELD TIE AND SECURE DURING CONCRETE PLACEMENT. OVERLAP VARIES WITH BOLT SPACING. #3 HAIRPIN, GRADE 60 REBAR (MIN.) SSWAB HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT 112" CLR 112" CLR 112" SPACING h t FIELD TIE AND SECURE DURING CONCRETE PLACEMENT. #3 TIE, GRADE 60 REBAR (MIN.) SSWAB CURB OR STEMWALL FOUNDATIONSLAB ON GRADE FOUNDATION 3" de INTERIOR FOUNDATION NOTES: 1. SEE 2/SSW1 AND 3/SSW1 FOR DIMENSIONS AND ADDITIONAL NOTES. 2. SEE 4/SSW1 FOR SHEAR REINFORCEMENT WHEN REQUIRED. 3. MAXIMUM H = le - de. SEE 5/SSW1 AND 6/SSW1 FOR le. H 3" CLR. MIN. W 3" de H 3" CLR. MIN. 3" de H 3" CLR. MIN. 3" de 3" CLR. MIN. BRICK LEDGE FOUNDATION SSWAB SHEAR REINFORCEMENT PER 4/SSW1 WHEN REQUIRED. MINIMUM CURB/STEMWALL WIDTH PER 4/SSW1. SSWAB SHEAR REINFORCEMENT PER 4/SSW1 WHEN REQUIRED. MINIMUM CURB/STEMWALL WIDTH PER 4/SSW1. SSWAB SHEAR REINFORCEMENT PER 4/SSW1 WHEN REQUIRED. SSWAB REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. 1 2 STEEL STRONG-WALL ANCHOR BOLT SHEAR ANCHORAGE 4 6 3 5SSWAB TENSION ANCHORAGE SCHEDULE 2500 PSI SSW ANCHOR BOLT TEMPLATES SSWAB TENSION ANCHORAGE SCHEDULE 3500/4500 PSI SSW ANCHOR BOLT EXTENSION STEEL STRONG-WALL ANCHORAGE - TYPICAL SECTIONS SSW ANCHOR BOLTS 7 REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. 1/2 W 1/2 W W 1/2 W 1/2 W W 1/2 W 1/2 W W 1/2 W 1/2 W ST E E L S T R O N G - W A L L AN C H O R A G E D E T A I L S EN G I N E E R E D D E S I G N S SSW1 W SLAB OR CURB AND SURROUNDING FOUNDATION NOT SHOWN FOR CLARITY 1 2 W SIMPSON STEEL STRONG-WALL FOUNDATION PLAN VIEW SSWAB 12 W12 W 1 2 W SEE TABLES BELOW FOR DIMENSIONS NOTES: 1.ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED. 2.ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM F1554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449). 3.SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3.3.4. 4.WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. 5.FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. 6.REFER TO 1/SSW1 FOR de. STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH SSWAB 3/4" ANCHOR BOLT SSWAB 1" ANCHOR BOLT ASD ALLOWABLE UPLIFT (lbs) W (in) de (in) ASD ALLOWABLE UPLIFT (lbs) W (in) de (in) SEISMIC CRACKED STANDARD 8,800 22 8 16,100 33 11 9,600 24 8 17,100 35 12 HIGH STRENGTH 18,500 36 12 33,000 51 17 19,900 38 13 35,300 54 18 UNCRACKED STANDARD 8,800 19 7 15,700 28 10 9,600 21 7 17,100 30 10 HIGH STRENGTH 18,300 31 11 32,300 44 15 19,900 33 11 35,300 47 16 WIND CRACKED STANDARD 5,100 14 6 6,200 16 6 7,400 18 6 11,400 24 8 9,600 22 8 17,100 32 11 HIGH STRENGTH 11,400 24 8 21,100 36 12 13,600 27 9 27,300 42 14 15,900 30 10 31,800 46 16 19,900 35 12 35,300 50 17 UNCRACKED STANDARD 5,000 12 6 6,400 14 6 7,800 16 6 12,500 22 8 9,600 19 7 17,100 28 10 HIGH STRENGTH 12,500 22 8 21,900 32 11 14,300 24 8 26,400 36 12 17,000 27 9 31,500 40 14 19,900 30 10 35,300 43 15 NOTES: 1.ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED. 2.ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM FI554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449). 3.SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3.3.4. 4.WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. 5.FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. 6.SEE 1/SSW1 AND 2/SSW1 FOR W AND de. STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 3500 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH SSWAB 3/4" ANCHOR BOLT SSWAB 1" ANCHOR BOLT ASD ALLOWABLE UPLIFT (lbs) W (in) de (in) ASD ALLOWABLE UPLIFT (lbs) W (in) de (in) SEISMIC CRACKED STANDARD 9,000 20 7 15,700 29 10 9,600 21 7 17,100 31 11 HIGH STRENGTH 18,200 32 11 33,000 46 16 19,900 34 12 35,300 48 16 UNCRACKED STANDARD 8,800 17 6 15,700 25 9 9,600 19 7 17,100 27 9 HIGH STRENGTH 18,600 28 10 32,600 40 14 19,900 30 10 35,300 42 14 WIND CRACKED STANDARD 6,000 14 6 7,300 16 6 7,300 16 6 13,500 24 8 9,600 20 7 17,100 29 10 HIGH STRENGTH 11,800 22 8 22,700 34 12 13,500 24 8 27,400 38 13 17,000 28 10 32,300 42 14 19,900 32 11 35,300 45 15 UNCRACKED STANDARD 6,000 12 6 7,500 14 6 7,500 14 6 12,800 20 7 9,600 17 6 17,100 25 9 HIGH STRENGTH 12,800 20 7 21,300 28 10 14,800 22 8 26,000 32 11 16,900 24 8 31,300 36 12 19,900 27 9 35,300 39 13 STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR4500 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH SSWAB 3/4" ANCHOR BOLT SSWAB 1" ANCHOR BOLT ASD ALLOWABLE UPLIFT (lbs) W (in) de (in) ASD ALLOWABLE UPLIFT (lbs) W (in) de (in) SEISMIC CRACKED STANDARD 8,700 18 6 16,000 27 9 9,600 20 7 17,100 29 10 HIGH STRENGTH 17,800 29 10 32,100 42 14 19,900 32 11 35,300 45 15 UNCRACKED STANDARD 9,100 16 6 15,700 23 8 9,600 17 6 17,100 25 9 HIGH STRENGTH 17,800 25 9 32,500 37 13 19,900 27 9 35,300 39 13 WIND CRACKED STANDARD 5,400 12 6 6,800 14 6 8,300 16 6 11,600 20 7 9,600 18 6 17,100 26 9 HIGH STRENGTH 11,600 20 7 21,400 30 10 13,400 22 8 25,800 34 12 17,300 26 9 31,000 38 13 19,900 29 10 35,300 42 14 UNCRACKED STANDARD 6,800 12 6 6,800 12 6 8,500 14 6 12,400 18 6 9,600 16 6 17,100 23 8 HIGH STRENGTH 12,400 18 6 21,600 26 9 14,500 20 7 26,700 30 10 16,800 22 8 32,200 34 12 19,900 25 9 35,300 36 12 NOTES: 1.SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM f'c=2,500 PSI CONCRETE. SEE DETAILS 1/SSW1 TO 3/SSW1 FOR TENSION ANCHORAGE. 2.SHEAR REINFORCEMENT IS NOT REQUIRED FOR PANELS INSTALLED ON A WOOD FLOOR, INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS. 3.SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. 4.WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. 5.MINIMUM CURB/STEMWALL WIDTH IS 6" WHEN STANDARD STRENGTH SSWAB IS USED. 6.USE (1) #3 TIE FOR SSW12 AND SSW15 WHEN THE STEEL STRONG-WALL PANEL DESIGN SHEAR FORCE EXCEEDS THE TABULATED ANCHORAGE ALLOWABLE SHEAR LOAD. 7.CONCRETE EDGE DISTANCE FOR ANCHORS MUST COMPLY WITH ACI 318-11 D.8.2. STEEL STRONG-WALL SHEAR ANCHORAGE MODEL SEISMIC3 WIND4 Lt OR Lh (in.) SHEAR REINFORCEMENT MIN. CURB / STEMWALL WIDTH (in.) SHEAR REINFORCEMENT MIN. CURB / STEMWALL WIDTH (in.) ASD ALLOWABLE SHEAR LOAD V (lbs.)6 6" MIN CURB / STEMWALL 8" MIN CURB / STEMWALL UNCRACKED CRACKED UNCRACKED CRACKED SSW12 9 (1) #3 TIE 6 NONE REQUIRED -1230 880 1440 1030 SSW15 12 (2) #3 TIES 6 NONE REQUIRED -1590 1135 1810 1295 SSW18 14 (1) #3 HAIRPIN 85 (1) #3 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES MAXIMUM ALLOWABLE SHEAR LOAD OF THE STEEL STRONG-WALL PANELSSW2115(2) #3 HAIRPIN 85 (1) #3 HAIRPIN 6 SSW24 17 (2) #3 HAIRPIN 85 (1) #3 HAIRPIN 6 1. STEEL STRONG-WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY, INC." HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER. 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STEEL STRONG-WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER. 7. SIMPSON STRONG-TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. STEEL STRONG-WALL MODELS SINGLE-STORY SSW ON CONCRETE ALTERNATE GARAGE WALL OPTIONS FIRST FLOOR AT WOOD FRAMING TWO-STORY STACKED FLOOR FRAMING 1 3 12 STRONG-WALL ON CONCRETE 5 TWO-STORY STACKED TOP OF WALL HEIGHT ADJUSTMENTS 6'6ó[ò6&5(:63529,'(':,7+:$// 14 14 14 14 14 14 14 12 12 12 12 12 12 12 SSW24x11 SSW24x13 SSW24x12 SSW24x9 SSW24x10 SSW24x8 SSW24x7 SSW21x13 117 1/4 3 1/2 5 1/2 5 1/2 5 1/2 141 1/4 153 1/4 129 1/4 5 1/2 3 1/2 3 1/2 3 1/2 93 1/4 105 1/4 80 153 1/4 SSW21x12 SSW21x11 SSW21x10 SSW21x9 SSW21x8 SSW21x7 SSW18x12 SSW18x13 SSW12 SSW15 5 1/2 5 1/2 3 1/2 3 1/2 141 1/4 129 1/4 117 1/4 105 1/4 5 1/2 5 1/2 3 1/2 3 1/293 1/4 80 153 1/4 141 1/4 9 9 QTY. OF SCREWS TOP OF WALL 3 1/2SSW15x9105 1/4 SSW18x11 SSW18x9 SSW18x10 SSW18x8 SSW18x7 SSW15x12 SSW15x11 SSW15x10 SSW18 SSW21 SSW24 3 1/280 5 1/2 3 1/2 3 1/2 3 1/2 105 1/4 117 1/4 129 1/4 93 1/4 5 1/2 5 1/2 3 1/2 129 1/4 141 1/4 117 1/4 SSW15x8 SSW15x7 SSW12x10 SSW12x9 SSW12x8 MODEL NO. SSW12x7 3 1/2105 1/4 3 1/2 3 1/2 3 1/2 80 93 1/4 117 1/4 (2) 1" 3 1/2 3 1/2 T (in) 80 93 1/4 H (in) (2) 3/4" ANCHOR BOLTS 9 HOLDOWN 6 9 9 9 9 6 6 6 4 6 6 4 4 4 1 STEEL STRONG-WALL MODELS WALL PROFILES W SSW24 SSW21 SSW18 SSW15 2 2. SEE SHEET SSW1 FOR ANCHORAGE SOLUTIONS. (2) 3/4" (2) 3/4" (2) 3/4" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" (2) 1" W H T SSW24x11-STK SSW24x13-STK SSW24x12-STK SSW24x9-STK SSW24x10-STK SSW24x8-STK - - SSW21x13-STK SSW21x12-STK SSW21x11-STK SSW21x10-STK SSW21x9-STK SSW21x8-STK - - SSW18x12-STK SSW18x13-STK SSW15x9-STK SSW18x11-STK SSW18x9-STK SSW18x10-STK SSW18x8-STK - - SSW15x12-STK SSW15x11-STK SSW15x10-STK SSW15x8-STK - - MODEL NO. - - STD. WALL -STK WALL SSW15x7.4 3 1/285 1/2 (2) 1" 6- - SSW12x7.4 3 1/285 1/2 (2) 3/4" 4- - SSW18x7.4 3 1/285 1/2 9(2) 1" - - 12SSW21x7.4 3 1/285 1/2 (2) 1" - - 14SSW24x7.4 3 1/285 1/2- - (2) 1" TABLE NOTES: - - - - - - ADDITIONAL 1-1/8" DIAMETER HOLES MAY BE DRILLED THRU WOOD STUDS AT ANY HOLE LOCATION MATCHING AN OBROUND HOLE IN PRE-ATTACHED WOOD STUDS 1/4" HOLES TO ATTACH OPTIONAL BLOCKING OR FRAMING HOLES PREDRILLED IN STUDS FOR WIRING. PREFABRICATED HOLES IN STEEL PANEL. (VARY WITH EACH MODEL) ADDITIONAL CUTTING OF STEEL WALL OR ENLARGING OF EXISTING HOLES NOT PERMITTED. STEEL PANEL ELECTRICAL BUSHINGS AT ALL ROUND MECHANICAL HOLES. OPTIONAL PILOT HOLE OR ALTERNATE 7 TOP PLATE ATTACH TOP OF WALL TO TOP PLATES :,7+6'6ó[ò6&5(:63529,'(' 78" MAXIMUM WOOD SHIM WITH SDS 14" x 312" SCREWS. FOR SHIMS GREATER THAN 78", SEE RIM JOIST, BEAM, OR BLOCKING IF APPLICABLE 5 STEEL PANEL FLANGE. 4 GARAGE WALL OPTION 1 POST & POST BASE DETAIL BY OTHERS GARAGE WALL OPTION 2 SHEAR TRANSFER DESIGN & DETAILS BY OTHERS 7-FT. HIGH STEEL STRONG-WALL MODELS ARE 80", 2" TALLER THAN 7-FT. HIGH WOOD STRONG-WALL SHEARWALLS REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR: 1. SHEAR TRANSFER 2. OUT OF PLANE LOADING EFFECT 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. FOR GARAGE WALL OPTION 2 OR ALTERNATE 52 4 4 NOTE: 318" MIN WIDTH HEADER BY OTHERS. FOR MULTI-PLY HEADER REQUIREMENTS SEE 11SSW24x7 SSW21x7 CURB H SSW18x7 SSW15x7 SSW12x7 OPENING HEIGHT ROUGH SSW15x8 SSW12x8 SSW18x8 SSW21x8 SSW24x8 512" 6" 512" 6" 7' - 112" 7' - 2" 8' - 234" 8' - 314" GARAGE HEADER ROUGH OPENING HEIGHT No. MODEL 1. THE HEIGHT OF THE GARAGE CURB ABOVE THE GARAGE SLAB IS CRITICAL FOR THE ROUGH HEADER OPENING AT GARAGE RETURN WALLS. 2. SHIMS ARE NOT PROVIDED WITH STEEL STRONG-WALL. 3. FURRING ON UNDERSIDE OF GARAGE LESSER ROUGH OPENING HEIGHTS. ROUGH OPENING HEIGHT H CURB STEEL STRONG-WALL JOIST HANGER (IF REQUIRED) NAILING BY OTHERS SECTION FRAMING BY OTHERS, TYPICAL PLACE SSW PANEL OVER THE ANCHOR BOLTS AND SECURE WITH HEAVY HEX NUTS. (PROVIDED) USE 114" WRENCH / SOCKET FOR 3/4" NUT USE 158" WRENCH / SOCKET FOR 1" NUT NUTS SHALL BE SNUG TIGHT. DO NOT USE AN IMPACT WRENCH. RAKE WALL ADJACENT FRAMING BY OTHERS ATTACH SDS SCREWS TO SHIM BLOCK 4x SHAPED SHIM BLOCK (12" MAX. DEPTH AT TALL END) LTP4 SPACING BY OTHERS 2x FLAT SHIM BLOCK ADJACENT FRAMING BY OTHERS ATTACH SDS SCREWS TO BLOCKING CRIPPLE SHEAR WALL, BLOCKING AND STRAP BY OTHERS 4x SHIM BLOCK ATTACH SDS SCREWS TO SHIM BLOCK 4x SHIM BLOCKLTP4 SPACING BY OTHERS 2x FLAT SHIM BLOCK ADJACENT FRAMING BY OTHERS CRIPPLE WALL REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR: 1. SHEAR TRANSFER 2. OUT OF PLANE LOADING EFFECT 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. ATTACH WITH SDS14" x 412" SCREWS TO SHIM BLOCK INSTEAD OF SDS14" x 312" SCREWS PROVIDED. 8TWO-STORY STACKED FLOOR SECTION W OR ALTERNATE 9 52 SSW-STK OPTION (FACTORY INSTALLED) FIRST STORY WALL: ADD -STK TO MODEL NAME. EXAMPLE: SSW21x9-STK STANDARD STEEL STRONG-WALL AT 2nd FLOOR OR ALTERNATE 74 ORDER TWO-STORY STACKED WALL CONNECTOR KIT SEPARATELY. MODEL SSW_-2KT . EXAMPLE: SSW21-2KT RIM JOIST 2nd STORY STEEL STRONG-WALL SHEAR TRANSFER PLATE AND #14 SELF-DRILLING SCREWS (PROVIDED WITH SSW_-2KT). SOLID BLOCKING BELOW STEEL STRONG-WALL BETWEEN FLOOR FRAMING FIRST STORY STEEL STRONG-WALL FLOOR SHEATHING SHEAR TRANSFER BY OTHERS (SIMPSON LTP4 SHOWN FOR ILLUSTRATION) PERPENDICULAR FLOOR FRAMING SPACED AT 2'-0" OC MAXIMUM. WHERE FRAMING IS PARALLEL TO WALL, INSTALL BLOCKING WITHIN 6" OF EACH END OF STEEL STRONG-WALL. BLOCKING DEPTH SHALL MATCH FLOOR FRAMING DEPTH. SDS 14" x 312" SCREWS (INCLUDED WITH WALL) 10d COMMON NAILS (NOT PROVIDED) 11MULTI-PLY HEADERS 1" DIAMETER DRILL 1 1/16" MAX DIAMETER HOLE IN DOUBLE TOP PLATE FOR RODS SOLID BLOCKING BELOW INTERIOR ELEVATION EXTERIOR ELEVATION RIM JOIST ATTACH TOP OF SSW TO TOP PLATES WITH 8 SIMPSON A34 EACH SIDE HEAVY HEX NUTS TOP AND BOTTOM (PROVIDED WITH SSW_-2KT). NUTS SHALL BE SNUG TIGHT. DO NOT USE AN IMPACT WRENCH. STEEL STRONG-WALL FOR SHIMS GREATER THAN 7/8" SEE 5 ROD LENGTH ROD LENGTH MAXIMUM FACTORREDUCTION 18 INCHES 1.00 21 INCHES 0.94 ROD LENGTH IS TOTAL OF FLOOR JOIST DEPTH PLUS TOP PLATES PLUS SHIM THICKNESS. 6'6ó[ò6&5(:6 THREADED RODS (PROVIDED WITH SSW) SHEAR TRANSFER PLATE AND #14 SELF-DRILLING SCREWS 10d COMMON NAILS PLACE SSW PANEL OVER THREADED RODS AND SECURE WITH HEAVY HEX NUTS (PROVIDED). USE 1 5/8" WRENCH/SOCKET FOR 1" NUT SET LOWER NUT FLUSH WITH TOP OF SHEATHING. SSW BASE PLATE SHALL SIT FLUSH & LEVEL ON NUTS. 2"x2"x1" DEEP MAX. IN SHEATHING & RIM JOIST.NUTS SHALL BE SNUG TIGHT. DO NOT USE AN IMPACT WRENCH. DEEP HOLE OR NOTCH DRILL 2" DIAMETER x 1" (NOT INCLUDED) (PROVIDED WITH SSW_2KT) SHEAR TRANSFER BY OTHERS (LTP4 SHOWN) 24 NO. MODEL 21 18 15 WIDTH (in) WALL TWO-STORY STACKED WALL CONNECTION KIT SSW24-2KT SSW21-2KT SSW18-2KT SSW15-2KT CONTENTS EACH KIT CONTAINS: (1) SHEAR TRANSFER PLATE (with #14 SCREWS) (2) 1" x 48" THREADED RODS (ASTM A36) (6) HEAVY HEX NUTS INSTALLATION INSTRUCTIONS (PROVIDED WITH SSW_-2KT) SSW SSW MULTI-PLY HEADER CROSS SECTION MULTI-PLY HEADERS MAY BE USED WITH STEEL STRONG- WALL FOR WIND DESIGNS OR IN SEISMIC DESIGN CATEGORIES A-C (IBC & IRC) ONLY SSW WITH MULTI-PLY HEADER 1 1 2" 2"2" 1" MIN. TYP. 1 1 2" INSTALL SDS14"x312" SCREWS. SEE SIDE VIEWS FOR NUMBER & SPACING (SCREWS BY INSTALLER) HEADER BY OTHERS. 2 PLY 2x12 MIN WITH 12" SHEATHING BETWEEN PLYS OR 2 PLY 134"x1178" MIN. LVL (2 PLY LVL SHOWN) SDS14"x312" SCREWS PROVIDED WITH WALL 16d COMMON NAILING. SEE SIDE VIEWS FOR SPACING. SIDE VIEW NOTE: 2 3 1 STEEL STRONG-WALL (SSW18 SHOWN) 1 INSTALL SDS 1/4"x3 1/2" SCREWS HORIZONTALLY THROUGH LVL OR 2 x LUMBER HEADER PLYS. 4 SCREWS FOR SSW15, SSW18, SSW21 AND SSW24. SDS 1/4"x3 1/2" SCREWS PROVIDED WITH WALL FASTEN PLYS TOGETHER WITH 16d COMMON NAILS AT 16" O.C. ALONG EACH 2 3 EDGE OF BEAM. 15/32" SHEATHING BETWEEN 2x HEADER PLYS SHALL MATCH HEADER 4 DEPTH AND EXTEND FULL WIDTH OF SSW, MINIMUM. 4 4 2 COUPLER NUT SOLID BLOCKING BELOW PLACE SSW PANEL OVER THREADED RODS AND SECURE WITH HEAVY HEX NUTS (PROVIDED). USE 1 1/4" WRENCH/SOCKET FOR 3/4" NUT 1 5/8" WRENCH/SOCKET FOR 1" NUTSET LOWER NUT FLUSH WITH TOP OF SHEATHING. INTERIOR ELEVATION EXTERIOR ELEVATION SHEAR TRANSFER WITH SSW_-1KT) SHEAR TRANSFER BY OTHERS (LTP4 SHOWN) RIM JOIST SIMPSON A34 EACH SIDE SSW BASE PLATE SHALL SIT FLUSH & LEVEL ON NUTS. 2"x2"x1" DEEP MAX. IN SHEATHING & RIM JOIST. NUTS SHALL BE SNUG TIGHT. DO NOT USE AN IMPACT WRENCH. STEEL STRONG-WALL #14 SCREWS TO PANEL (PROVIDED 10d COMMONS FIRST FLOOR AT WOOD FRAMING NOTES: 1. USE WOOD FIRST-FLOOR ALLOWABLE LOAD TABLES FROM THE STRONG-WALL CATALOG FOR THIS INSTALLATION. 2. USE ALTERNATE DETAIL TO ACHIEVE MAXIMUM ON-CONCRETE ALLOWABLE LOADS. 3. FOR TWO-STORY STACKED STEEL STRONG-WALLS WITH WOOD FIRST FLOOR, USE ALTERNATE DETAIL . 4. REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR SHEAR TRANSFER FROM RIM JOIST TO SILL PLATE AND SILL PLATE TO FOUNDATION. AND THREADED STEEL STRONG-WALL JOIST HANGER (IF REQUIRED) SECTION PLATE. (PROVIDED BLOCKING BELOW SSW WITH SSW_-1KT) TO FRAMING 7 7 FLOOR FRAMING AT 2'-0" OC MAX. WHERE FRAMING IS PARALLEL TO WALL, INSTALL BLOCKING WITHIN 6" OF EACH END OF SSW. BLOCKING DEPTH SHALL MATCH FLOOR FRAMING. RODS (INCLUDED WITH SSW_-1KT) DEEP HOLE OR NOTCH DRILL 2" DIAMETER x 1" NO. MODEL 15 WIDTH (in) WALL WOOD FIRST-FLOOR WALL CONNECTION KIT SSW24-1KT SSW21-1KT SSW18-1KT SSW15-1KT CONTENTS EACH KIT CONTAINS: (1) SHEAR TRANSFER PLATE (with #14 SCREWS) (2) 3/4"x18" or 1" x 18" THREADED RODS (ASTM A36) (2) COUPLER NUTS (2) HEAVY HEX NUTS INSTALLATION INSTRUCTIONS 12 SSW12-1KT SSW1 FOR ANCHORAGE SOLUTIONS. SEE SHEET 18 21 24 ORDER FIRST FLOOR CONNECTOR KIT SEPARATELY. MODEL SSW_-1KT . EXAMPLE: SSW21-1KT (NOT PROVIDED) 9 NOTES ALTERNATE 1ST FLOOR WOOD FRAMING PLACE SSW PANEL OVER THE ANCHOR BOLTS AND SECURE WITH HEAVY HEX NUTS. (PROVIDED) USE 114" WRENCH / SOCKET FOR 3/4" NUT USE 158" WRENCH / SOCKET FOR 1" NUT NUTS SHALL BE SNUG TIGHT. DO NOT USE AN IMPACT WRENCH. SEE TO FOR ANCHORAGE SOLUTIONS 7 10 6 SEE SHEET SSW4 FOR GARAGE PORTAL SYSTEM WHEN SSWP-KT IS SPECIFIED 1 4 SEE TO FOR ANCHORAGE SOLUTIONS 1 4 UPPER PANEL SHEAR TOTAL FOR SSW12, 6 SCREWS TOTAL REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. FOR 8" TO 12" BLOCK DEPTHS: SIMPSON CS16 STRAPS REQUIRED WITH 10dx1ò NAILS (0.148" x 1.5") SHIM BLOCK HEIGHTS GREATER THAN 8" AND UP TO 10": 8 NAILS INTO BLOCK 8 INTO SSW NAILER STUD SHIM BLOCK HEIGHTS GREATER THAN 10" AND UP TO 12": 10 NAILS INTO BLOCK 10 INTO SSW NAILER STUD REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. HEADER MAY BE NECESSARY FOR H ST E E L S T R O N G - W A L L FR A M I N G D E T A I L S EN G I N E E R E D D E S I G N S SSW2 REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY RYAN K E I TH J O N E S G EOTECH N I C AL REGISTER E D P ROFESSIONAL E N G I N EER S T ATE OF CA L I F O R NIA No. 2852 EG L A s s o c i a t e s , I n c . 11 8 1 9 G O L D R I N G R O A D , U n i t A AR C A D I A , C A 9 1 0 0 6 Te l : ( 6 2 6 ) 2 6 3 - 3 5 8 8 Fa x : ( 5 6 2 ) 2 6 3 - 3 5 9 9 PR O J E C T L O C A T I O N : PR E P A R E D F O R : MS . C H E L S E A L I 37 6 8 C A P I T O L A V E , FR E M O N T , C A 9 4 5 3 8 E N O F SSION NG-LIA E AL ONG I N EE R G N J P H R S I A F CAL I F O R CIVIL NITEO TE GI RE S DRE KN A ST HA 45846 NE W 4 - U N I T A P A R T M E N T 10 3 8 W . D U A R T E R D , AR C A D I A , C A 9 1 0 0 7 AP N : 5 3 8 3 - 0 0 1 - 0 0 3 VICINITY MAP N.T.S. GRADING & DRAINAGE PLAN TITLE SHEET & DETAIL INFILTRATION DETAIL SECTION A-A CATCH BASIN DETAIL C-1 SECTION B-B SCALE : 1"=10'-0" CHELSEA LI SCALE : 1"=10'-0" DEMOLITION & EROSION CONTROL PLAN EG L A s s o c i a t e s , I n c . 11 8 1 9 G O L D R I N G R O A D , U n i t A AR C A D I A , C A 9 1 0 0 6 Te l : ( 6 2 6 ) 2 6 3 - 3 5 8 8 Fa x : ( 5 6 2 ) 2 6 3 - 3 5 9 9 PR O J E C T L O C A T I O N : PR E P A R E D F O R : MS . C H E L S E A L I 37 6 8 C A P I T O L A V E , FR E M O N T , C A 9 4 5 3 8 E N O F SSION NG-LIA E AL ONG I N EE R G N J P H R S I A F CAL I F O R CIVIL NITEO TE GI RE S DRE KN A ST HA 45846 NE W 4 - U N I T A P A R T M E N T 10 3 8 W . D U A R T E R D , AR C A D I A , C A 9 1 0 0 7 AP N : 5 3 8 3 - 0 0 1 - 0 0 3 C-2 CHELSEA LI -5- December 1, 2015 CITY OF ARCADIA WATER EFFICIENT LANDSCAPING - ORDINANCE NO. 2330 LANDSCAPE DOCUMENTATION PACKAGE - SECTION B (continued) 5. Landscape Installation Contractor Name Title Company License No. Mailing Address Telephone and Fax Number(s) City Email Address State Zip Code Website 6. Irrigation Installation Contractor Name Title Company License No. Mailing Address Telephone and Fax Number(s) City Email Address State Zip Code Website 7. Landscape & Irrigation Maintenance Contractor Name Title Company License No. Mailing Address Telephone and Fax Number(s) City Email Address State Zip Code Website 8. Certified Irrigation Auditor Name Title Company License No. Mailing Address Telephone and Fax Number(s) City Email Address State Zip Code Website WATER EFFICIENT LANDSCAPING - ORDINANCE NO. 2330 THIS WORKSHEET IS REQUIRED TO BE FILLED OUT BY THE PROJECT APPLICANT WORKSHEET - SECTION C CITY OF ARCADIA -6- Project: 1038 Duarte Rd, Arcadia, CA Date:05-03-23 Hydrozone# & Planting Description Plant Factor (PF) Irrigation Methodb Irrigation Efficiency (IE)c ETAF (PF/IE) Landscape Area (sq, ft,) ETAF x Area Estimated Total Water Use (ETWU)d Regular Landscape Areas The Eto for the Arcadia area is based on the State Departmentof Water Resource, Reference Evaportranspiration rate (Eto) for the City of Monrovia -Appendix 'A' of the State MWELO Reference Evapotranspiration (ETo) Rate =50.2 inches per year Regular Landscape Areas A1 0.2 DRIP 0.81 0.25 555.00 137.04 4,265.14 A2 0.6 DRIP 0.81 0.74 336.00 248.89 7,746.42 A3 0.5 BUBBLER 0.75 0.67 27.00 18.00 560.23 A4 0.5 DRIP 0.81 0.62 113.00 69.75 2,171.00 A5 0.5 DRIP 0.81 0.62 214.00 132.10 4,111.44 TOTAL AREA 1,245.00 605.78 TOTAL AREA 1,245.00 605.78 (A)(B) - 1 - - - 1 Totals (C)(D) Special Landscape Areas (SLAs) - Includes areas irrigated with recycled water Totals (C)(D) ETWU Total 18,854.23 MAWA 21,312.16 Plant Factor (PF), Irrigation Mehod -Overhead Spray or Drip, Irrigation Efficiency (IE) -.75 for Overhead Spray, .81 for drip Hydrozone #/Planting Description -e.g 1) front lawn, 2) low water use plantings, 3) medium water use plantings, etc. ETWU (Annual Gallons Required) = Eto x 0.62 x ETAF x Area dArea MAWA (Annual Gallons Allowed) = (Eto) ( 0.62) [ (ETAF x LA) + ((1-ETAF) x SLA)] ETAF Calculations Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas MAWA (Annual Gallons Allowed) = (Eto) ( 0.62) [ (ETAF x LA) + ((1-ETAF) x SLA)] 0.62 is a conversion factor that converts acre-inches per acre, to gallons per square foot per year Area is the total landscape area in square feet SLA is the total special landscape area in square feet ETAF is .55 for residential areas and 0.45 for non-residential areas. Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas (B)605.78 (A)1,245.00 B ÷ A 0.49 All Landscape Areas 605.78 Total ETAF x Area Total Area Average ETAF (B+D)Total ETAF x Area 605.78 1,245.00 0.49 (A+C) (B+D) ÷ (A+C) Total Area Sitewide ETAF -6- -8-December 1, 2015 CITY OF ARCADIA WATER EFFICIENT LANDSCAPING - ORDINANCE NO. 2330 CERTIFICATE OF COMPLETION This certificate is to be filled out by the project applicant and acknowledged by the property owner(s) upon completion of the landscaping project. 1. Project Information Date of Project Completion Permit Type and No. Project Name and/or Address Project Applicant and Title Property Owner Company Name & Mailing Address Mailing Address Telephone and Fax No(s).Telephone and Fax No(s). Email Address Email Address 2. Answer the questions below: a. Date the Landscape Documentation Package was submitted to the City of Arcadia _______________ b. Date the Landscape Documentation Package was approved by the City of Arcadia _______________ c. Date that a copy of the Water Efficient Landscape Worksheet or Prescriptive Measures Compliance Option was submitted to the project water supplier _______________ 3. Project Applicant – Certification –The signer of the landscape design plan, signer of the irrigation plan, or the licensed landscape contractor(s) that installed the landscaping and/or irrigation is to certify that the landscape project has been constructed/installed in accordance with the approved Landscape Documentation Package and in compliance with Ordinance No. 2330 and State law. Where there have been significant changes made in the field during construction/installation, “as-built” or record drawings shall be included with this certification. “I/we certify that based upon periodic site observations, the work has been completed in accordance with Ordinance No. 2330 and State law, and that the landscape planting and irrigation installation conform with the criteria and specifications of the approved Landscape and Irrigation Plans and Landscape Documentation Package and acknowledge that the project may be subject to inspection and a Landscape Irrigation Audit to verify that the project is maintained in compliance with Ordinance No. 2330 and State law.” Signature Date Name (print)Telephone and Fax No(s). Title License No. or Certification No. Company Email Address Mailing Address 4. Property Owner - Acknowledgment “I/we certify that I/we have received copies of all the documents within the Landscape Documentation Package and the Certificate of Completion for our project and that it is our responsibility to see that the project is maintained in accordance with the Landscape and Irrigation Maintenance Schedule for our project, including a diagram of the irrigation plan that shows the hydrozones posted with the irrigation controller, in compliance with Ordinance No. 2330 and State law, and I/we acknowledge that the project may be subject to inspection and a Landscape Irrigation Audit to verify that the project is being maintained in compliance with Ordinance No. 2330 and State law.” Property Owner(s) Signature(s) Date 5. Include the following documents with this Certificate: a. Irrigation Schedule – The parameters for setting the irrigation schedule on the controller(s) per Ordinance Section 7554.5.C. b. Schedule of landscape and irrigation maintenance per Ordinance Section 7554.5. c. Landscape Irrigation Audit Report per Ordinance Section 7554.3.E. d. Soil Analysis and Management Report(s), if not previously submitted with the Landscape Documentation Package per Ordinance Section 7554.4. e. Verification of implementation of recommendations from soil analysis report per Ordinance Sections 7554.4 and 7554.6. EGL ASSOCIATES 11819 Goldring Road, Unit A, Arcadia, CA 91006 Tel.: 626-263-3588; Fax: 626-263-3599; E-mail: mail@egl88.com Hydrology Analysis Building Address: 1038 W. Duarte Rd, Arcadia, CA 91007 EGL JOB NO: 22-203-009 DATE: 05/01/2023 DATA: 1. Maximum flow in a 50 yr period (PRE DEVELOPMENT) AREA (ACRES) IMP. (%) FREQUENCY SOIL TYPE LENGTH SLOPE Isohyet 0.17 47 50 6 140 0.017 7.3 Q50-Pre = 0.66 CFS 2. Maximum flow in a 50 yr period (POST DEVELOPMENT) AREA (ACRES) IMP. (%) FREQUENCY SOIL TYPE LENGTH SLOPE Isohyet 0.17 71 50 6 177 0.012 7.3 Q50-Post = 0.66 CFS Based on the results of Hydro Calc. program, there is no increase at the post development. The existing drainage pattern of this project is draining from north to southwest of the property. Existing drainage pattern will contribute stormwater runoff to the neighboring lot on south, post development will also maintain as existing drainage pattern. However, stormwater will be collected thru catch basin and discharge to W. Duarte Rd thru proposed sump pump. Pipe Capacity Calculation 1. AREA = A1 = 0.09 AC Q = 0.66 x (0.09/0.17) = 0.35 cfs Use 1-6” PVC Pipe D = 0.50’ S = 0.5% Q = 0.52 cfs > 0.35 cfs (ok) 2. AREA = A1 +A4 = 0.09+ 0.02= 0.11 AC Q = 0.66 x (0.11/0.17) = 0.42 cfs Use 1-6” PVC Pipe D = 0.50’ S = 0.5% Q = 0.52 cfs > 0.42 cfs (ok) 3. AREA = A2 = 0.04 AC Q = 0.66 x (0.04/0.17) = 0.16 cfs Use 1-4” PVC Pipe D = 0.33’ S = 0.5% Q = 0.17 cfs > 0.16 cfs (ok) 4. AREA = A2 +A3= 0.04 + 0.01 = 0.05 AC Q = 0.66 x (0.05/0.17) = 0.19 cfs Use 1-6” PVC Pipe D = 0.50’ S = 0.5% Q = 0.52 cfs > 0.19 cfs (ok) Sump Pump Total area = 0.17 ac Q-post= 0.66 cfs Total Dynamic Head = 5.05 ft. (See Sump Pump Calculation) Use dual sump pump system by BARNES SP33, 1/3 HP, single phase, or equivalent. Parkway Drain CAPACITY CHECK: Q = 0.66 cfs Use Curb-O-Let TCD 312, 3”x12” CI box pipe : Q = 0.94 cfs > 0.66 cfs (ok) Sump Pump BASEMENT PUMP Q=0.660 cfs =295.680 gpm Pipe Dia=0.330 ft Cross-section Area=0.086 ft^2 V=Q/A=3.858 f/s USE DUAL SUMP PUMP Q for each pump =0.330 cfs =147.840 gpm SUMP ELEVATION:502.20 ft OUTLET ELEVATION:506.14 ft Dynamic Head, Hp = DZ + hf + hm DZ = Total Static Head = Z2 - Z1 hf = Friction Loss = (fL/d) * (V^2/2g) f =0.008 L =Total pipe length d =Pipe Diameter Q =Flow Quantity g =32.2 ft/s^2 A =Cross-section Area hm = Minor Losses = (ΣK) * (V^2/2g) K =Loss Coefficient Section 1(Inside the Pit)2(Outside of the Pit) 4" DIA 4" DIA TOTAL LENGTH OF PIPE (FT)4.5 5 90 DEG. BEND 1 1 Gate Valve 0 1 Check Valve 0 1 DZ = Z2 - Z1 =3.940 ft hf = Σ((fL/d) * (V^2/2g) hf1 =0.025 ft hf2 =0.000 ft hm = (ΣK) * (V^2/2g) hm1 =0.173 ft hm2 =0.911 ft Therefore, Total Dynamic Head, Hp =1.109 ft + DZ=5.05 H.P. REQUIRED H.P. = GPM * Hp * 1 / (3960 * 65% ) =0.290013491 hp Sump Pump Calc HYDRO HEAD 5/2/2023 Peak Flow Hydrologic Analysis File location: Z:/Hank/ACAD/SLS & SIMON TAN (203 & 234)/2022/22203009/Grading plan/1038 W. Duarte Rd - Pre-develop.pdf Version: HydroCalc 1.0.3 Input Parameters Project Name 1038 W. Duarte Rd Subarea ID Pre-develop Area (ac)0.17 Flow Path Length (ft)140.0 Flow Path Slope (vft/hft)0.017 50-yr Rainfall Depth (in)7.3 Percent Impervious 0.47 Soil Type 6 Design Storm Frequency 50-yr Fire Factor 0 LID False Output Results Modeled (50-yr) Rainfall Depth (in)7.3 Peak Intensity (in/hr)4.3554 Undeveloped Runoff Coefficient (Cu)0.8901 Developed Runoff Coefficient (Cd)0.8947 Time of Concentration (min)5.0 Clear Peak Flow Rate (cfs)0.6625 Burned Peak Flow Rate (cfs)0.6625 24-Hr Clear Runoff Volume (ac-ft)0.0568 24-Hr Clear Runoff Volume (cu-ft)2472.1169 Peak Flow Hydrologic Analysis File location: Z:/HANK/ACAD/SLS & SIMON TAN (203 & 234)/2022/22203009/Grading plan/1038 W. Duarte Rd - Post-develop.pdf Version: HydroCalc 1.0.3 Input Parameters Project Name 1038 W. Duarte Rd Subarea ID Post-develop Area (ac)0.17 Flow Path Length (ft)177.0 Flow Path Slope (vft/hft)0.012 50-yr Rainfall Depth (in)7.3 Percent Impervious 0.71 Soil Type 6 Design Storm Frequency 50-yr Fire Factor 0 LID False Output Results Modeled (50-yr) Rainfall Depth (in)7.3 Peak Intensity (in/hr)4.3554 Undeveloped Runoff Coefficient (Cu)0.8901 Developed Runoff Coefficient (Cd)0.8971 Time of Concentration (min)5.0 Clear Peak Flow Rate (cfs)0.6642 Burned Peak Flow Rate (cfs)0.6642 24-Hr Clear Runoff Volume (ac-ft)0.0729 24-Hr Clear Runoff Volume (cu-ft)3173.4261 PRE-DEVELOPMENT HYDROLOGY MAP SCALE : 1"=20'-0" POST-DEVELOPMENT HYDROLOGY MAP SCALE : 1"=20'-0" PIPE CALCULATION SCALE : 1"=20'-0" Project Description Friction Method Manning Formula Solve For Discharge Input Data Roughness Coefficient 0.010 Channel Slope 0.00500 ft/ft Normal Depth 0.33 ft Diameter 0.33 ft Discharge 0.17 ft³/s Cross Section Image Cross Section for Circular Pipe - 1 6/15/2005 11:11:31 PM Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.071.00] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1of1Page Project Description Friction Method Manning Formula Solve For Discharge Input Data Roughness Coefficient 0.010 Channel Slope 0.00500 ft/ft Normal Depth 0.50 ft Diameter 0.50 ft Discharge 0.52 ft³/s Cross Section Image 6" @0.5% 6/15/2005 11:00:41 PM Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.071.00] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1of1Page Project Description Friction Method Manning Formula Solve For Discharge Input Data Roughness Coefficient 0.012 Channel Slope 0.02000 ft/ft Normal Depth 0.25 ft Height 0.25 ft Bottom Width 1.00 ft Discharge 0.94 ft³/s Cross Section Image curb-o-let 3x12 12/5/2019 11:43:33 AM Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1of1Page