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HomeMy WebLinkAbout709 S Second Ave #1-3 - 2023 -PDS STUDIO, inc. 711 S FIRST AVE ARCADIA, CA 91006 WWW.PDS-STUDIO.COM MAIL@PDS-STUDIO.COM (626) 294-9402 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA, CA 91006 &L @Cø# (E) (N) ANDANGLE ATCENTERLINEDIAMETER OR ROUNDPOUND OR NUMBER EXISTINGNEW ACOUS.A.D.ADJ. AGGR.AL.APPROX.ARCH. ASB.ASPH. ACOUSTICALAREA DRAINADJUSTABLE AGGREGATEALUMINUMAPPROXIMATEARCHITECTURAL ASBESTOSASPHALT BD.BITUM. BLDG.BLK.BLKG.BM. BOT. BOARDBITUMINOUS BUILDINGBLOCKBLOCKINGBEAM BOTTOM CAB.C.B. CEM.CER.C.I. G.G.CLG.CLKG.CLO. CLR.C.O.COL.CONC. CONN.CONSTR.CONT.CORR. CTSK.CNTR.CTR. CABINETCATCH BASIN CEMENTCERAMICCAST IRON CORNER GUARDCEILINGCALKINGCLOSET CLEARCASED OPENINGCOLUMNCONCRETE CONNECTIONCONSTRUCTINCONTINUOUSCORRIDOR COUNTERSINKCOUNTERCENTER DBL.DEPT. D.F.DET.DIA. DIM.DISP. DN. D.O. DR.DWR.DS. D.S.P.DWG. DOUBLEDEPARTMENT DRINKING FOUNTAINDETAILDIAMETER DIMENSIONDISPENSER DOWN DOOR OPENING DOORDRAWERDOWNSPOUT 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 DRAINFOUNDATIONFIRE EXTINGUISHER FIRE EXTINGUISHER CABINETFIRE HOST CABINETFINISHFLOOR FLASHINGFLUORESCENTFACE OF CONCRETEFACE OF FINISH FACE OF STUDSFIREPROOFFULL SIZE FOOT/ FEETFOOTINGFURRING FUTURE G.A.GALV. G.B.G.L.GND.GR. GYP. GAUGEGALVANIZED GRAB BARGLASSGROUNDGRADE GYPSUM H.B.H.C.HDWD.HDWE. H.M.HORIZ.HR. HGT. HOSE BIBBHOLLOW COREHARDWOODHARDWARE HOLLOW METALHORIZONTALHOUR HEIGHT I.D. I.F.INSUL.INT.INV. INSIDE DIAMETER INSIDE FACEINSULATIONINTERIORINVERT JAN.J.H.JST. JT. JANITORJOIST HANGERJOIST JOINT MAX. M.C.MECH.MEMB.MET. MFR.MH.MIN. MIR. MISC. M.O. MTD.MUL. MAXIMUM MEDICINE CABINETMECHANICALMEMBRANEMETAL MANUFACTUREMANHOLEMINIMUN MIRROR MISCELLANEOU MASONRY OPENING MOUNTEDMULLION N. N.I.C.NO.NOM.N.T.S. NORTH NOT IN CONTRACTNUMBERNOMINALNOT TO SCALE SQ.S.ST. S.SK.STA.STD.STL. STOR.STR.STRL.SUSP. SYM. SQUARESTAINLESS STEEL SERCICE SINKSTATIONSTANDARDSTEEL STORAGESTRAIGHTSTRUCTURALSUSPENDED 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 CURBTELEPHONE TERRAZZOTONGUE 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. VACUUMVERTICAL VESTIBULEVESTIBULEVERTICAL 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/OWP. W.R.W.R.B.WSCT.WT. WESTWITHWATER CLOSETWOOD WATER HEATERWINDOWWITHOUTWATERPROOF WATER RESISTANTWATER RESISTIVE BARRIERWAINSCOTWEIGHT L YYD.YESYARD 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 N 2N D A V E UNIT 1 UNIT 2 UNIT 3 NORTH ELEVATION SOUTH ELEVATION WES T E L E V A T I O N EA S T E L E V A T I O N 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 9/18/2023 1:22:50 PM A-0.0 TITLE PAGE 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - A-0.0 A-0.1 A-0.2 A-0.3 A-0.4 GENERAL NOTES GRADING/DRAINAGE EROSION CONTROL PLAN SD0 S1S2S3S4 SD1 SD2 SD3 SD4 SD5 STRUCTURAL SPECIFICATIONS FOUNDATION PLAN SECOND FLOOR FRAMING PLAN THIRD FLOOR FRAMING PLAN ROOF FRAMING PLAN STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL ARCHITECTURAL TITLE 24 CIVIL TITLE 24 TITLE 24 TITLE 24 TITLE 24 TITLE 24 TITLE 24 TITLE 24 PLB T-1 T-2 T-3 T-4 T-5 T-6 TITLE PAGE CALGREEN REQUIREMENTS CALGREEN REQUIREMENTS FIRE/SOUND WALL PLAN CONDTIONS OF APPROVAL 709 S 2ND AVE ARCADIA, CA SYMBOLS & ABBREVIATIONS 3 UNITS MULTIFAMILY RESIDENTIALS C-1 C-2 C-3 PROJECT DATA SEPARATE / DEFERRED SUBMITTAL SEPARATE 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 TRUSS CALCULATION PACKAGE APPLICABLE CODE LANDSCAPE PLAN IRRIGATION PLAN LANDSCAPE L-1 L-2 SHEET INDEX VICINITY MAP UNIT LIVINGAREA BLDG#BED /BATH PARKINGPROVIDED UNIT 1 1,955 SF 1 4 / 4 2 STANDARDS UNIT 2 1,866 SF 1 3 / 3 2 STANDARDS UNIT 3 2,014 SF 1 4 / 4 2 STANDARDS TOTAL:5,835 SF PROJECT DESCRIPTION: PROJECT ADDRESS: ZONING: LOT SIZE: ACCESSOR PARCEL NUMBER: EXISTING USE: PROPOSED USE: NUMBER OF STORY: DEMOLITION: OCCUPANCY GROUP: CONSTRUCTION TYPE: FIRE SPRINKLER: 3 UNITS CONDO 709 S 2ND AVE ARCADIA CA 91007 R-3 (HIGH DENSITY) 7,971 SF 5779-017-011 SINGLE FAMILY RESIDENCE 3 MULTI-FAMILY RESIDENCE (1 BUILDINGS) 3 ALL EXISTING UNITS R-2 V-B 13R LEGAL DESCRIPTION / DATA : CONSTRUCT 3 UNITS MULTIFAMILY RESIDENTIALS; ALL EXISTING TO BE DEMOLISHED SCOPE OF WORK: PROJECT DATA: MAX BUILDING HEIGHT ALLOWABLE / REQUIRED PROPOSED FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING PER UNIT GUEST PARKING BICYCLE PARKING PROVIDED OPEN SPACE PROVIDED BUILDING DATA BREAKDOWN: DENSITY GARAGE(SQ. FT.) 508 SF 507 SF 436 SF 1,451 SF LOTCOVERAGE 948 SF 877 SF 819 SF 2,643 SF PORCH /OVERHANG 41 SF 0 SF 13 SF 54 SF BALCONY(SQ. FT.) 0 SF 0 SF 0 SF 0 SF 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 A-1.1 A-1.2 A-2.1 A-2.2 A-2.3 A-2.4 A-3.1 A-3.2 A-3.3 A-4.1 A-4.2 A-5.1 A-5.2 A-6.1 SITE PLAN SURVEY 1ST FLOOR PLAN 2ND FLOOR PLAN 3RD FLOOR PLAN ROOF PLAN 1ST FLOOR UTILITY PLAN 2ND FLOOR UTILITY PLAN 3RD FLOOR UTILITY PLAN ELEVATIONS ELEVATIONS SECTIONS SECTIONS WINDOWS / DOORS SCHEDULE AD-1 AD-2 AD-3 AD-4 ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS RENDERING 33'-0" (FOR PITCHED ROOF)33'-0" (3 STORIES) 37'-0" (25' + 12' STREET DEDICATION) 5'-0" (AT GARAGE), 10'-0" ELSEWHERE 10'-0" 37'-0" 5'-0" AT GARAGE. 10' 10'-0" 6 SPACES (2 PER UNIT) 2 SPACES (1 PER 2 UNITS) 6 SPACES (2 PER UNIT) 2 SPACES (1 PER 2 UNITS) 8 SPACES REQUIRED 8 SPACES TOTAL 2 SPACES (0.2 PER UNIT / 2 MIN)2 SPACES PROVIDED 100 SF PER UNIT 300 SF (100 SF PER UNIT) MIN: 3 (LOT AREA / 2200 SF) MAX: 5 (LOT AREA / 1,450 SF) 3 UNITS PROPOSED PROJECT SITE PROJECT OWNER PROJECT DESIGNER PDS STUDIO INC711 S. FIRST AVEARCADIA CA 91006T. 626.294.9402E: MAIL@PDS-STUDIO.COM STRUCTURAL ENGINEER JKL STRUCTURAL 801 CREST VISTA DRIVE MONTEREY PARK, CA 91754T.626-524-2210 E: JKLSTRUCTURAL@GMAIL.COM CIVIL ENGINEER EGL ASSOCIATES, INC. 11819 GOLDRING ROAD, UNIT A ARCADIA CA 91006 T. 626.263.3588 E: MAIL@EGL88.COM MECHANICAL ENGINEER PERFECT DESIGN 2416 W. VALLEY BLVD ALHAMBRA CA 91803 T. 626.289.8808 E: PERFECTAAA2@GMAIL.COM WESTLAKE ARCADIA LLC711 S. FIRST AVEARCADIA CA 91006T. 626.294.9402E: MAIL@PDS-STUDIO.COM PROJECT TEAM LANDSCAPE DESIGNER MANUEL GARCIA 228 E CAMDEN STREET, GLENDORA CA 91740 T. 626.665.5002 E: MG.LANDARCH@GMAIL.COM KEY PLAN 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: 9/18/2023 1:22:54 PM A-0.1 Checker CALGREEN REQ. 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE 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: 9/18/2023 1:22:57 PM A-0.2 Checker CALGREEN REQ. 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - 3AD-4 3 AD-4 2 AD-4 TYP 1 2 2 AD-4 TYP 3 AD-41 1 1 1 1 11 4 AD-4 2 AD-4 TYP 2 AD-4 TYP 1 1 AT CLG. AT CLG. AT CLG. 1 1 1 AT CLG. 1 AT CLG. 1 1 1 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 KEYNOTE 1 • • • • • ONE HR. FIRE-RESISTIVE CONSTRUCTION PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AND 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 WALL ALL 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: 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 9/18/2023 1:23:01 PM A-0.3 Checker FIRE / SOUND WALL PLAN 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - SCALE: 1/8" = 1'-0" 3RD FLOOR SCALE: 1/8" = 1'-0" 2ND FLOOR SCALE: 1/8" = 1'-0" 1ST 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: 9/18/2023 1:23:05 PM A-0.4 Checker CONDITIONS OF APPROVAL 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - 2 N D A V E 55 ' - 0 1 / 4 " ( L O T W I D T H ) UNIT 1 UN I T 2 UNIT 3 BUILDING OVERHANG UNIT 3 PRIVATEOPEN SPACE GUESTPARKING SPACE #2 SID E Y A R D S E T B A C K R E Q ' D 10 ' - 0 " SID E Y A R D S E T B A C K 10 ' - 0 " (E) 2-STORY CONDO(E) 2-STORY CONDO (E) 1-STORY S.F.R. 11 ' - 6 1 / 4 " GUEST PARKING SPACE #1 EQ EQ 20 ' - 0 " 20' - 0" EQ EQEQEQ 4' - 0" UNIT 2 PRIVATEOPEN SPACE 20 ' - 0 " 4' - 0 " 12 ' - 0 " 20' - 0" S0 0 ° 2 3 ' 5 9 " E 55 . 0 3 N89°34'49"E 145.12 S0 0 ° 2 4 ' 0 8 " E 55 . 0 3 S89°34'51"W 145.13 12" FIG TREETO REMAIN 14" PITTOSPORUM TOBIRA 6" TREE6" TREE 6" TREE 6" TREE 6" TREE 6" TREE 8" FRUIT TREE 8" TREE 8" TREE 8" TREE 20" TREE 12" OSMANTHUS FRAGRANS 24" TREE 6" PODOCARPUS 8"⌀ FRUITTREE TO BE REMOVED POWER POLE(3) WESTERLY(4) EASTERLY(15) NORTH-SOUTH LINESW/ GUIDE WIRE POWER POLE (3)EAST-WEST LINES 5' CHAIN LINK 6' WOODEN FENCE 1' BRICK WALL1' BRICK WALL 5' BRICK WALL 5' BRICK WALL5' BRICK WALL PL TO STREET CL 30' - 0" 10' - 0" UNIT 1OPEN SPACE 21' - 0"11' - 6" 4' - 0 " 21 ' - 4 1 / 4 " 20' - 1" 22 ' - 2 " 20 ' - 2 " 20' - 0" 10 ' - 0 " 40' - 0"3' - 11"11' - 6" 8"⌀ FRUITTREE TO BE REMOVED BACKFLOW / TRANSFORMER TO BE SCREENED TO BE DEMOLISHEDTO BE REMOVED TO BE DEMOLISHED NE W 6 ' H B L O C K W A L L , S T U C C O E D T A N WIT H A T R I M C A P NE W 6 ' H B L O C K W A L L , S T U C C O E D T A N WIT H A T R I M C A P TO BE REMOVED NEW 6'H BLOCK WALL, STUCCOED TANWITH A TRIM CAP BIKE STALL BIKE STALL 6' - 0 1 / 4 " 10 ' - 0 1 / 4 " 25 ' - 4 1 / 4 " CARPORT UNIT 12-CAR GARAGEUNIT 22-CAR GARAGE UNIT 3 2-CAR GARAGE FRONT YARD S.B. 25' - 0" STREET DEDICATION 12' - 0" RE Q ' D S I D E S . B . 10 ' - 0 " 6' - 0 " GARAGE ALLOWED TO ENCROACH INTO REQ'D SIDE YARD SETBACK NO MORE THAN 5 FEET, FOR LOT WIDTH LESS THAN 60 FEET GARAGE ALLOWED TO ENCROACH INTO REQ'D SIDE YARD SETBACK NO MORE THAN 5 FEET, FOR LOT WIDTH LESS THAN 60 FEET GA R A G E E N C R O A C H M E N T 4' - 0 " GA R A G E E N C R O A C H M E N T 4' - 0 " GA R A G E E N C R O A C H M E N T 4' - 0 " 4' - 0 " 4' - 0" 4' - 0 " PEDESTRIAN WALKWAY PEDESTRIAN WALKWAY PE D E S T R I A N W A L K W A Y 34 35 6 15 2 7 10 10 10 10 11 12 1616 16 16 4 3 3 13 TO BE REMOVED 10' - 0" 1' - 6" AWNING OVER FRONT ENTRY,SEE ELEVATION 5 9 8" TREE 4' - 0" 4' - 0 "PEDESTRIAN WALKWAY PE D E S T R I A N W A L K W A Y EX. 5' HT BRICK WALL TO REMAIN 32' - 2"6' - 2"15' - 2" 5' - 0"6' - 0" UNIT 2 TRASH BIN LOCATION EA S E M E N T 6' - 0 " 2' - 0 " UNIT 1 TRASH BIN LOCATION 1 A-1.1 TYP 2nd, 3rd FL 3' - 0 " 3rd FL 3rd FL 2nd FL2nd, 3rd FL 2n d , 3 r d F L 3rd FL 3' - 0 " 4' - 0" 3' - 0 " 2' - 0 " 1' - 0 " 0" 1 1 1 10' - 0" 2' - 0"10' - 0"10 ' - 0 " 2' - 0 " 16 15 13171713 14 2 14 14 14 10 ' - 0 " 20 ' - 0 " 17 10 ' - 0 " DR I V E W A Y W I D T H 12 ' - 6 " SEE LANDSCAPE TO BE REMOVED TREES TO BE REMOVED 12 ' - 6 " 4' - 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: As indicated 9/18/2023 1:23:09 PM A-1.1 Checker SITE PLAN 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - N #KEY DESCRIPTION 1 (N) 6'-0"HI. C.M.U. WALL SPLIT SIDE ON NEIGHBOR SIDE & STUCCOFIN. ON PROJECT SIDE 2 5'H W.I. SIDE GATE, COLOR BLACK 3 LANDSCAPED AREA 4 LAWN / TURF AREA 5 CONCRETE WALKWAY 6 CONCRETE DRIVEWAY 7 4' WIDE PEDESTRIAN WALKWAY 8 EMERGENCY LIGHT 9 HEAT PUMP / MECHANICAL UNIT 10 BUILDING OVERHANG 11 LOCATION OF MAILBOX 12 LOCATION OF BICYCLE PARKING SPACES (2'x6'), PROVIDE 5' BACKUPCLEARANCE 13 SCORED CONCRETE, COLOR GREY 14 5'H VINYL FENCE, COLOR BLACK 15 EXPOSED AGGREGATE, COLOR: TAN 16 INTERLOCKING PAVERS 17 DECORATIVE PEA GRAVEL SCALE: 3/16" = 1'-0" SITE PLAN A. B. C. D. E. F. G. H. I. J. K. L. M. N. 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 3306.7 TREE 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. PROJECT IS SUBJECT TO WATER EFFICIENCY LANDSCAPE ORDINANCEAPPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS, OR APPROVED BUILDING IDENTIFICATION SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF FOUR INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH. FIRE CODE 505.1 ALL ROOF COVERINGS SHALL BE CLASS 'A' AS SPECIFIED IN BUILDING CODE 1505.1.1 RESIDENTIAL CODE R337.5 AMD R902. SEE SHEET A-2.9 ROOF VALLEY FLASHING SHALL BE NOT LESS THAN 0.019-INCH (NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER A MIN 36 INCH WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF NO.72 ASTM CAP SHEET MEETING RUNNING THE FULL LENGTH OF THE VALLEY. RESIDENTIAL CODE R327.5.3 AND BUILDING CODE 705A.3 RAIN GUTTERS SHALL BE PROVIED WITH A MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER (R337.5.3, CBC705A.4) VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS AND FLAME THROUGH THE VENITLATION OPENINGS. VENT OPENING SHALL BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WARE MESH WITH A MIN 1/16TH INCH OPENINGS AND SHALL NOT EXCEED 1/8THINCH. VENTS SHALL NOT BE INSTALLED IN EAVES OR CORNICES. EMERGENCY EGRESS LIGHTING TO BE PROVIDED PER 2016 CALIFORNIA FIRE SECTION 1006 CURBS, GUTTERS AND SIDEWALKS MAY BE REQUIRED TO BE REMOVED AND REPLACED PER CITY STANDARD SITE PLAN NOTES: SITE KEYNOTE N.T.S.1 MAILBOX DETAIL EXISTING BUILDING TO BE DEMOLISHED 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" 9/18/2023 1:23:13 PM A-1.2 Checker SURVEY 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - N SCALE: 3/16" = 1'-0" SURVEY N 2N D A V E UNIT 1 UNIT 2 UNIT 3 NORTH ELEVATION SOUTH ELEVATION WES T E L E V A T I O N EA S T E L E V A T I O N 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 HEAT PUMP / 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 SEE PLAN AND ENERGY REPORT FOR MIN. CFM. 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 504.2.1 & 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 (min 50 cfm) 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 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) SEE SHEET (FIRE/SOUND WALL PLAN) FOR ALL FIRE RATED WALL AND CEILING 1 HOUR RATED CEILING 4 A-5.2 UNIT 1 43 ' - 6 " 12' - 0" 20' - 0" 2-CAR GARAGE 2-CAR GARAGE BEDRM 1 BEDRM 1 CLOSET BATH 1 UNIT 2 OPEN SPACE UNIT 2 23 ' - 8 " 2-CAR GARAGE 20 ' - 1 1 " 5' - 6 " 8' - 6" COVERED CARPORT GUEST PARKING #2 BATH 1 UNIT 1 OPEN SPACE 5' - 10" 20' - 0" 39 ' - 0 " 12' - 0"15' - 2"6' - 2"32' - 2" 11'6" MIN. 11' - 6"21' - 0" 6' - 0 " 21 ' - 2 " 2' - 0 " 3' - 0 " GA R A G E E N C R O A C H M E N T 4' - 0 " GA R A G E E N C R O A C H M E N T 4' - 0 " 3' - 0 " 11 ' - 6 1 / 4 " 8' - 8 " 2' - 0 " 10 ' - 8 " 2' - 0 " 7' - 5 " 2' - 0 " 7' - 5 " 2' - 0 " 3' - 1 0 " 10 ' - 8 " 10' - 0" 117 2' - 6"x 7' - 0" SGL 119 6' - 0"x 7' - 0" SL 10 ' - 0 " 4' - 6"7' - 6" 98' - 0" 7' - 11"5' - 7"4' - 6" COVERED CARPORTGUEST PARKING #1 3' - 0" 41 6' - 0" x 4' - 0" SLSILL AT 3' - 0" E 101 16' - 0"x 7' - 0" GARAGE DR 1112' - 8"x 7' - 0" SGL. 108 2' - 8"x 7' - 0" SGL. 1092' - 8"x 7' - 0" SGL. 10 2 16' - 0 " x 7 ' - 0 " G A R A G E D R 103 16' - 0"x 7' - 0" GARAGE DR 110 2' - 8"x 7' - 0" SGL. 118 2' - 6"x 7' - 0" SGL 1043' - 0"x 7' - 0" ENTRY 1122' - 8"x 7' - 0" SGL. 113 2' - 8"x 7' - 0" SGL. 1053' - 0"x 7' - 0" ENTRY 107 2' - 0"x 7' - 0" FX TG 1218' - 0"x 7' - 0" SL TG 120 5' - 0"x 7' - 0" SL 122 5' - 0"x 7' - 0" DBL 106 3' - 0"x 7' - 0" ENTRY GA R A G E E N C R O A C H M E N T 3' - 1 1 3 / 4 " 21' - 0"55' - 5"21' - 7" 40' - 0"3' - 11"11' - 6" 12 ' - 8 " 20 ' - 1 0 1 / 4 " UP 98' - 0" 13 ' - 8 " 4' - 4 " 21 ' - 0 " UP 11'6" MIN 11' - 6" 12 ' - 0 " 2' - 1 0 " 4' - 0 " 6' - 6 " 12' - 6" 6' - 0 1 / 4 " 20 ' - 0 " TRASHBIN TRASH BIN TRASHBIN TRASHBIN TRASH BIN TRASH BIN TRASH BIN 10' - 0"10 ' - 0 " 2nd Floor Line 4' - 0 " 2nd Floor Line 2nd Floor Line 4' - 0" 4' - 0" 2nd Floor Line 3rd Floor Line 2nd Floor Line 3rd Floor Line 3rd Floor Line 4' - 0 " 4' - 0 " 1/2" SD SD SD SDCM CM 16 16 2 6 6 6 1314 15 13 14 5 A-5.2 1 A-5.1 2 A-5.1 6 A-5.2 1/2 " 13 ' - 1 0 " 115 2' - 8"x 7' - 0" SGL. D W 36 4' - 0" x 4' - 0" SLSILL AT 3' - 0" 114 2' - 8"x 7' - 0" SGL. 116 2' - 8"x 7' - 0" SGL. 08 2' - 0" x 2' - 0" AWSILL AT 5' - 0" F 10 ' - 9 " 2' - 5 " 4' - 1 1 " 4' - 0"20' - 10"20' - 4"6' - 6"2' - 4"10' - 5"1' - 1" 6' - 0 " 4' - 1 0 " 7' - 0 " 3' - 1 0 " 3' - 9"3' - 8"1' - 1" 26 5' - 0" x 6' - 0" 2XCS O/FXSILL AT 1' - 0" TG,E 2' - 3" 6' - 0 " 2' - 0 " 3' - 4 " 2' - 8 " 2' - 8 " 4' - 0 " 3' - 9 " 3' - 8 " 5' - 8 " 5' - 9 " 6' - 3"10' - 4"4' - 5"11' - 6"6' - 2 3/4"18' - 7 1/4"7' - 4"6' - 2"2' - 10 1/2"12' - 3 1/2"4' - 4"7' - 8" 13 ' - 8 " 2' - 2 " 2' - 2 " 5' - 1 0 " 15 ' - 2 " 7' - 1 1 1 / 2 " 15 ' - 8 1 / 2 " 2' - 6 " 4' - 4 " 3rd Floor Line 3rd Floor Line 3rd Floor Line 7' - 6" 22 ' - 2 " ( i n t . c l r ) 20' - 1" (clr)20' - 0" (clr.) 1'- 3 " 1'-3 " 1'-3" 7' - 3"6' - 0"8' - 4" 1/2 " 21 2 2 9 3 A-5.2 TRASH BIN UNIT 3 OPEN SPACE TRASHBIN 11 HEAT PUMP HEAT PUMP HEAT PUMP 36" MIN ABOVE 1ST FLR LEVEL 36" MIN ABOVE 1ST FLR LEVEL 20 ' - 0 " - 5' - 0" x 6' - 0" 2XCS O/FXSILL AT 1' - 0" TG 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 9/18/2023 1:23:18 PM A-2.1 - 1ST FLOOR PLAN 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - N.T.S. BUILDING LEGEND N SCALE: 1/4" = 1'-0" 1ST FLOOR PLAN N 2N D A V E UNIT 1 UNIT 2 UNIT 3 NORTH ELEVATION SOUTH ELEVATION WE S T E L E V A T I O N EA S T E L E V A T I O N 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 HEAT PUMP / 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 SEE PLAN AND ENERGY REPORT FOR MIN. CFM. 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 504.2.1 & 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 (min 50 cfm) 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 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) SEE SHEET (FIRE/SOUND WALL PLAN) FOR ALL FIRE RATED WALL AND CEILING 1 HOUR RATED CEILING 4 A-5.2 BEDROOM #2 LIVING RM DINING RM 32 ' - 0 " 3' - 0 " BEDROOM #1 25' - 0"47' - 5"25' - 7" DINING RM LIVING RM KITCHEN CLOSET LA U N D R Y 7' - 6"39' - 11" KITCHEN 3' - 8"7' - 10"11' - 7" 11' - 6"13' - 5" 11' - 7" 21' - 10"6' - 2"35' - 6"4' - 10"14' - 8"13' - 0" 2' - 0 " 35 ' - 0 " 10 ' - 0 1 / 4 " BEDROOM #2 10' - 6" 9' - 1 0 " 3' - 11" 6' - 1 1 " 25' - 1" 3' - 1 0 " 10 ' - 1 0 " CLOSET BATH 2 19 ' - 1 0 " DINING RM LIVING RM KITCHEN BATH 1 17 2' - 6" x 4' - 6" CSSILL AT 3' - 6" E 203 2' - 8"x 8' - 0" PD 204 2' - 6"x 8' - 0" SGL. 209 2' - 8"x 8' - 0" SGL. 212 12' - 0"x 8' - 0" SL TG 22 2' - 0" x 4' - 6" FXSILL AT 8' - 6" 205 2' - 8"x 8' - 0" SGL. 37 5' - 0" x 4' - 6" SL SILL AT 3' - 6" E 27 6' - 0" x 7' - 0" 2X FXSILL AT 1' - 0" TG 206 2' - 6"x 8' - 0" SGL. 210 2' - 8"x 8' - 0" SGL. 210 5' - 0"x 8' - 0" SL 33 4' - 0" x 4' - 6" SLSILL AT 3' - 6" 207 2' - 6"x 8' - 0" SGL. 20 1 3' - 0 " x 8 ' - 0 " D B L 38 5' - 0" x 4' - 6" SLSILL AT 3' - 6" TG,E 03 2' - 0" x 2' - 0" AWSILL AT 6' - 0" 35 4' - 0" x 4' - 6" SLSILL AT 3' - 6" 4' - 0" 05 2' - 0" x 2' - 0" AWSILL AT 6' - 0" UP DN 24' - 6" 25 4' - 0" x 2' - 0" FXSILL AT 6' - 0" T 15' - 0" 22 ' - 8 " UP 11' - 0" 11 ' - 3 " 7' - 6 " D W 32 3' - 0" x 6' - 6" CS O/FXSILL AT 1' - 6" TG DN UP 11' - 4" 2' - 0" 98' - 0" 4' - 0" 4' - 0 " 1st FLR LINE 2' - 0 " 3' - 6 " 2' - 0 " 2' - 6" 3' - 6" 18 2' - 6" x 4' - 6" CSSILL AT 3' - 6" 1' - 0 " FCU DN 16 2' - 6" x 4' - 6" CSSILL AT 3' - 6" TG MECH. RM. FAN COIL UNIT MECH. RM. 33 ' - 6 " 25' - 7" 2' - 6" 12 ' - 8 " 20 ' - 1 0 " 2' - 0 " 1' - 6" 1' - 6"9 16 16 14 13 16 14 13 16 16 16 SDCM SD SD SD SD CM SD CM SD CM 9 9 5 A-5.2 1 A-5.1 2 A-5.1 6 A-5.2 28 9' - 0" x 6' - 6" 3xCS O/FXSILL AT 1' - 6" TG 29 9' - 0" x 6' - 6" 3xCS O/FXSILL AT 1' - 6" TG 30 9' - 0" x 6' - 6" 3xCS O/FXSILL AT 1' - 6" TG 31 9' - 0" x 6' - 6" 3xCS O/FXSILL AT 1' - 6" TG 43 6' - 0" x 4' - 6" SLSILL AT 3' - 6" T 10 ' - 0 " 4' - 11" 10 ' - 1 0 " 9' - 1 0 " 1' - 6"2' - 0" 6' - 0 " 3' - 9 " 22 ' - 3 " 5' - 8"7' - 5"3' - 6"3' - 11"6' - 8"5' - 4"1' - 6"6' - 0"8' - 11"5' - 5"6' - 2"8' - 10 1/2"9' - 10 1/2"5' - 9"4' - 2"6' - 10"4' - 5 1 / 2 " 11 ' - 9 3 / 4 " 9' - 1 1 3 / 4 " 5' - 9 " 11 ' - 9 " 7' - 1 1 " CL O S E T 3' - 10"4' - 3" 5' - 6 " 1' - 5 " 3' - 1 1 " 2' - 6 " 10 ' - 5 " 6' - 4 " 6' - 4 " 10 ' - 5 " 1' - 11"2' - 6"4' - 6 1/2"13' - 3 1/4"8' - 10 1/4"6' - 5 1/2"2' - 4 1/4"7' - 6"5' - 0"20' - 7" 5' - 1 1 " 20 ' - 8 " 9' - 6"4' - 2"2' - 9"4' - 1" 11 ' - 1 1 " 4' - 0 " 7' - 9 " 11 ' - 1 1 " 7' - 8"5' - 4"11' - 5"3' - 3"4' - 10"3' - 8"24' - 11"6' - 11"3' - 4"2' - 10"9' - 9"12' - 1" 2023' - 0"x 8' - 0" DBL 5' - 6 " 8' - 2 " 7' - 6 " 13 ' - 1 0 " 3' - 2"1' - 5"2' - 8"1' - 8" C01 C02 4' - 4"5' - 6" 3' - 0"3' - 0" 5' - 0 " 3' - 0 " 3' - 0 " 1' - 0"3' - 6"7' - 6"3' - 6" 16' - 9"2' - 0" 2' - 0"4' - 1"3' - 4"4' - 1"3' - 4"4"3' - 4"2' - 3"2' - 9"2' - 0" 7' - 1 0 " 2' - 0 " 5' - 5"7' - 6" 3' - 4 " OPTION 1 W/D 208 2' - 8"x 8' - 0" SGL. 21 BAR 12' - 0" 2' - 0 " 3RD FLR LINE 13 ' - 4 " 5' - 6 " 3' - 0 " 2' - 0 "3' - 0"1' - 11"2' - 7"1' - 3" 6' - 1 " 3' - 8 " 1'-7 " 1'- 3 " ø 2 ' - 6 " 21 42"HT LOW WALL AT BALCONYSEE ELEVATION 5 5 5 5 9 9 3 A-5.2 11' - 1" 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 9/18/2023 1:23:23 PM A-2.2 Checker 2ND FLOOR PLAN 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - N N.T.S. BUILDING LEGEND SCALE: 1/4" = 1'-0" 2ND FLOOR PLAN N 2N D A V E UNIT 1 UNIT 2 UNIT 3 NORTH ELEVATION SOUTH ELEVATION WE S T E L E V A T I O N EA S T E L E V A T I O N 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 HEAT PUMP / 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 SEE PLAN AND ENERGY REPORT FOR MIN. CFM. 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 504.2.1 & 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 (min 50 cfm) 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 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) SEE SHEET (FIRE/SOUND WALL PLAN) FOR ALL FIRE RATED WALL AND CEILING 1 HOUR RATED CEILING 4 A-5.2 BEDROOM #3 BEDROOM #4 CLOSET BATH #4 BEDROOM #2 CLOSET 10' - 6" 27 ' - 6 " 3' - 0 " 29' - 6"35' - 6"27' - 0" 14 ' - 2 " 7' - 3 " 2' - 6 " 2' - 1 1 " 11' - 0" 4' - 0 " 3' - 0 " 3' - 0 " 3' - 0" 3' - 0 " 3' - 0 " 4' - 0 " 3' - 0 " 11' - 6"3' - 11"31' - 7"8' - 5"18' - 7" 7' - 7" 5' - 1 1 " 5' - 5" FCU BATH #3 CLOSET 8' - 2"5' - 6" DN 9' - 11" 12 ' - 9 " BEDROOM #3 11 ' - 5 " CLOSET BEDROOM #4 BEDROOM #3 4' - 4" 302 3' - 0"x 8' - 0" SGL 303 2' - 6"x 8' - 0" SGL. 01 2' - 0" x 2' - 0" AWSILL AT 6' - 0" TG 304 2' - 8"x 8' - 0" SGL. 02 2' - 0" x 2' - 0" AWSILL AT 6' - 0" 3053' - 0"x 8' - 0" DBL 306 2' - 6"x 8' - 0" SGL. 307 3' - 0"x 8' - 0" SGL 308 2' - 8"x 8' - 0" SGL. 309 3' - 0"x 8' - 0" SGL 310 2' - 6"x 8' - 0" SGL. 11 2' - 6" x 2' - 6" AWSILL AT 5' - 6" 34 4' - 0" x 4' - 6" SLSILL AT 3' - 6" TG,E 04 2' - 0" x 2' - 0" AWSILL AT 6' - 0" T23 2' - 0" x 4' - 6" FXSILL AT 3' - 6" 318 6' - 0"x 8' - 0" SL 311 2' - 8"x 8' - 0" SGL.24 3' - 0" x 3' - 0" FXSILL AT 5' - 0" 13 3' - 0" x 3' - 0" AWSILL AT 5' - 0" 21 2' - 0" x 4' - 0" CSSILL AT 4' - 0" 13 ' - 0 " 1st FLOOR LINE 1st FLOOR LINE10 ' - 0 " 4' - 0 " 2' - 0 " 1st FLOOR LINE 1st FLR LINE 4' - 0 " 6' - 0 1 / 4 " 10 ' - 0 1 / 4 " 3' - 0" 1s t F L O O R L I N E 1st FLOOR LINE 1' - 0 " DN OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW BATH #3 BATH #4 BATH CLOSET 3' - 0" 3' - 0" 5' - 5" 313 2' - 6"x 8' - 0" SGL.312 2' - 6"x 8' - 0" SGL. 14 ' - 2 " 12' - 4" 3' - 6 1/2" 5' - 0 " CLOSETBATH #3 15 2' - 6" x 4' - 6" CSSILL AT 3' - 6" E 06 2' - 0" x 2' - 0" AW SILL AT 6' - 0" 39 5' - 0" x 4' - 6" SLSILL AT 3' - 6" E 12 3' - 0" x 2' - 6" AWSILL AT 5' - 6" 7' - 11" 14 2' - 6" x 4' - 6" CSSILL AT 3' - 6" 20 2' - 6" x 4' - 6" CSSILL AT 3' - 6" E 07 2' - 0" x 2' - 0" AWSILL AT 6' - 0" DN 7' - 1 0 " 13' - 1" 4' - 0 " 4' - 6 " 12' - 7"11' - 8"6' - 2"22' - 1" 2ND FLOOR LINE 1s t F L O O R L I N E 1s t F L O O R L I N E 14 13 1413 16 14 13 16 SD CM SD CM SD CM SD SD SD SD SD SD 16 16 16 16 14 13 19 19 19 6' - 7" 10 ' - 7 " 5' - 1 " 5' - 11" 316 2' - 6"x 8' - 0" SGL. 4' - 0 " 3' - 0 " 42 6' - 0" x 4' - 6" SLSILL AT 3' - 6" TG,E 40 5' - 0" x 4' - 6" SLSILL AT 3' - 6" E 2' - 8" 14 13 5 A-5.2 1 A-5.1 2 A-5.1 6 A-5.2 FCU 31 5 2' - 6 " x 8 ' - 0 " S G L . 10 2' - 0" x 2' - 0" AWSILL AT 6' - 0" T09 2' - 0" x 2' - 0" AWSILL AT 6' - 0" TG 314 2' - 6"x 8' - 0" SGL. 317 2' - 6"x 8' - 0" SGL. 319 8' - 0"x 8' - 0" SL 301 3' - 0"x 8' - 0" DBL 314 2' - 6"x 8' - 0" SGL. 9' - 6"5' - 6" 9' - 2 " 4' - 3 " 15 ' - 1 " 3' - 6 " 1' - 0 " 1' - 6 " 12' - 10"6' - 3"14' - 8" 7' - 5"5' - 6"13' - 11" 9' - 0 " 3' - 1 1 " 7' - 5 " 11 ' - 8 " 11' - 0" 8' - 6" 1' - 0 " 4' - 2 1/2" 7' - 0"32' - 6" 3' - 1"13' - 2"5' - 1"6' - 3" 3' - 11" 4' - 0 " 15 ' - 8 " 5' - 5 " 5' - 1 1 " 3' - 4 " 7' - 6 1 / 2 " 16 ' - 7 1 / 2 " 8' - 3"4' - 8 1/2"13' - 0 1/4"3' - 6 1/4"10' - 0"3' - 3"18' - 10"3' - 5"2' - 9"1' - 11 1/4"9' - 8 3/4"1' - 5 1/2"11' - 1 1/2" OPTION 2 MIN 2' - 0 " C03 2' - 6"x 7' - 0" SGL MIN 2' - 0 " 1' - 0 " 4' - 10"5' - 10"4' - 4" 10 ' - 7 " 2' - 9 " 13 ' - 4 " 3' - 0 " 2' - 5 " 8' - 5 " 10 ' - 1 0 " 4' - 1"7' - 8"4' - 6 1/2"9' - 2"5' - 8 1/2"3' - 7 1/2"5' - 2 1/2"1' - 9"13' - 8"11' - 10"6' - 9" 2ND FLOOR LINE 4' - 8" 1'- 3 " 1'-6 " 1'-3"1'-3" 1'-5" 19 2' - 6" x 4' - 6" CSSILL AT 3' - 6" T 15' - 0"3' - 0"15' - 5"40' - 0"18' - 7" 13 ' - 9 " 5 13 AD-2 13 AD-2 13 AD-2 3 A-5.2 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 9/18/2023 1:23:28 PM A-2.3 Checker 3RD FLOOR PLAN 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - N SCALE: 1/4" = 1'-0" 3RD FLOOR PLAN 3:12 3:1 2 3: 1 2 3: 1 2 3:1 2 3:12 3:12 3: 1 2 1' - 0 " 1' - 0 " 1' - 6 " 1' - 6" 6:12 6:12 6:12 3:1 2 3:12 3:12 3:12 3: 1 2 6:12 6:12 3:1 2 6:12 3: 1 2 3: 1 2 2nd FLOOR LINE 3rd FLOOR LINE 1st / 2nd FLOOR LINE 3rd FLOOR LINE 2nd FLOOR LINE 1st FLOOR LINE 2nd / 3rd FLOOR LINE 4' - 0 " 1' - 6 " 1' - 6" 1' - 6" 1' - 6" 1' - 0" 1' - 6 " 1' - 0 " 1' - 6 " 3rd FLOOR LINE 1st FLOOR LINE 1st FLOOR LINE 4' - 0" 3' - 0" 3' - 0" 1st FLOOR LINE 1st FLOOR LINE 2nd / 3rd FLOOR LINE 2nd / 3rd FLOOR LINE 6:1 2 6:1 2 4' - 0 " 1st FLOOR LINE 2nd / 3rd FLOOR LINE 1' - 0 " 1' - 6" 1st FLOOR LINE 3rd FLOOR LINE 2nd FLOOR LINE 3rd FLOOR LINE 1st / 2nd FLOOR LINE 3' - 0 " 3' - 0" 6:126:12 1st FLOOR LINE 2nd/3rd FLOOR LINE 1st FLOOR LINE1st FLOOR LINE 3rd FLOOR LINE 2nd FLOOR LINE 3' - 0 " 3:1 2 3:12 6:1 2 6: 1 2 6:1 2 3:1 2 5' - 0"5' - 0"5' - 0"5' - 0" 5' - 0" 1' - 6 " DWELLING SEPARATION WALL @ 3RD FLRDWELLING SEPARATION WALL @ 3RD FLR SOLAR PANELSEPT, PERMIT REQ'D SOLAR PANEL SEPT, PERMIT REQ'D SOLAR PANELSEPT, PERMIT REQ'D 3rd FLOOR LINE 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" 9/18/2023 1:23:32 PM A-2.4 Checker ROOF PLAN 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - TOTAL SQUARE FEET OF ATTIC SPACE TO BE VENTILATED= 2125 SF REQUIRED:VENTILATION AREA= 2125 SF/ 150= 14.16 SF CONVERT SF TO S.I.= 14.16X144= 2040 S.I. REQUIRED: 2040 S.I. PROVIDED:21- O'HAGIN 'FLAT MODEL' VENT @ 98.75S.I. EA. = 2073.75 S.I. TOTAL VENTILATION: 2073.75 > 2040 REQUIRED ATTIC VENTILATION CALCULATION • ROOF SHINGLE, REPORT NUMBER: UL ER21-01 TIMBERLINE NS SHINGLE , COLOR: CHARCOAL ROOF ASSEMBLY SHALL BE LISTED BY AN APPROVED TESTING AGENCY 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. 6. 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 DOUBLE UNDERLYMENT REQUIRED @ 3"/12" SLOPE N SCALE: 1/4" = 1'-0" ROOF PLAN 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 HEATERTWH 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 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 (min 50cfm) 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; andFor 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; and Shall not contain screw base sockets; andShall 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 switch Outdoor 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 ballastsPulse-start metal halide lamps High pressure sodium lampsGu-24 sockets rated for led lamps Gu-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 ja8 Luminaire housings rated by manufacturer for use w/ only led light enginesInduction 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 criteriaUpper terminal cleanouts are required for all horizontal drainage piping servicing sinks and urinalsStand 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 fan The 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 FLOORPROVIDE 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 SEE PLAN AND ENERGY REPORT FOR 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 OBSTRUCTION CATEGORY 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 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 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) UNIT 1 2-CAR GARAGE 2-CAR GARAGE BEDRM 1 BEDRM 1 CLOSET BATH 1 UNIT 2 2-CAR GARAGE COVERED CARPORT GUEST PARKING #2 BATH 1 COVERED CARPORTGUEST PARKING #1 UP UP TRASHBIN TRASHBIN TRASHBIN TRASHBIN 2nd Floor Line2nd Floor Line 2nd Floor Line 2nd Floor Line 3rd Floor Line 2nd Floor Line 3rd Floor Line 3rd Floor Line SD SD SD SD CM HE SSVS WP SVSS SVS A A A A AA SV S A/G A/G G GF I G G G G G G G EV G SS V EV GG HE,PC HE,PCHE,PC HE,PC HE , P C HE,PC HEHE G GF I HE HE GGFI HE SVSGEV GG G G WP A A A A A A S SSS V SS3D S3D AG/WP DR SS S TO SWITCH AT 2ND FLR S S S TO SWITCHAT 2ND FLR SS G/WP G/W P DR DR G/WPG/WP G/WP G/WPG/WP A HB 16 HB HB S S3D HE S v HE Sv G/WP G/ W P S G/WP TO LIGHT/SWITCH@ 2ND FLR HE , P C HE , P C HE,PC HE,PC 220V 220V 22 0 V CommonCommon Common Common Common Common G G G SV Common Common HE , P C HE , P C S G S3 CL O S E T CM G A AA 9 22 0 DI S C O N N E C T 22 0 DIS C O N N E C T 22 0 DIS C O N N E C T TRASH BIN TRASH BIN 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" 9/18/2023 1:23:37 PM A-3.1 Checker 1ST FLOOR UTILITY PLAN 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" 1ST FLOOR UTILITY PLANN 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 HEATERTWH 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 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 (min 50cfm) 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; and Be 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; andFor 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 switch Outdoor outlets with W.P. & GFI to be provided at rear entrance to each unitAttice 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 garageLight 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) CECAll 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 lamps Luminaires using led light sources which have been certified to the commission as high efficacy in accordance with reference joint appendix ja8 Luminaire housings rated by manufacturer for use w/ only led light enginesInduction 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 trap Trap 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 structureStand 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 FLOORPROVIDE 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 SEE PLAN AND ENERGY REPORT FOR 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 OBSTRUCTION CATEGORY 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 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 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 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) BEDROOM #2 LIVING RM DINING RM BEDROOM #1 DINING RM LIVING RM KITCHEN CLOSET LA U N D R Y KITCHEN BEDROOM #2 CLOSET BATH 2 DINING RM LIVING RM KITCHEN BATH 1UP DN UP BA R D W DN UP CL O S E T FAN COIL UNIT DN MECH. RM. FAN COIL UNIT MECH. RM. 9 WP SD A/G A/G A/G A/G A/G A/G A/G A A A A A A/G A/G G WP A/GA/GA/G A/G A/G A/G A/ G A A A A A A A A A A A SVSDS SDCM SD SD SD SD CM SD CM SD S3 S 3 A/GA/GU.C.220VA/G+80"A/G A/G U. C . 1 / 2 H O T A/ G A/ G SD S V SD S V A A A A AA S S3 WP S DSSV S 3 SS U.C.1/2HOT S3DS3 S3 S3S3D A A A A A A A A S 3 A A A A SSDSV G HE , P C G S3D A S3 S3DSD S TO LIGHT/ SWITCH @ 3RD FLR TO LIGHT/ SWITCH @ 1ST FLR TO LIGHT/ SWITCH @ 1ST FLR TO LIGHT/ SWITCH @ 3RD FLR TO LIGHT/ SWITCH @ 1ST FLR TO LIGHT/ SWITCH @ 3RD FLR 220V S U. C . 2 2 0 V SS U.C . 2 2 0 V G G G A/G A/G G A/G G SV S 3S3D S 3D W/D A/G A/G S A A/G 22 0 V A/G A/ G 4' - 4"5' - 6" 5' - 6 " 2' - 0" 2' - 0"3' - 6"5' - 6" 3' - 0 " 3' - 6 " 2' - 0 " 2' - 0 " 2' - 0"3' - 0"3' - 0" 5' - 0 " 3' - 0 " 2' - 0 " 9 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: 1/4" = 1'-0" 9/18/2023 1:23:41 PM A-3.2 Checker 2ND FLOOR UTILITY PLAN 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" 2ND FLOOR PLANN 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 HEATERTWH 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 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 (min 50cfm) 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; andFor 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; and Shall not contain screw base sockets; andShall 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 switch Outdoor 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 ballastsPulse-start metal halide lamps High pressure sodium lampsGu-24 sockets rated for led lamps Gu-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 ja8 Luminaire housings rated by manufacturer for use w/ only led light enginesInduction 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 criteriaUpper terminal cleanouts are required for all horizontal drainage piping servicing sinks and urinalsStand 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 fan The 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 AD2-19 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) 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOORPROVIDE 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 SEE PLAN AND ENERGY REPORT FOR 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 OBSTRUCTION CATEGORY 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 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 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) BEDROOM #3 BEDROOM #4 CLOSET BATH #4 BEDROOM #2 CLOSET BATH DN BEDROOM #3 CLOSET BEDROOM #4 BEDROOM #3 DN OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW BATH BATH BATH CLOSET CLOSETBATH DN WP WP WP WP WP A A A A AA G A A AA A A A A A A A A A A A G G G G G G G G SDSSV SV SVSDS WP SV SD S3D S3S SD S DSV S 16 16 SD CM SD CM SD CM SD SD SD SD 16 16 16 16 19 S V SD SSDSV SD A A A A A A A S SD S SV S A A A A S3 SD S D SV S VSDS TO SWITCH@ 2ND FLR TO LIGHT/SWITCH@ 2ND FLR SS 3 A TO LIGHT/SWITCH@ 2ND FLR S S FCU CLOSET SD 19 19 A FCU 220V 220V A 94CFM 82CFM 92CFM 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" 9/18/2023 1:23:46 PM A-3.3 Checker 3RD FLOOR UTILITY PLAN 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" 3RD FLOOR PLANN N 2N D A V E UNIT 1 UNIT 2 UNIT 3 NORTH ELEVATION SOUTH ELEVATION WES T E L E V A T I O N EA S T E L E V A T I O N 1st F.F.1st F.F. T.O.P.1T.O.P.1 2nd F.F.2nd F.F. T.O.P.2T.O.P.2 3rd F.F.3rd F.F. T.O.P.3T.O.P.3 BLDG PADBLDG PAD TOP OF ROOFTOP OF ROOF 33 ' - 0 " 3' - 6 " 9' - 6 " 1' - 2 " 9' - 0 " 1' - 2 " 8' - 0 " 8" 1 2 3 4 5 11 11 9 4 4 3215 5678 13 13 ' - 6 " 5 3 6:126:12 3:12 3:12 99 12 1 A-5.1 2 A-5.1 8' - 0 " 10 3 A-5.2 1st F.F.1st F.F. T.O.P.1T.O.P.1 2nd F.F.2nd F.F. T.O.P.2T.O.P.2 3rd F.F.3rd F.F. T.O.P.3T.O.P.3 BLDG PADBLDG PAD TOP OF ROOFTOP OF ROOF 2 3 1 3 57 21 5 3 6 7 8 5 12678 10114312344 5 12 11 7 10 5 A-5.2 6 A-5.2 3' - 6 " 9' - 6 " 1' - 2 " 9' - 0 " 1' - 2 " 8' - 0 " 8" 33 ' - 0 " 1st F.F.1st F.F. T.O.P.1T.O.P.1 2nd F.F.2nd F.F. T.O.P.2T.O.P.2 3rd F.F.3rd F.F. T.O.P.3T.O.P.3 BLDG PADBLDG PAD TOP OF ROOFTOP OF ROOF 3' - 6 " 9' - 6 " 1' - 2 " 9' - 0 " 1' - 2 " 8' - 0 " 8" 33 ' - 0 " 6 7 8 1 2 6 7 13 3 4 3 4' - 0" 2 A-5.1 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 9/18/2023 1:23:55 PM A-4.1 Checker ELEVATIONS 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - N.T.S. BUILDING LEGEND EXTERIOR FINISH SCHEDULE 1.•2.•3.•••4.• 5. • 6.•7.••8.• CEMENT PLASTER - LIGHT GREY (LA HABRA STUCCO)FINISH: SAND STUCCO FINISH, COLOR: X-50 CRYSTAL WHITECEMENT PLASTER - LIGHT GREY (LA HABRA STUCCO)FINISH: SAND STUCCO FINISH, COLOR: X-50 CRYSTAL WHITEEXTERIOR WINDOWS (MILGARD WINDOWS)COLLECTION: TUSCANY VINYLCOLOR: BLACK ALL WINDOWS TO BE RECESSED BY MIN. 2" FROM EX. WALLWOOD TRIM PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN- EDWARDS)WOODWORK / DECORATIVE GABLE VENT / DECORATIVE WOOD BRACKETPAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)ROOF SHINGLE (GAF)TIMBERLINE NS SHINGLE , COLOR: CHARCOALFASCIA BOARD (MILLWORK BY OTHERS)2x4 FASCIA BOARD, PAINTED COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)CROWN MOULDING (LA HABRA STUCCO)STUCCOED, COLOR: X-50 CRYSTAL WHITE 9.• 10.••11. •12.•• 13.•14.•15.•16.• WOODWORK AT COLUMN (MILLWORK BY OTHERS)PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)EXTERIOR LIGHTING (QUOIZEL LIGHTING)COLLECTION, MARINE, COLOR: BRONZEDOWNWARD FACING LIGHT AT SIDE FACINGBRICK VENEER (BORAL BRICK) COLLECTION: MERIDIAN, COLOR: OLD BAILEYFIBER-CEMENT SIDING (JAMES HARDIE SIDING)LAPSIDING WITH 4" REVEALPAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)GARAGE DOOR (AMARR GARAGE DOOR)LINCOLN COLLECTION, COLOR: WHITEDOWNSPOUT / LEADERHEAD / RAIN GUTTERCOLOR-COATED ALUMINUM, COLOR: WHITERAILING AT BALCONYGLASS WITH BLACK IRON VINYL FENCING / GATEPAINTED, WHITE SCALE: 1/4" = 1'-0" EAST ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" PARTIAL EAST ELEVATION N 2N D A V E UNIT 1 UNIT 2 UNIT 3 NORTH ELEVATION SOUTH ELEVATION WE S T E L E V A T I O N EA S T E L E V A T I O N 1st F.F.1st F.F. T.O.P.1T.O.P.1 2nd F.F.2nd F.F. T.O.P.2T.O.P.2 3rd F.F.3rd F.F. T.O.P.3T.O.P.3 BLDG PADBLDG PAD TOP OF ROOFTOP OF ROOF 33 ' - 0 " 8" 8' - 0 " 1' - 2 " 9' - 0 " 1' - 2 " 9' - 6 " 3' - 6 " 12 4 5 2 2 13 1 10 13 1057 3 13678678 1' - 6" 2 6 7 6 7 8 5 A-5.2 6 A-5.2 1st F.F.1st F.F. T.O.P.1T.O.P.1 2nd F.F.2nd F.F. T.O.P.2T.O.P.2 3rd F.F.3rd F.F. T.O.P.3T.O.P.3 BLDG PADBLDG PAD TOP OF ROOFTOP OF ROOF 33 ' - 0 " 8" 8' - 0 " 1' - 2 " 9' - 0 " 1' - 2 " 9' - 6 " 3' - 6 " 6 7 8 3 1 6 7 1 10434 1 3:12 6 1 A-5.1 2 A-5.1 3 A-5.2 1st F.F.1st F.F. T.O.P.1T.O.P.1 2nd F.F.2nd F.F. T.O.P.2T.O.P.2 3rd F.F.3rd F.F. T.O.P.3T.O.P.3 BLDG PADBLDG PAD TOP OF ROOFTOP OF ROOF 8" 8' - 0 " 1' - 2 " 9' - 0 " 1' - 2 " 9' - 6 " 3' - 6 " 33 ' - 0 " 3 2 4 4 1 5 1 6 7 8 4 3 6:12 3:12 2 A-5.1 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 9/18/2023 1:24:05 PM A-4.2 Checker ELEVATIONS 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - N.T.S. BUILDING LEGEND SCALE: 1/4" = 1'-0" NORTH ELEVATION SCALE: 1/4" = 1'-0" WEST ELEVATION SCALE: 1/4" = 1'-0" PARTIAL WEST ELEVATION EXTERIOR FINISH SCHEDULE 1.•2.•3.•• •4.• 5. • 6.•7.••8.• CEMENT PLASTER - LIGHT GREY (LA HABRA STUCCO)FINISH: SAND STUCCO FINISH, COLOR: X-50 CRYSTAL WHITECEMENT PLASTER - LIGHT GREY (LA HABRA STUCCO)FINISH: SAND STUCCO FINISH, COLOR: X-50 CRYSTAL WHITEEXTERIOR WINDOWS (MILGARD WINDOWS)COLLECTION: TUSCANY VINYLCOLOR: BLACK ALL WINDOWS TO BE RECESSED BY MIN. 2" FROM EX. WALLWOOD TRIM PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)WOODWORK / DECORATIVE GABLE VENT / DECORATIVE WOOD BRACKET PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)ROOF SHINGLE (GAF)TIMBERLINE NS SHINGLE , COLOR: CHARCOALFASCIA BOARD (MILLWORK BY OTHERS)2x4 FASCIA BOARD, PAINTED COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)CROWN MOULDING (LA HABRA STUCCO)STUCCOED, COLOR: X-50 CRYSTAL WHITE 9.• 10.••11.•12.• • 13.•14.•15.•16.• WOODWORK AT COLUMN (MILLWORK BY OTHERS)PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)EXTERIOR LIGHTING (QUOIZEL LIGHTING)COLLECTION, MARINE, COLOR: BRONZEDOWNWARD FACING LIGHT AT SIDE FACINGBRICK VENEER (BORAL BRICK)COLLECTION: MERIDIAN, COLOR: OLD BAILEYFIBER-CEMENT SIDING (JAMES HARDIE SIDING)LAPSIDING WITH 4" REVEAL PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)GARAGE DOOR (AMARR GARAGE DOOR)LINCOLN COLLECTION, COLOR: WHITEDOWNSPOUT / LEADERHEAD / RAIN GUTTERCOLOR-COATED ALUMINUM, COLOR: WHITERAILING AT BALCONYGLASS WITH BLACK IRON VINYL FENCING / GATEPAINTED, WHITE 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 (QUALITY INSULATION INSTALLATION IS REQUIRED)(QUALITY INSULATION INSTALLATION IS REQUIRED) SECTION KEYNOTES # 1st F.F.1st F.F. T.O.P.1T.O.P.1 2nd F.F.2nd F.F. T.O.P.2T.O.P.2 3rd F.F.3rd F.F. T.O.P.3T.O.P.3 BLDG PADBLDG PAD 4 A-5.2 TOP OF ROOFTOP OF ROOF 5 A-5.2 6 A-5.2 UNIT 1UNIT 2UNIT 3 8" 8' - 0 " 1' - 2 " 9' - 0 " 1' - 2 " 9' - 6 " 3' - 6 " 9' - 6 " 9' - 0 " 8' - 0 " AD-11 AD-11 AD-47 TYP AD-4 9 AD-45 TYP 33 ' - 0 " BEDROOM #1 BEDROOM #2 1' - 0" COVERED CARPORT BEDROOM #3 BEDROOM #2 BEDROOM #3 BEDROOM #3 BEDROOM #2KITCHEN LIVING RM 2- CAR GARAGE 2- CAR GARAGE BATH #3BATH #3 AD-46 TYP 2 AD-4 TYP R-30 R-19 1st F.F.1st F.F. T.O.P.1T.O.P.1 2nd F.F.2nd F.F. T.O.P.2T.O.P.2 3rd F.F.3rd F.F. T.O.P.3T.O.P.3 BLDG PADBLDG PAD 4 A-5.2 TOP OF ROOFTOP OF ROOF 5 A-5.2 6 A-5.2 8' - 0 " 1' - 2 " 9' - 0 " 1' - 2 " 9' - 6 " 3' - 6 " 8" 33 ' - 0 " BEDROOM #4 BATH#4BATH #4CLOSET 2-CAR GARAGECOVERED CARPORT AD-11 2 AD-4 TYP R-30 R-19 R-19 R-19 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" 9/18/2023 1:24:11 PM A-5.1 Checker SECTIONS 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" Section 1 SCALE: 1/4" = 1'-0" Section 2 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 (QUALITY INSULATION INSTALLATION IS REQUIRED)(QUALITY INSULATION INSTALLATION IS REQUIRED) SECTION KEYNOTES # 1st F.F.1st F.F. T.O.P.1T.O.P.1 2nd F.F.2nd F.F. T.O.P.2T.O.P.2 3rd F.F.3rd F.F. T.O.P.3T.O.P.3 BLDG PAD BLDG PAD 8' - 0 " 1' - 2 " 9' - 0 " 1' - 2 " 9' - 6 " TOP OF ROOFTOP OF ROOF 1 A-5.1 2 A-5.1 (V I F ) 3' - 6 " 3' - 6 " 8" 33 ' - 0 " 2-CAR GARAGE BATH #4 LIVING ROOM BEDROOM #1 UNIT 3 2 AD-4 TYP AD-1 1 CLOSET R-30 R-19 R-19 3 A-5.2 1st F.F.1st F.F. T.O.P.1T.O.P.1 2nd F.F.2nd F.F. T.O.P.2T.O.P.2 3rd F.F.3rd F.F. T.O.P.3T.O.P.3 BLDG PADBLDG PAD TOP OF ROOFTOP OF ROOF 1 A-5.1 2 A-5.1 8" 8' - 0 " 1' - 2 " 9' - 0 " 1' - 2 " 9' - 6 " 3' - 6 " 33 ' - 0 " 6' - 6 3 / 4 " UNIT 2 BEDROOM #1 BEDROOM #2 UNIT 2 R-30 R-19 3 A-5.2 1st F.F.1st F.F. T.O.P.1T.O.P.1 2nd F.F.2nd F.F. T.O.P.2T.O.P.2 3rd F.F.3rd F.F. T.O.P.3T.O.P.3 BLDG PADBLDG PAD TOP OF ROOFTOP OF ROOF 1 A-5.1 2 A-5.1 3' - 6 " 9' - 6 " 1' - 2 " 9' - 0 " 1' - 2 " 8' - 0 " 8" 33 ' - 0 " BEDROOM #3BATH #4 KITCHEN DINING COVERED CARPORTBATH #1LAUNDRY BEDROOM #2 UNIT 1 R-30 R-19 R-19 3 A-5.2 1st F.F.1st F.F. T.O.P.1T.O.P.1 2nd F.F.2nd F.F. T.O.P.2T.O.P.2 3rd F.F.3rd F.F. T.O.P.3T.O.P.3 BLDG PADBLDG PAD TOP OF ROOFTOP OF ROOF 7' - 7 1 / 2 " 8' - 4 " 9' - 6 " 33 ' - 0 " 8" 8' - 0 " 1' - 2 " 9' - 0 " 1' - 2 " 9' - 6 " 3' - 6 " 42 " M I N 3' - 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: 1/4" = 1'-0" 9/18/2023 1:24:16 PM A-5.2 Checker SECTIONS 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - SCALE: 1/4" = 1'-0" Section 4 SCALE: 1/4" = 1'-0" Section 5 SCALE: 1/4" = 1'-0" Section 6 SCALE: 1/4" = 1'-0" SECTION 3 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: 9/18/2023 1:24:20 PM A-6.1 Checker WINDOW / DOORS SCHEDULE 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - 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 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 TUSCANY VINYL WINDOW, COLOR: BLACK ALL WINDOWS TO BE RECESSED BY MIN. 2" FROM EX. WALL ALL WINDOWS AND GLASS DOOR WILL HAVE U-VALUE AND SHGC PER TITLE 24 Mark TYPE MARK LEVEL NO.ABBR.DOOR TYPE WIDTH HEIGHT U-VALUE T.G.SHGC 101 01 BLDG PAD 1 GARAGE DR GARAGE DR 16' - 0"7' - 0" 102 01 BLDG PAD 1 GARAGE DR GARAGE DR 16' - 0"7' - 0" 103 01 BLDG PAD 1 GARAGE DR GARAGE DR 16' - 0"7' - 0" 104 02 1st F.F.1 ENTRY ENTRY SINGLE PANEL 3' - 0"7' - 0" 105 02 1st F.F.1 ENTRY ENTRY SINGLE PANEL 3' - 0"7' - 0" 106 02 1st F.F.1 ENTRY ENTRY SINGLE PANEL 3' - 0"7' - 0" 107 03 1st F.F.1 FX SIDELITE 2' - 0"7' - 0"0.3 TG 0.23 108 04 1st F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 109 04 1st F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 110 04 1st F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 111 04 1st F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 112 04 1st F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 113 04 1st F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 114 04 1st F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 115 04 1st F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 116 04 1st F.F.1 SGL.SINGLE PANEL 2' - 8"7' - 0" 117 05 1st F.F.1 SGL SINGLE PANEL 2' - 6"7' - 0" 118 05 1st F.F.1 SGL SINGLE PANEL 2' - 6"7' - 0" 119 06 1st F.F.1 SL SLIDING DOORS 6' - 0"7' - 0" 120 07 1st F.F.1 SL SLIDING DOORS 5' - 0"7' - 0" 121 08 1st F.F.1 SL SLIDING PATIO DOOR (2 PANELS)8' - 0"7' - 0"0.3 TG 0.23 122 09 1st F.F.1 DBL DOUBLE PANEL 5' - 0"7' - 0" 201 10 2nd F.F.1 DBL DOUBLE PANEL 3' - 0"8' - 0" 202 10 2nd F.F.1 DBL DOUBLE PANEL 3' - 0"8' - 0" 203 11 2nd F.F.1 PD POCKET DOOR 2' - 8"8' - 0" 204 12 2nd F.F.1 SGL.SINGLE PANEL 2' - 6"8' - 0" 205 13 2nd F.F.1 SGL.SINGLE PANEL 2' - 8"8' - 0" 206 12 2nd F.F.1 SGL.SINGLE PANEL 2' - 6"8' - 0" 207 12 2nd F.F.1 SGL.SINGLE PANEL 2' - 6"8' - 0" 208 13 2nd F.F.1 SGL.SINGLE PANEL 2' - 8"8' - 0" 209 13 2nd F.F.1 SGL.SINGLE PANEL 2' - 8"8' - 0" 210 13 2nd F.F.1 SGL.SINGLE PANEL 2' - 8"8' - 0" 210 10 2nd F.F.1 SL SLIDING DOORS 5' - 0"8' - 0" 212 13 2nd F.F.1 SL SLIDING PATIO DOOR (4 PANELS)12' - 0"8' - 0"0.3 TG 0.23 C01 12 2nd F.F.1 SGL.SINGLE PANEL 2' - 6"8' - 0" C02 05 2nd F.F.1 SGL SINGLE PANEL 2' - 6"7' - 0" 301 10 3rd F.F.1 DBL DOUBLE PANEL 3' - 0"8' - 0" 302 14 3rd F.F.1 SGL SINGLE PANEL 3' - 0"8' - 0" 303 12 3rd F.F.1 SGL.SINGLE PANEL 2' - 6"8' - 0" 304 13 3rd F.F.1 SGL.SINGLE PANEL 2' - 8"8' - 0" 305 10 3rd F.F.1 DBL DOUBLE PANEL 3' - 0"8' - 0" 306 12 3rd F.F.1 SGL.SINGLE PANEL 2' - 6"8' - 0" 307 14 3rd F.F.1 SGL SINGLE PANEL 3' - 0"8' - 0" 308 13 3rd F.F.1 SGL.SINGLE PANEL 2' - 8"8' - 0" 309 14 3rd F.F.1 SGL SINGLE PANEL 3' - 0"8' - 0" 310 12 3rd F.F.1 SGL.SINGLE PANEL 2' - 6"8' - 0" 311 13 3rd F.F.1 SGL.SINGLE PANEL 2' - 8"8' - 0" 312 12 3rd F.F.1 SGL.SINGLE PANEL 2' - 6"8' - 0" 313 12 3rd F.F.1 SGL.SINGLE PANEL 2' - 6"8' - 0" 314 12 3rd F.F.1 SGL.SINGLE PANEL 2' - 6"8' - 0" 315 12 3rd F.F.1 SGL.SINGLE PANEL 2' - 6"8' - 0" 316 12 3rd F.F.1 SGL.SINGLE PANEL 2' - 6"8' - 0" 317 12 3rd F.F.1 SGL.SINGLE PANEL 2' - 6"8' - 0" 318 15 3rd F.F.1 SL SLIDING DOORS 6' - 0"8' - 0" 319 16 3rd F.F.1 SL SLIDING DOORS 8' - 0"8' - 0" C03 05 3rd F.F.1 SGL SINGLE PANEL 2' - 6"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"6' - 0"8' - 0"0.3 0.23 TG 02 A1 1 AW AWNING 2' - 0"2' - 0"6' - 0"8' - 0"0.3 0.23 03 A1 1 AW AWNING 2' - 0"2' - 0"6' - 0"8' - 0"0.3 0.23 04 A1 1 AW AWNING 2' - 0"2' - 0"6' - 0"8' - 0"0.3 0.23 T 05 A1 1 AW AWNING 2' - 0"2' - 0"6' - 0"8' - 0"0.3 0.23 06 A1 1 AW AWNING 2' - 0"2' - 0"6' - 0"8' - 0"0.3 0.23 07 A1 1 AW AWNING 2' - 0"2' - 0"6' - 0"8' - 0"0.3 0.23 08 A1 1 AW AWNING 2' - 0"2' - 0"5' - 0"7' - 0"0.3 0.23 F 09 A1 1 AW AWNING 2' - 0"2' - 0"6' - 0"8' - 0"0.3 0.23 TG 10 A1 1 AW AWNING 2' - 0"2' - 0"6' - 0"8' - 0"0.3 0.23 T 11 A2 1 AW AWNING 2' - 6"2' - 6"5' - 6"8' - 0"0.3 0.23 12 A3 1 AW AWNING 3' - 0"2' - 6"5' - 6"8' - 0"0.3 0.23 13 C6 1 AW AWNING 3' - 0"3' - 0"5' - 0"8' - 0"0.3 0.23 14 C1 1 CS CASEMENT 2' - 6"4' - 6"3' - 6"8' - 0"0.3 0.23 15 C1 1 CS CASEMENT 2' - 6"4' - 6"3' - 6"8' - 0"0.3 0.23 E 16 C1 1 CS CASEMENT 2' - 6"4' - 6"3' - 6"8' - 0"0.3 0.23 TG 17 C1 1 CS CASEMENT 2' - 6"4' - 6"3' - 6"8' - 0"0.3 0.23 E 18 C1 1 CS CASEMENT 2' - 6"4' - 6"3' - 6"8' - 0"0.3 0.23 19 C1 1 CS CASEMENT 2' - 6"4' - 6"3' - 6"8' - 0"0.3 0.23 T 20 C1 1 CS CASEMENT 2' - 6"4' - 6"3' - 6"8' - 0"0.3 0.23 E 21 C2 1 CS CASEMENT 2' - 0"4' - 0"4' - 0"8' - 0"0.3 0.23 22 F1 1 FX FIXED 2' - 0"4' - 6"8' - 6"13' - 0"0.3 0.23 23 F1 1 FX FIXED 2' - 0"4' - 6"3' - 6"8' - 0"0.3 0.23 24 F2 1 FX FIXED 3' - 0"3' - 0"5' - 0"8' - 0"0.3 0.23 25 F3 1 FX FIXED 4' - 0"2' - 0"6' - 0"8' - 0"0.3 0.23 T -M1 1 2XCS O/FX MULLED 2X CASEMENT OVER FIXED 5' - 0"6' - 0"1' - 0"7' - 0"TG 26 M1 1 2XCS O/FX MULLED 2X CASEMENT OVER FIXED 5' - 0"6' - 0"1' - 0"7' - 0"0.3 0.23 TG,E 27 M2 1 2X FX MULLED 2X FIXED 6' - 0"7' - 0"1' - 0"8' - 0"0.3 0.23 TG 28 M3 1 3xCS O/FX MULLED 3X CASEMENT OVER FIXED 9' - 0"6' - 6"1' - 6"8' - 0"0.3 0.23 TG 29 M3 1 3xCS O/FX MULLED 3X CASEMENT OVER FIXED 9' - 0"6' - 6"1' - 6"8' - 0"0.3 0.23 TG 30 M3 1 3xCS O/FX MULLED 3X CASEMENT OVER FIXED 9' - 0"6' - 6"1' - 6"8' - 0"0.3 0.23 TG 31 M3 1 3xCS O/FX MULLED 3X CASEMENT OVER FIXED 9' - 0"6' - 6"1' - 6"8' - 0"0.3 0.23 TG 32 M4 1 CS O/FX MULLED CASEMENT OVER FIXED 3' - 0"6' - 6"1' - 6"8' - 0"0.3 0.23 TG 33 S1 1 SL SLIDING 4' - 0"4' - 6"3' - 6"8' - 0"0.3 0.23 34 S1 1 SL SLIDING 4' - 0"4' - 6"3' - 6"8' - 0"0.3 0.23 TG,E 35 S1 1 SL SLIDING 4' - 0"4' - 6"3' - 6"8' - 0"0.3 0.23 36 S2 1 SL SLIDING 4' - 0"4' - 0"3' - 0"7' - 0"0.3 0.23 37 S3 1 SL SLIDING 5' - 0"4' - 6"3' - 6"8' - 0"0.3 0.23 E 38 S3 1 SL SLIDING 5' - 0"4' - 6"3' - 6"8' - 0"0.3 0.23 TG,E 39 S3 1 SL SLIDING 5' - 0"4' - 6"3' - 6"8' - 0"0.3 0.23 E 40 S3 1 SL SLIDING 5' - 0"4' - 6"3' - 6"8' - 0"0.3 0.23 E 41 S4 1 SL SLIDING 6' - 0"4' - 0"3' - 0"7' - 0"0.3 0.23 E 42 S4 1 SL SLIDING 6' - 0"4' - 6"3' - 6"8' - 0"0.3 0.23 TG,E 43 S4 1 SL SLIDING 6' - 0"4' - 6"3' - 6"8' - 0"0.3 0.23 T DOOR SCHEDULE ONTO TILE 4" 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 MESH9 12" MIN . PROVIDE NAILING, BATTENSAND WIND CLIPS PER MFR.INSTALLATION RECOMMENDATIONS SECURE VALLEY FLASHING AT MAX.24" O.C. W/ CLIPS FABRICATED OFSIMILAR OR COMPATIBLE MATERIAL.DO NOT NAIL FELT, BATTENS ORTILE 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 PLYWOOD SUBFLOOR FLOOR FINISH FLOOR JOISTS, SEE STRUCTURAL DRAWINGS. 3/4" THICK GYPCRETE, ICC ESR-2540. 1 2 3 4 MIN 5/8" THK GYP BD. AT CEILING OF GARAGE ,LAUNDRY, AND ENCLOSED ACCESSIBLE SPACE UNDER STAIRS5 1 2 3 4 5 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 WIND CLIPS PER MFR.INSTALLATIONRECOMMENDATIONS. REFER TO STRUCT.DWGS. FOR SHEARREQUIREMENTS 60 MINUTE GRADE'D' PAPER - 2 LAYERS 5/8" TYPE X GYP BD AT UNDERSIDEWHERE 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 ELEVATIONSCHEDULE, SEE MFR. INSTALLATION11 5/8" TYPE X GYP BD AT UNDERSIDEWHERE FIRE RATING CONSTRUCTION OCCURS 10 13 11 4 12 9 6 5 2 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 SELFADHERED 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 FILL REFER TO CIVIL PLAN 3 6 MIL VAPOR BARRIER 1 2 3 4 5 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 NOTES FOR DIMENSION PROVIDE NAILING, BATTENS AND WINDCLIPS PER MFR.INSTALLATIONRECOMMENDATIONS. REFER TO STRUCT.DWGS. FOR SHEAR REQUIREMENTS. 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 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 UNDERFLASHING (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 6"X8" DECORATIVE RAFTER 6x6 KNEE BRACKET CONNECTOR, WHERE OCCURS, SEE ELEVATIONS 2'-6"2" 8" 12 " . 8" . 6" 8" HT VARIES(SEE ELEVATION) 6"Wx __"Hx2"D WOOD TRIM AT BRACKET, WHERE OCCURS, SEE ELEVATIONS FOR HT, NAILED TO 2X STUD 26 GA. G.I. DRIP 2X RAFTERS 2X8 FASCIA BOARD(SEE ELEVATION) 2X FRAMING PROVIDE NAILING,BATTENS AND WIND CLIPS PER MFR.INSTALLATION RECOMMENDATIONS. REFER TO STRUCT.DWGS. FOR SHEARREQUIREMENTS. 2 LAYERS 60 MINUTE GRADE 'D' PAPER EXTERIOR PLASTER O/ WIRE MESH OR WOOD SIDING PER ELEVATION 1 2X10 WOOD TRIM 2 3 4 5 6 7 8 9 10 1 4 7 9 10 8 6 24 " . 8" . 3 ROOF LINE 2X FRAMING ROUND VENT THRU ROOF G.I. REVERSE TEE-WYE G.I. CLEANOUT BOX W/ ACCESS DOOR FLEXIBLE CONNECTION FROM DRYER ROOF CAP W/ BACKDRAFT DAMPER ALL COMPONENTS AND INSTALLATIONS SHALL COMPLY 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 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 9/18/2023 1:24:27 PM AD-1 Checker ARCHITECTURAL DETAILS 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - N.T.S.5 ROOF TO WALL FLASHING. N.T.S.6 VALLEY FLASHING. N.T.S.13 GYPCRETE FLOOR. 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.1 EAVE W STOCCO CROWN. 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.3 BRACKET AT GABLE N.T.S.16 DIRECT VENT THRU ROOF N.T.S.17 VENT PENETRATION AT ROOF REFER TO STRUCTURAL DWG FOR CALCULATION TO ALLOW FOR 200 LBS CONCENTRATED LOAD @ ANY POINT AND DIRECTION REFER 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 RAILOPEN 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' BUILDINGPAPER OVER SAF AND SCREED 6 5 2 1 3NOTE: WHERE REQ'D. 2" CLEARANCE EXPOSESFRAMING, 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" M I N . 2X STRINGERS, MIN. 3 (SEE STRUCT. DWGS.) MIN 5/8" THK GYP BD. FOR ENCLOSEDSPACE 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 SECTION ELEVATION SURFACE OF WALL 1-1/2" 1 2 1" 3 4 5 1-1/2" 4" 2" SURFACE OF WALL PLAN 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" M I N . 3 1 2 3 4 5 THRESHOLD AT SWING-IN DOOR DECK(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 10GSM 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" M I N . 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" M I N . 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 JAMB DETAIL C: WINDOW HEADDETAIL 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 ADHEARING BITUMINOUS MEMBRANE APPLIEDOVER SOLID BACKING. NON-HARDENING SEALANT10 1 610 5432 DETAIL A: DOOR HEAD DETAIL 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 9/18/2023 1:24:31 PM AD-2 Checker ARCHITECTURAL DETAILS 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE 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 STUCCOFASTENERS 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 30COAT STUCCO O/ METAL LATH8 J-MOULD9 1 2 3 9 8 10 1 2 3 4 10 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 TRIMPROVIDE 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 CAULKLAP 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 LATH1 2 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 BEYOND6 INSECT SCREEN7 PLYWOOD SHEATHING8 NEW BLOCKING AS REQ'D9 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 PIPEOR 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 CAULKLAP 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 BOARDRUN 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 9/18/2023 1:24:36 PM AD-3 Checker ARCHITECTURAL DETAILS 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE 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 5 7 10 9 11 321 1 CONCRETE ROOF TILE 2 ROOF SHEATHING 3 4 5 2X RAFTER CONTIONOUS SOLD FRAMING OR SOLID BLOCKING 7 JOIST PER STRUCTURAL W/ FIBERGLASS BATT SOUND INSULATION 10 2 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) 11 DOUBLE ROW OF 2X STUDD WALL WITH INSULATION UNDERLAYMENT (30 lb.A.S.T.M. FELT MIN.) 6 1 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) 9 1" AIR GAP (UNLESS OTHERWISE NOTED)6 FIBERGLASS BATT FIRESTOP @ 10'-0" MAX HORIZONTAL & VERYICAL8 8 6 2 3 4 5 7 10 1 1 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) . 2 3 CONTINOUS BEADS ACOUSTICAL CAULKING UNDERNEATH SOLE PLATE 3 CONT. NON-HARDENING AXXOUSTICAL CAULKING, TYP. 4 5 3/4" THICK GYPCRETE, ICC ESR-2540. CONTIONOUS SOLD FRAMING OR SOLID BLOCKING 7 JOIST PER STRUCTURAL W/ FIBERGLASS BATT SOUND INSULATION 10 2 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) 11 DOUBLE ROW OF 2x STUD WALL WITH INSULATION 11 110 1 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) 1" AIR GAP (UNLESS OTHERWISE NOTED)6 9 FIBERGLASS BATT FIRESTOP @ 10'-0" MAX HORIZONTAL & VERYICAL8 8 6 1 9 2 34 5 7 1 10 5 UNIT 2 UNIT 1 11 12 1 1 1 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) 2 3 CONTINOUS BEADS ACOUSTICAL CAULKING UNDERNEATH SOLE PLATE 3 CONT. NON-HARDENING ACCOUSTICAL CAULKING, TYP. 4 5 3/4" THICK GYPCRETE, ICC ESR-2540. OVER ACOUSTICAL MAT 6 CONTIONOUS SOLD FRAMING OR SOLID BLOCKING 7 JOIST PER STRUCTURAL W/ FIBERGLASS BATT SOUND INSULATION 12 RESILIENT CHANNEL 2 LAYERS LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX)9 10 DOUBLE ROW OF 2x STUD WALL W/ INSULATION 11 1 LAYER OF QUITE ROCK 1 UNIT 1 6 8 1" AIR GAP (UNLESS OTHERWISE NOTED) FIBERGLASS BATT FIRESTOP @ 10'-0" MAX HORIZONTAL & VERTICAL 1 1 2 3 4 1 2 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) 2 3 CONTINOUS BEADS ACOUSTICAL CAULKING UNDERNEATH SOLE PLATE 3 CONT. NON-HARDENING AXXOUSTICAL CAULKING, TYP. 4 CONC. SLAB 1 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) 5 5 1" AIR GAP (UNLESS OTHERWISE NOTED)6 6 REFER TO STRUCT. DWGS. FOR SHEAR REQUIREMENTS. 1 CONCRETE 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 OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) 11 2x STUD WALL WITH INSULATION UNDERLAYMENT (30 lb. A.S.T.M. FELT MIN.) 5 7 1210 11 3 2 1 4 12 1 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) 1" AIR GAP (UNLESS OTHERWISE NOTED)6 FIBERGLASS BATT FIRESTOP @ 10'-0" MAX HORIZONTAL & VERYICAL8 8 6 1 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) 2x4 WOOD STUDS 16" O.C. 2 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) GLASS FIBER INSULATION BATTING R-19 1 1 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) DOUBLE ROW OF 2x4 WOOD STUDS 16" O.C. 1" AIR SPACE GLASS FIBER INSULATION BATTING R-19 2 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) 2 3 4 1" AIR SPACE 9 7 / 8 " 5 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 REPORT PLYWOOD 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 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 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) 2x4 WOOD STUDS 16" O.C. 1 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) GLASS FIBER INSULATION BATTING R-19 1 1 LAYERS OF 5/8" SHEETROCK GYP PANEL (UL TYPE SCX) DOUBLE ROW OF 2x4 WOOD STUDS 16" O.C. 1" AIR SPACE GLASS FIBER INSULATION BATTING R-19 2 3 4 1" AIR SPACE 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 9/18/2023 1:24:40 PM AD-4 Checker ARCHITECTURAL DETAILS 3 UNITS MULTIFAMILY RESIDENTIALS 709 S 2ND AVE ARCADIA CA 91007 - N.T.S.7 PARTY WALL TO ROOF CONNECTION (1-HOUR) N.T.S.6 PARTY WALL @ INTERMEDIATE FLOOR (1-HOUR) N.T.S.9 PARTY WALL @ FLOOR & OFFSET PARTY WALL (1-HOUR) N.T.S.5 PARTY WALL @ SLAB (1-HOUR) N.T.S.8 PARTY WALL TO ROOF TRUSS (1-HOUR) GA FILE NO. WP3370 STC 60 N.T.S.3 DWELLING SEPARATION WALL (1-HOUR) N.T.S.1 TYPICAL WALL. N.T.S.2 FIRE RESISTIVE WALL / CLG. (1-HOUR) N.T.S.4 GARAGE SEPARATION WALL (1-HOUR) GA FILE NO. WP3370 STC 60 GA FILE NO. WP3370 STC 60GA FILE NO. WP3370 STC 60 GA FILE NO. WP3370 STC 60 DESIGN CRITERIA BUILDING CODE: 2022 CALIFORNIA BUILDING CODE WIND DESIGN DATA: WIND SPEED (ULTIMATE) = 110 MPH WIND RISK CATEGORY = II WIND EXPOSURE = C INTERNAL PRESSURE COEFFICIENT = ± 0.18 SEISMIC DESIGN DATA: SS = 2.17; S1 = 0.73; SMS = 2.32; SDS = 1.55 SEISMIC IMPORTANCE FACTOR = 1.0 RISK CATEGORY = II SEISMIC DESIGN CATEGORY = D SITE CLASS = D REDUNDANCY FACTOR = 1.0 ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE PROCEDURE SEISMIC FORCE RESISTING SYSTEM: LIGHT-FRAME (WOOD) WALLS SHEATHED W/ WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE CS = 0.267; R = 6.5 LOADING: DEAD LOAD:LIVE LOAD: ROOF = 21 PSF; FLOOR = 19 PSF ROOF = 20 PSF;FLOOR = 40 PSF GEOTECHNICAL INFORMATION: GEOTECHNICAL ENGINEER:EGL, INC. SOIL REPORT #:22-203-013GE SOIL REPORT DATE:OCTOBER 11, 2022 BEARING CAPACITY =1,800 PSF ABBREVIATIONS ABBREVIATION DESCRIPTION AB ANCHOR BOLT ADD'L ADDITIONAL ADJ ADJACENT ABV ABOVE ALT ALTERNATE ARCH ARCHITECTURAL B BOTTOM BLDG BUILDING BLKG BLOCKING BLW BELOW BM BEAM BN BOUNDARY NAILING BOT BOTTOM BRG BEARING C CAMBER CANT CANTILEVER CB CEILING BEAM CBC CALIFORNIA BUILDING CODE CJ CEILING JOIST CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECT, CONNECTION CONT CONTINUOUS D DEEP, DEPTH DF DOUGLAS FIR LARCH DIA DIAMETER DIM DIMENSION DJ DECK JOIST DL DEAD LOAD DT DRAG TRUSS DWG DRAWING(S) E OR EXIST EXISTING EA EACH ELEV ELEVATION ENGR ENGINEER EQ EQUAL ES EACH SIDE EW EACH WAY EXT EXTERIOR FND FOUNDATION FF FINISH FLOOR FG FINISH GRADE FH FULL HEIGHT FJ FLOOR JOIST ABBREVIATION DESCRIPTION FL FLUSH FLR FLOOR F.O.B.FACE OF BEAM F.O.W.FACE OF WALL FRG FRAMING FTG FOOTING FT FOOT (FEET) GA GAGE GALV GALVINIZED G.C.GENERAL CONTRACTOR GET GABLE END TRUSS GLB GLU LAM BEAM GT GIRDER TRUSS H OR HT HEIGHT HB HIP BEAM HD HOLD DOWN STRAP OR DEVICE HDR HEADER HGR OR HNGR HANGER HOR HORIZONTAL HSS HOLLOW STRUCTURAL STEEL (TUBE) INT INTERIOR INV INVERTED JST JOIST K KIP (1000 POUNDS) KP KING POST KS KING STUD LL LIVE LOAD LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER MANUF MANUFACTURER, MANUFACTURED MAX MAXIMUM MB MACHINE BOLT MIN MINIMUM ML MICROLLAM MULT MULTIPLE N NEW NG NATURAL OR COMPACTED GRADE NTS NOT TO SCALE O/OVER O.C.ON CENTER OD OUTSIDE DIAMETER PERP PERPENDICULAR PSL PARALLAM PT POST TENSION SHEET INDEX SD0 STRUCTURAL SPECIFICATIONS S1 FOUNDATION PLAN S2 SECOND FLOOR FRAMING PLAN S3 THIRD FLOOR FRAMING PLAN S4 ROOF FRAMING PLAN SD1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS SD3 STRUCTURAL DETAILS SD4 STRUCTURAL DETAILS SD5 STRUCTURAL DETAILS ABBREVIATION DESCRIPTION PTDF PRESSURE TREATED DOUGLAS FIR PLYWD PLYWOOD PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT RAFT RAFTER RB RIDGE BEAM RR ROOF RAFTER REINF REINFORCEMENT RF ROOF REQ'D REQUIRED REQ'T REQUIREMENT RT ROOF TRUSS(ES) SAD SEE ARCHITECTURAL DRAWINGS SCHED OR SCH SCHEDULE SEL SELECT SHR SHEAR SHTG SHEATHING SIM SIMILAR SIMP SIMPSON SPECS SPECIFICATIONS SQ SQUARE STAGG STAGGERED STD STANDARD STL STEEL STRUCT STRUCTURAL SW SHEAR WALL OR STRONG WALL SYM SYMMETRICAL T TOP TOC TOP OF CURB TOS TOP OF SLAB OR TOP OF STEEL T&G TONGUE AND GROOVE THK THICK TRIM OR TR TRIMMER TS TIMBERSTRAND TYP TYPICAL UNO UNLESS NOTED OTHERWISE V OR VERT VERTICAL VB VALLEY BEAM VIF VERIFY IN FIELD WD WOOD WT WEIGHT W/WITH W/O WITHOUT Q:FASTENING SCHEDULE (PER SECTION 2308.10.1, TABLE 2308.10.1) FOR SI:1 INCH = 25.4MM A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. B.NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. C.COMMON OR DEFORMED SHANK. (6d-2" X 0.113"; 8d-212" X 0.131"; 10d-3" X 0.148"). D.COMMON (6d-2" X 0.113"; 8d-212" X 0.131"; 10d-3" X 0.148"). E.DEFORMED SHANK. (6d-2" X 0.113"; 8d-212" X 0.131"; 10d-3" X 0.148"). F.CORROSION-RESISTANT SIDING (6d-178" X 0.106"; 8d-238" X 0.128") OR CASING (6d-2" X 0.099"; 8d-212" X 0.113") NAIL. G.FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. H.CORROSION-RESISTANT ROOFING NAILS WITH 716 INCH DIAMETER HEAD AND 112 INCH LENGTH FOR 12 INCH SHEATHING AND 134 INCH LENGTH FOR 2532 INCH SHEATHING. J.CASING (112" X 0.080") OR FINISH (112" X 0.072") NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. K.PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. L.FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (212" X 0.113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. N.FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS. O.FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING FASTENING 3-8d COMMON (212" X 0.131") 3-3" X 0.131" NAILS LOCATION TOENAIL CONNECTION 1.JOIST TO SILL OR GIRDER A 2-8d COMMON (212" X 0.131") 2-3" X 0.131" NAILS 2.BRIDGING TO JOIST TOENAIL EACH END 3.1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON (212" X 0.131")FACE NAIL 4.WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3-8d COMMON (212" X 0.131")FACE NAIL 5.2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (312" X 0.162")BLIND AND FACE NAIL 6.SOLE PLATE TO JOIST OR BLOCKING 16d (312" X 0.135") AT 16" O.C. 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 16d (312" X 0.135") AT 16" 4-3" X 0.131" NAILS AT 16" SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL BRACED WALL PANELS 7.TOP PLATE TO STUD 2-16d COMMON (312 X 0.162") 3-3" X 0.131" NAILS END NAILS 8.STUDS TO SOLE PLATE 4-8d COMMON (212" X 0.131") 4-3" X 0.131" NAILS TOENAIL 2-16d COMMON (312" X 0.162") 3-3" X 0.131" NAILS END NAILS 9.DOUBLE STUDS 16d (312 X 0.135") AT 24" O.C. 3" X 0.131" NAIL AT 8" O.C. FACE NAILS 16d (312" X 0.131") AT 16" O.C. 3" X 0.131" NAIL AT 12" O.C. 8-16d COMMON (312" X 0.162") 12-3" X 0.131" NAILS LAP SPLICE TYPICAL FACE NAIL10.DOUBLE TOP PLATES DOUBLE TOP PLATES 3-8d COMMON (212" X 0.131") 3-3" X 0.131" NAILS 11.BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE TOENAIL 12.RIM JOIST TO TOP PLATE 8d (212" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOENAIL 2-16d COMMON (312" X 0.162") 3-3" X 0.131" NAILS FACE NAIL13.TOP PLATES, LAPS AND INTERSECTIONS 14.CONTINUOUS HEADER, TWO PIECES 16d COMMON (312" X 0.162")16" O.C. ALONG EDGE 15.CEILING JOISTS TO PLATE 3-8d COMMON (212" X 0.131") 5-3" X 0.131" NAILS TOENAIL 16.CONTINUOUS HEADER TO STUD 4-8d COMMON (212" X 0.131")TOENAIL 3-16d COMMON (312" X 0.162") MINIMUM, TABLE 2308.10.4.1 4-3" X 0.131"NAILS 17.CEILING JOISTS, LAPS OVER PARTITIONS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) FACE NAIL 3-16d COMMON (312" X 0.162") MINIMUM, TABLE 2308.10.4.1 4-3" X 0.131"NAILS 18.CEILING JOISTS TO PARALLEL RAFTERS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) FACE NAIL 3-8d COMMON (212" X 0.131") 3-3" X 0.131" NAILS 19.RAFTER TO PLATE (SEE SECTION 2308.10.1, TABLE 2308.10.1) TOENAIL 2-8d COMMON (212" X 0.131") 2-3" X 0.131" NAILS 20.1" DIAGONAL BRACE TO EACH STUD AND PLATE FACE NAIL 21.1" X 8" SHEATHING TO EACH BEARING 3-8d COMMON (212" X 0.131")FACE NAIL 3-8d COMMON (212" X 0.131")FACE NAIL22.WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 16d COMMON (312" X 0.162") 3" X 0.131" NAILS 23.BUILT-UP CORNER STUDS 24" O.C. 16" O.C. 2-20d COMMON (4" X 0.192") 3-3" X 0.131" NAILS 20d COMMON (4" X 0.192") 32" 3" X 0.131" NAIL AT 24" O.C. 24.BUILT-UP GIRDER AND BEAMS FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES FACE NAIL AT ENDS AND AT EACH SPLICE 25.2" PLANKS 16d COMMON (312" X 0.162")AT EACH BEARING 3-10d COMMON (3" X 0.148") 4-3" X 0.131" NAILS FACE NAIL26.COLLAR TIE TO RAFTER 2-16d COMMON (312" X 0.162") 3-3" X 0.131" NAILS 3-10d COMMON (3" X 0.148") 4-3" X 0.131" NAILS FACE NAIL TOENAIL27.JACK RAFTER TO HIP 28.ROOF RAFTER TO 2-BY RIDGE BEAM 2-16d COMMON (312" X 0.162") 3-3" X 0.131" NAILS 2-16d COMMON (312" X 0.162") 3-3" X 0.131" NAILS TOENAIL FACE NAIL 3-16d COMMON (312" X 0.162") 4-3" X 0.131" NAILS 29.JOIST TO BAND JOIST FACE NAIL 3-16d COMMON (312" X 0.162") 4-3" X 0.131" NAILS 30.LEDGER STRIP FACE NAIL 31.WOOD STRUCTURAL PANELS AND PARTICLEBOARD SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT TO FRAMING) 32.PANEL SIDING (TO FRAMING) 33.FIBERBOARD SHEATHINGG 34.INTERIOR PANELING 12" AND LESS 6d 238" X 0.113" NAIL 1932" TO 34"8d OR 6d 238" X 0.113" NAIL 78" TO 1"8d 118" TO 114"10d OR 8d B C,L N ED P E D D 34" AND LESS 6d 78" TO 1"8d 118" TO 114"10d OR 8d E ED 12" OR LESS 6d 58"8d F F 12"NO. 11 GAGE ROOFING NAIL 6d COMMON NAIL (2" X 0.113") 2532"NO. 11 GAGE ROOFING NAIL 8d COMMON NAIL (212" X 0.131") H H 14"4d 38"6dK J I:HANGERS 1.FILL ALL NAIL HOLES PER MANUFACTURER SPECIFICATIONS, FOR MAXIMUM CAPACITY. 2.USE ITS OR IUS HANGERS FOR I-JOIST CONNECTIONS U.N.O. BEND TABS DOWN TO TOP OF BOTTOM CHORD WHERE APPLICABLE. 3.USE LUS FULL DEPTH HANGERS FOR 2X JOIST CONNECTIONS U.N.O. 4.USE HU FULL DEPTH HANGERS FOR BEAM CONNECTIONS U.N.O. 5.USE LUS HANGERS PER TABLE BELOW FOR ROOF TRUSSES AT 24" O.C. (OR LESS) TO NON-TRUSS FRAMING MEMBERS: TRUSS SPAN HANGER ≤ 10'LUS 24 ≤ 20'LUS 26 ≤ 30'LUS 28 ≤ 40'HUS 26 J:MANUFACTURED SHEAR WALLS 1.MANUFACTURED SHEAR WALLS SHALL BE BY SIMPSON STRONG-TIE ( ICC ESR-1679), HARDY FRAMES, INC. (ICC ESR-2089), OR TRUS JOIST (ICC ESR-1153), AS SPECIFIED ON THE PLANS. 2.ALL MANUFACTURED SHEAR WALLS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3.TEMPLATES SHALL BE USED FOR MANUFACTURED SHEAR WALLS FOR ACCURATE ANCHOR PLACEMENT IN THE FOUNDATION. 4.FOR HARDY PANELS / BRACED FRAMES - FOLLOW MANUFACTURERS RECOMMENDATIONS FOR MOISTURE BARRIER PLACED BETWEEN THE WALL AND CONCRETE, GROUT OR MUD SILL. O:SPECIAL INSPECTIONS 1.PROVIDE SPECIAL INSPECTION WHERE REQUIRED BY SECTION 1704 OF THE CBC. ADDITIONALLY, VERIFY OTHER AREAS REQUIRING SPECIAL INSPECTION WITH THE BUILDING OFFICIAL OF THE GOVERNING JURISDICTION. 2.INSPECTIONS SHALL CONFORM WITH CBC SECTIONS 110 AND 1704. 3.INSPECTIONS SHALL BE PERFORMED BY QUALIFIED INSPECTORS AND TESTING AGENCIES RETAINED BY THE OWNER AND NOT THE CONTRACTOR. INSPECTORS AND AGENCIES SHALL BE APPROVED BY THE GOVERNING JURISDICTION. 4.COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS SHALL BE FURNISHED TO THE OWNER, BUILDING DEPARTMENT, ARCHITECT, AND ENGINEER. COPIES OF THE REPORTS AND RESULTS SHALL ALSO BE KEPT AT THE JOB SITE. 5.FINAL REPORT FOR ALL INSPECTIONS AND TESTING, STATING THAT THE WORK WAS COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND ALL APPLICABLE CODES AND STANDARDS, SHALL BE SUBMITTED TO THE OWNER, BUILDING DEPARTMENT, ARCHITECT, AND ENGINEER. 6.STRUCTURAL OBSERVATION MAY BE REQUIRED BY THE JURISDICTION, ENGINEER, OR OWNER. THESE OBSERVATIONS DO NOT REPLACE ANY OF THE REQUIRED INSPECTIONS BY DEPUTY INSPECTORS OR THE LOCAL JURISDICTION. 7.SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING WORK: EPOXY TITEN HD SCREW ANCHORS FASTENERS OF THE SEISMIC FORCE-RESISTING SYSTEM WHERE ITS SPACING IS ≤ 4" O.C. ADDITIONAL ITEMS REQUIRING SPECIAL INSPECTION MAY BE NOTED ON THE PLANS. K:WOOD CONNECTORS 1.UNLESS SPECIFICALLY NOTED OTHERWISE, ALL WOOD FRAMING CONNECTORS SHALL BE BY SIMPSON STRONG-TIE. ALL INSTALLATIONS SHALL FOLLOW CURRENT RECOMMENDATIONS OF SIMPSON. 2.WHERE SIMPSON STRONG-TIE ALLOWS THE USE OF ALTERNATE OR ADDITIONAL FASTENERS, THE FASTENER TYPE AND AMOUNT RESULTING IN THE HIGHER CAPACITY SHALL BE USED, UNLESS NOTED OTHERWISE. 3.THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION SHALL BE FOLLOWED WITH RESPECT TO FABRICATION AND ASSEMBLY OF ALL FASTENERS, EDGE AND END DISTANCE REQUIREMENTS, AND MINIMUM PENETRATION REQUIREMENTS. 4.BOLTS, LAG SCREWS, AND WOOD SCREWS SHALL CONFORM TO ASME STANDARD B-18.2.6. 5.ALL HOLES DRILLED FOR BOLTS THROUGH WOOD SHALL BE A MINIMUM OF 132" AND A MAXIMUM OF 116" OVERSIZED. 6.STANDARD CUT WASHERS SHALL BE INSTALLED BETWEEN THE WOOD AND THE NUT FOR ALL BOLT INSTALLATIONS. 7.THE THREADED PORTION OF BOLTS SUBJECT TO WOOD BEARING SHALL BE KEPT TO A PRACTICAL MINIMUM. 8.CARE SHALL BE TAKEN TO CENTER BOLT HOLES IN MAIN MEMBERS. 9.WHEN NAILING A MEMBER CAUSES SPLITTING, THE MEMBER SHALL BE PREDRILLED TO PREVENT THE SPLITTING. THE DIAMETER OF THE BOLTED HOLE SHALL NOT EXCEED 75% OF THE NAIL DIAMETER. 10.ALL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN FEDERAL SPECIFICATION FF-N-105B. 11.ALL NAILS EXPOSED TO WEATHER, HEAT, OR MOISTURE SHALL BE GALVANIZED. 12.LEAD HOLES FOR LAG SCREWS SHALL BE BORED AS FOLLOWS: (A)THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK. (B)THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 40% TO 70% OF THE SHANK DIAMETER IN WOOD AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE LARGER PERCENTILE SHALL APPLY TO LAG SCREWS OF 12" OR GREATER DIAMETER. 13.THE THREADED PORTION OF WOOD SCREWS SHALL BE INSERTED IN IT'S LEAD HOLES BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. 14.DO NOT OVER-TORQUE LAG AND WOOD SCREWS. 15.SOAP OR OTHER LUBRICANT SHALL BE USED ON THE WOOD/LAG SCREW OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. 16.WOOD SCREWS LOADED IN WITHDRAWAL MAY BE INSERTED WITHOUT A LEAD HOLE. 17.LEAD HOLES FOR WOOD SCREWS LOADED LATERALLY SHALL BE BORED AS FOLLOWS: THE PART OF THE LEAD HOLE RECEIVEING THE SHANK SHALL BE ABOUT 78 THE DIAMETER OF THE SHANK AND THAT RECEIVEING THE THREADED PORTION SHALL BE ABOUT 78 THE DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. 18.ALL NAILS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE BEING NAILED, BUT DOES NOT PUNCTURE THE SURFACE BEING NAILED. 19.NAIL DEFINITIONS AND PENETRATION (INTO MAIN MEMBER) REQUIREMENTS: NAIL DIAMETER (IN.)REQUIRED PENETRATION (IN.) 8d COMMON 0.131 1.31 10d COMMON 0.148 1.48 12d COMMON 0.148 1.48 16d SINKER 0.148 1.48 16d COMMON 0.162 1.62 20.FASTENERS IN CONTACT WITH PRESERVATIVE TREATED LUMBER AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL, ZINC-COATED STEEL, STAINLESS STEEL, SILICON COVERED, BRONZE, OR COPPER. THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE PER ASTM A153. FASTENINGS FOR WOOD FOUNDATIONS SHOULD BE AS REQUIRED IN AF&PA TECHNICAL REPORT #7. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. FIELD CUT ENDS, NOTCHES, DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE FIELD TREATED PER AWPA M4. A: GENERAL 1.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, GRADE DATUMS, ELEVATIONS, REQUIRED RETAINING WALLS, DEEPENED FOOTINGS, AND CONDITIONS AT THE JOB SITE PRIOR TO BIDDING AND START OF CONSTRUCTION. VERIFY ALL DETAILS AND DIMENSIONS OF RELATED REQUIREMENTS ON ALL OTHER CONSULTANT DRAWINGS WITH STRUCTURAL DRAWINGS FOR ANY CONFLICTS AND NOTIFY THE ENGINEER OF RECORD AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. 2.THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL OTHER CONSULTANT DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF ALL WORK. 3.IF A CONFLICT OCCURS WITHIN THE STRUCTURAL DRAWINGS OR WITH ANY OTHER CONSULTANT DRAWINGS, NOTIFY THE EOR IMMEDIATELY FOR CLARIFICATION OF THE INTENT OF THE CONTRACT DOCUMENTS. 4.DIMENSIONS SHALL NOT BE SCALED FROM STRUCTURAL DRAWINGS. 5.EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON PLANS OR SPECIFICATIONS, ALL MATERIALS AND CONSTRUCTION PRACTICES SHALL CONFORM TO THE REQUIREMENTS OF THE ADOPTED VERSION OF THE CALIFORNIA BUILDING CODE AND ALL APPLICABLE STATE AND LOCAL ORDINANCES AS ADOPTED BY THE GOVERNING JURISDICTION. 6.THE DESIGN AND SAFETY OF BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND NOT WITHIN THE SCOPE OF THE ENGINEER. THAT CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF THE COMPLETE BUILDING PER PERMITTED STRUCTURAL PLANS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT IMPLY THE ASSUMPTION OF ANY RESPONSIBILITY IN THIS REGARD. 7.ALL DIMENSIONS OF DOORS, OPENINGS, WALLS, ETC. SHALL BE DETERMINED FROM THE ARCHITECTURAL DRAWINGS, SHOP DRAWINGS, EQUIPMENT DATA, OR DOCUMENTS PROVIDED BY OTHER CONSULTANTS. 8.PENETRATIONS, OPENINGS, SLEEVES, VARIATIONS IN STRUCTURAL SLAB ELEVATIONS, DEPRESSED AREAS, DEEPENED FOOTINGS, AND ALL OTHER ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION. 9.STRUCTURAL MEMBERS SHALL NOT BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED ON THESE PLANS. 10.NO SUBSTITUTION OF STRUCTURAL MEMBERS OR HARDWARE MAY OCCURS UNLESS ALTERNATES ARE APPROVED IN WRITING BY THE ARCHITECT, OWNER, AND STRUCTURAL ENGINEER. 11.ANY REFERENCE TO THE WORDS "APPROVED" OR "APPROVAL" IN DOCUMENTS SHALL BE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFICATIONS AND COORDINATING THE REQUIRED MATERIALS OR LABOR SPECIFICATIONS WITH OTHER TRADES. 12.WHERE A DETAIL, SECTION, OR NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO LIKE CASES OF CONSTRUCTION. 13.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE PRIMARY BUILDING STRUCTURE ARE THE RESPONSIBILITY OF THE DISCIPLINES WHICH MAKE THESE ATTACHMENTS. COORDINATE ALL ATTACHMENTS WITH ARCHITECTURAL AND STRUCTURAL PLANS. 14.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER INDICATED ON THE CONTRACT DRAWINGS OR NOT, AND TO PROTECT THEM FROM DAMAGE. 15.VIBRATION EFFECTS OF MECHANICAL AND / OR ANY OTHER EQUIPMENT OR HUMAN ASSEMBLY HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 16.FLOOR SYSTEMS HAVE NOT BEEN DESIGNED FOR EXCESSIVE LOAD CONCENTRATIONS SUCH AS WATER BEDS. ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO CONSTRUCTION IF ANY EXTRAORDINARY HEAVY OBJECTS ARE TO BE INSTALLED. 17.ALL EXPOSED STEEL OR METAL FASTENERS SHALL BE HOT DIP GALVANIZED OTHERWISE PROTECTED FROM THE EFFECTS OF WEATHER EXPOSURE. 18.NO CHANGES ARE TO BE MADE TO THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF A LICENSED ENGINEER UNDER THE EMPLOYMENT OF JKL STRUCTURAL ENGINEERING, INC. SEE HANGER CALLOUTS FOR GIRDER TRUSSES L:PREFAB OPEN WEB WOOD TRUSSES (ROOF / FLOOR) 1.ALL WOOD TRUSSES SHALL BE DESIGNED PER CBC 2303.4 AND FABRICATED BY A LICENSED FABRICATOR APPROVED BY THE BUILDING DEPARTMENT IN ACCORDANCE WITH CBC 1704.2.5. 2.THE TRUSS DESIGN IS THE SOLE RESPONSIBILITY OF THE FABRICATOR AND IT IS THE FABRICATOR'S RESPONSIBILITY TO PROVIDE SHOP DRAWINGS (INCLUDING A LAYOUT PLAN) FOR THE APPROVAL OF THE BUILDING DEPARTMENT. 3.TRUSS DEFLECTION UNDER TOTAL LOAD SHALL BE CONTROLLED SUCH THAT TRUSSES DO NOT BEAR ON NON-BEARING WALLS AND DEFLECTIONS SHALL BE LIMITED TO L/360 FOR LIVE LOAD AND L/240 FOR TOTAL LOAD. 4.TRUSS MANUFACTURER SHALL VERIFY LOCATION OF, COORDINATE, AND PROVIDE DESIGN FOR ALL ARCHITECTURAL, MECHANICAL, AND OTHER CONSULTANTS REQUIREMENTS. 5.TRUSS BOTTOM CHORD SHALL FOLLOW THE CEILING LINE (INCLUDING AT EXTERIOR WALLS). 6.TOP AND BOTTOM CHORDS AND ALL MEMBERS RECEIVING SHEAR TRANSFER NAILING SHALL BE DOUGLAS FIR. 7.WHERE A LATERAL LOAD IS SPECIFIED (IE. DRAG TRUSS), TRUSSES SHALL BE DESIGNED TO TRANSFER THE SPECIFIED LATERAL LOAD UNIFORMLY FROM THE TOP CHORD TO THE SHEAR RESISTING ELEMENT BELOW THROUGH THE TRUSS ITSELF. 8.TRUSSES SPECIFIED TO HAVE BOUNDARY NAILING SHALL BE DESIGNED FOR A MINIMUM LATERAL LOAD OF 2500 POUNDS UNLESS NOTED OTHERWISE. 9.ALL CONNECTIONS INVOLVING TRUSSES SHALL BE ICC APPROVED AND RESIST THE APPLIED STRESSES DUE TO THE LOADINGS INVOLVED AND SHALL BE DESIGNED BY THE TRUSS FABRICATOR. THE TRUSS FABRICATOR SHALL PROVIDE ALL BRACING/BRIDGING REQUIRED FOR TRUSS STABILITY. 10.EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE SHOW THE IDENTITY OF THE TRUSS FABRICATOR, THE DESIGN LOAD, AND THE SPACING OF THE TRUSS. 11.TRUSS MANUFACTURER SHALL VERIFY ADEQUACY OF PROVIDED TRUSS BEARING AREA AND ADD ADDITIONAL PLIES OF TRUSSES TO MEET BEARING AREA REQUIREMENTS WHERE NECESSARY. 12.TRUSS MANUFACTURER SHALL VERIFY THE LOCATION OF FIRE SPRINKLERS, MECHANICAL EQUIPMENT, OR OTHER ITEMS REQUIRING ADDITIONAL SUPPORT AND DESIGN THE TRUSSES FOR THE ADDED LOAD. COORDINATE TRUSSES WITH ALL OTHER RELATED DRAWINGS, INCLUDING ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE SPRINKLER, ETC. 13.CONTRACTOR SHALL HAVE TRUSS SHOP DRAWINGS APPROVED BY THE BUILDING DEPARTMENT AND THE ENGINEER OF RECORD AT THE JOB SITE PRIOR TO POURING THE FOUNDATION CONCRETE. B:FRAMING 1.ALL FRAMING SHALL CONFORM TO THE GRADES AS SET FORTH BY THE W.C.L.I.B. OR W.W.P.A. AND THE CBC. ALL LUMBER SHALL BEAR THE GRADE STAMP OF AN APPROVED TESTING AGENCY, EXCEPT ARCHITECTURALLY EXPOSED LUMBER. 2.ALL LUMBER USED FOR STRUCTURAL PURPOSES SHALL BE DOUGLAS FIR LARCH AND COMPLY WITH DOC PS20. 3.ALL WOOD IN CONTACT WITH THE GROUND, A MASONRY OR CONCRETE FOUNDATION WALL, OR SLAB ON GRADE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH CBC 2304.12. 4.ALL CONVENTIONALLY FRAMED PORTIONS OF THE STRUCTURE SHALL BE BUILT IN ACCORDANCE WITH CBC SECTION 2308. 5.THE MINIMUM GRADE OF LUMBER SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: SILL PLATES P.T.D.F. STANDARD AND BETTER 2X4 STANDARD AND BETTER OR STUD GRADE 3X DF-L #2 2X6 TO 2X14 DF-L #2 4X12 OR SMALLER DF-L #2 4X14 OR LARGER DF-L #2 6X AND 8X DF-L #1 6.ALL LUMBER SHALL HAVE MOISTURE CONTENT OF LESS THAN 19% PRIOR TO ENCLOSING WALL AND FLOOR FRAMING. THREE RANDOM MOISTURE READINGS PER CGBC 4.505.3 SHALL BE PERFORMED AND SUBMITTED TO THE CITY BUILDING OFFICIAL. 7.NAILING SHALL BE PER CBC TABLE 2304.10.1 UNLESS NOTED OTHERWISE. 8.TIMBER CONNECTORS AND FASTENERS SHALL BE IN ACCORDANCE WITH CBC 2304.10. 9.PRE-DRILL AS REQUIRED TO PREVENT WOOD SPLITTING. 10.PROVIDE 1X6 DIAGONAL LET-IN BRACING AT 25 FEET ON CENTER FOR STUD WALLS NOT FULLY SHEATHED. NAIL WITH TWO 8d'S PER STUD AND 3-8d'S AT EACH END TO TOP PLATE / SILL PLATE. 11.PROVIDE SINGLE JOIST BELOW NON-BEARING PARTITIONS PARALLEL TO FLOOR FRAMING. PROVIDE DOUBLE JOISTS BELOW BEARING PARTITIONS PARALLEL TO FLOOR FRAMING, UNLESS NOTED OTHERWISE. 12.WHERE PIPES ARE PLACED IN OR PARTLY IN A PARTITION AND NECESSITATE THE CUTTING OF THE SOLES OR PLATES, A METAL TIE NOT LESS THAN 0.058" X 1.5" WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN 6-16D NAILS. 13.ALL STRUCTURAL SHEATHING (PLYWOOD OR OSB) SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF APA - THE ENGINEERED WOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF PRODUCTS STANDARD PS 1-09, PS2-10 OR APA PRP 108. ALL SHEATHING WHICH HAS ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. SPAN RATING SHALL NEVER BE LESS THAN THE ON CENTER SPACING OF SUPPORTS. SHEATHING LESS THAN 24 INCHES IN ANY DIMENSION SHALL NOT BE USED IN STRUCTURAL APPLICATIONS. SPACING OF 1/8" IS RECOMMENDED AT PANEL ENDS AND EDGES. ROOF SHEATHING: 19/32" APA RATED SHEATHING, EXP 1, 32/16 SPAN RATING WITH 8d COMMON @ 6" O.C. AT SHEATHING EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. LAY SHEATHING WITH FACE GRAIN OR STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND CONTINUOUS OVER TWO OR MORE SPANS. FLOOR / DECK SHEATHING: 23/32" APA RATED STURD-I-FLOOR SHEATHING, EXP 1, WITH MINIMUM SPAN RATING OF 24" O.C. SHEATHING SHALL BE GLUED PER APA AFG-01 OR ASTM D3498 AND NAILED WITH 10d COMMON (OR 10d RING SHANK / SCREW SHANK) @ 6" O.C. AT SHEATHING EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. SIMPSON QUICK DRIVE SCREWS (ER-1472) MAY BE SUBSTITUTED FOR THE 10d COMMON NAILING. LAY SHEATHING WITH FACE GRAIN OR STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND CONTINUOUS OVER TWO OR MORE SPANS. USE ADHESIVE MEETING APA SPECIFICATION AFG-01 OR ASTM D-3498, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 14.ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS: DL: 16 PSF AT TOP CHORD FOR CONCRETE TILE ROOF (ROOFING MAX WEIGHT 12 PSF, ADJUST TOP CHORD LOAD FOR SLOPE), 10 PSF AT TOP CHORD FOR BUILT UP ROOF (ROOFING MAX WEIGHT 6 PSF, INCLUDING RE-ROOF) 10 PSF AT BOTTOM CHORD FOR SINGLE LAYER OF DRYWALL 13 PSF AT BOTTOM CHORD FOR DOUBLE LAYER OF DRYWALL 13 PSF AT BOTTOM CHORD FOR STUCCO CEILING LL:20 PSF AT TOP CHORD 10 PSF AT BOTTOM CHORD (NON-CONCURRENT WITH TOP CHORD LL) ADDITIONAL LOAD: EQUIPMENT ON ROOF: IN ADDITION TO DL AND LL, TRUSSES SHALL BE DESIGNED TO SUPPORT THE INSTALLED AND OPERATING WEIGHT OF ALL ROOFTOP EQUIPMENT AND EQUIPMENT PADS. THE LOCATION AND CORRESPONDING DESIGN WEIGHTS OF ALL ROOFTOP EQUIPMENT SHALL BE INDICATED ON THE TRUSS SHOP DRAWING LAYOUT PLAN. ARCHITECTURAL FEATURES: IN ADDITION TO DL AND LL, TRUSSES SHALL BE DESIGNED TO SUPPORT ANY SUSPENDED / CEILING MOUNTED ARCHITECTURAL FEATURES LIKE CHANDELIERS. LOCATION AND WEIGHT OF SUCH FEATURES SHALL BE INDICATED ON THE TRUSS LAYOUT. WE RECOMMEND USING A 500# POINT LOAD AS A MINIMUM. COORDINATE WITH ARCH AND DEVELOPER / OWNER FOR ACTUAL LOADING. OVERHANGS: OVERHANGS SHALL BE DESIGNED TO SUPPORT ROOFING AND SOFFIT OF OVERHANG. REFER TO ARCH PLANS. USE 25 PSF DL MIN WHERE STUCCO SOFFIT EXISTS. 15.ALL GABLE END TRUSSES (GET) SHALL BE DESIGNED TO TRANSFER 180 PLF FROM THE TOP CHORD TO THE LOCATION OF THE SHEAR WALL OR DRAG STRAP CONNECTED TO THE BOTTOM CHORD. MANUFACTURER ILEVEL LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 1178" 14"/16" TJI 210 LPI 36 BCI 6000-1.7 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJI 560 -BCI 90-2.0 RFPI-90 LPI 32 PLUS LPI 56 - TJI 210 TJI 360 TJI 560 BCI 6000-1.8 BCI 60-2.0 - RFPI-400 RFPI-70 RFPI-90 TYP. ROOF & FLOOR SHEATHING LAYOUT WALL SHEATHING SHALL BE INSTALLED PERPENDICULAR TO FRAMING MEMBERS W/ GLUE PER APA AFG-01 OR ASTM D3498 BN AT ALL SHEATHING EDGES (MIN 38" EDGE DISTANCE) OFFSET SECOND ROW OF SHEATHING BY LENGTH OF ONE PANEL FIELD NAILING ADD BLKG. AT BLOCKED DIAPHRAGMS EN TO MATCH BN FRAMING MEMBERS H:ENGINEERED LUMBER 1.FOLLOW ALL MANUFACTURER RECOMMENDATIONS FOR DRILLING, NOTCHING, HANDLING, STORAGE, BRACING, AND ERECTION OF PREFABRICATED FRAMING MEMBERS. 2.1.25" AND 1.5" WIDE LSL RIM MANUFACTURERS (AND APPROVAL REPORTS) ARE: TRUS JOIST (ICC ESR-1387). LSL RIMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SPECIFIC GRAVITY = 0.5; E = 1,300,000 PSI; Fb = 1,700 PSI; Fcperp = 680 PSI; Fv = 400 PSI; AND VERTICAL LOAD CAPACITY = 4250 PLF 3.LSL BEAMS (1.75" AND WIDER) MANUFACTURER (AND APPROVAL REPORTS) ARE: TRUS JOIST (ICC ESR-1387). LSL BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SPECIFIC GRAVITY = 0.5; E = 1,550,000 PSI; Fb = 2,325 PSI; Fcperp = 800 PSI; AND Fv = 400 PSI. 4.ML BEAM MANUFACTURER (AND APPROVAL REPORTS) ARE: TRUS JOIST MICROLLAM (ICC ESR-1387), BOISE CASCADE VERSALAM (ICC ESR-1040), AND LOUSIANA PACIFIC LPLVL (ICC ESR-1254). ML BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SPECIFIC GRAVITY = 0.5; E = 1,900,000 PSI; Fb = 2,600 PSI; Fcperp = 750 PSI; AND Fv = 285 PSI. 5.PSL BEAM MANUFACTURER (AND APPROVAL REPORTS) ARE: TRUS JOIST PARALLAM (ICC ESR-1387). PSL BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SPECIFIC GRAVITY = 0.5; E = 2,000,000 PSI; Fb = 2,900 PSI; Fcperp = 750 PSI; AND Fv = 290 PSI. 6.I-JOIST MANUFACTURERS (AND APPROVAL REPORTS) ARE: ILEVEL (ICC ESR-1153); LOUSIANA PACIFIC (ICC ESR-1305); BOISE CASCADE (ICC ESR-1336), ROSEBURG (ICC ESR-1251). SEE TABLE BELOW FOR ALLOWABLE JOIST SUBSTITUTIONS. G:GLUED-LAMINATED BEAMS 1.GLUED LAMINATED BEAMS SHALL CONFORM TO THE "AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER", AITC / APA-EWS 117, ANSI / AITC A-190.1 AND ALL APPROVED SUPPLEMENTS THEREOF. 2.INDIVIDUAL LAMINATIONS SHALL NOT EXCEED 2" IN THICKNESS. 3.SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR 24F V-4 AND CANTILEVER SPANS SHALL BE DOUGLAS FIR 24F V-8. 4.WHERE SIZES OF 318" WIDE OR 518" WIDE ARE SPECIFIED, WIDTHS OF 3.5" AND 5.5", RESPECTIVELY, MAY BE SUBSTITUTED. 5.BEAMS SHALL BEAR A LEGIBLE APA-EWS OR AITC GRADE STAMP. 6.APPROVED INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE BUILDING INSPECTOR OR BUILDING DEPARTMENT PRIOR TO ERECTION. CERTIFICATES SHALL INCLUDE THE QUALITY CONTROL INSPECTION DATA. 7.END OF BEAMS SHALL BE SEALED AND BEAMS SHALL BE LOAD WRAPPED FOR PROTECTION PRIOR TO CONSTRUCTION. STORAGE OF GLB'S SHALL COMPLY WITH AITC 111-79. 8.GLB'S PERMANENTLY EXPOSED TO WEATHER OR MOISTURE SHALL BE FACTORY PRESSURE TREATED. 9.ALL GLB'S BEAMS SHALL HAVE STANDARD CAMBER (RADIUS OF 3,500 FEET), UNLESS NOTE OTHERWISE. 10.MOISTURE CONTENT IN SERVICE SHALL BE BETWEEN 8% AND 12%. 11.BEAMS SHALL CONFORM TO APA-EWS OR AITC FRAMING OR INDUSTRIAL GRADE APPEARANCE, UNLESS NOTED OTHERWISE. 12.REFER TO ARCHITECTURAL PLANS FOR FINISH OF ARCHITECTURALLY EXPOSED GLB'S (ARCHITECTURAL OR PREMIUM GRADE APPEARANCE CLASSIFICATION). 13.GLB'S SHALL MEET THE FOLLOWING MINIMUM ALLOWABLE STRESS REQUIREMENTS: FLEXURAL STRESS 2,400 PSI TENSION PARALLEL TO GRAIN 1,100 PSI COMPRESSION PARALLEL TO GRAIN 1,650 PSI HORIZONTAL SHEAR PERP. TO WIDE FACE 240 PSI MODULUS OF ELASTICITY 1,800,000 PSI COMPRESSION PERP TO GRAIN 650 PSI F:REBAR 1.ALL REBAR SHALL CONFORM TO ASTM A-615 (GRADE 40 FOR SIZES #3 AND #4; GRADE 60 FOR SIZES #5 AND LARGER). 2.WELDED WIRE MESH / FABRIC SHALL CONFORM TO ASTM A-185 (GRADE 65) AND BE LAPPED 1.5 SPACES (12" MINIMUM) FOR PLAIN WIRE AND ASTM A-497 (GRADE 75) FOR DEFORMED BAR. 3.REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706. 4.DETAILS OF REINFORCING SHALL CONFORM TO THE CURRENT ACI CODE. 5.REINFORCING BAR BENDS SHALL BE BENT COLD. 6.WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH AWS D1.4. USE LOW HYDROGEN ELECTRODES AND PREHEAT. NO WELDING SHALL BE DONE AT THE BEND IN A BAR. 7.SPLICES OF HORIZONTAL BARS IN WALLS AND FOOTINGS SHALL BE STAGGERED AT LEAST 48" MINIMUM. D:CONCRETE 1.CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY AND SHALL BE STAMPED AND SIGNED BY A LICENSED CIVIL OR STRUCTURAL ENGINEER. 2.THE CONCRETE SUPPLIER SHALL BEAR THE RESPONSIBILITY THAT THE MIX DESIGN WILL ATTAIN THE REQUIRED SPECIFIED STRENGTH AND SHRINKAGE CHARACTERISTICS. 3.CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150 TYPE II. SEE SOILS REPORT FOR SULFATE CONTENT. WHERE SEVERE OR VERY SEVERE SULFATE EXPOSURE EXISTS, TYPE V CEMENT SHALL BE USED AND CONCRETE MIX SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-14 TABLE 19.3.1.1 AND 19.3.2.1 4.MAXIMUM SLUMP OF NORMAL WEIGHT CONCRETE SHALL NOT EXCEED 4". 5.READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94. 6.AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33. 7.AGGREGATES FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C-330. 8.THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI (3000 PSI FOR FOOTINGS AND GRADE BEAMS OF THREE STORY AND TALLER STRUCTURES) UNLESS OTHERWISE NOTED. 9.SPECIAL INSPECTION IS REQUIRED ON CONCRETE WORK WHERE THE SPECIFIED ULTIMATE COMPRESSIVE DESIGN STRENGTH EXCEEDS 2500 PSI. 10.REFER TO REQUIREMENTS IN ACI 318-14 TABLES 19.3.1.1, 19.3.2.1, & 19.3.3.1 FOR CONCRETE EXPOSED TO FROST, DEICING CHEMICALS, SULFATE, CORROSION, OR OTHER SPECIAL EXPOSURE CONDITIONS. 11.FORMS SHALL BE REMOVED IN SUCH A MANNER AS NOT TO IMPAIR SAFETY AND SERVICEABILITY OF THE STRUCTURE. CONCRETE TO BE EXPOSED BY FORM REMOVAL SHALL HAVE SUFFICIENT STRENGTH NOT TO BE DAMAGED BY REMOVAL OF FORMS. C:SUBGRADE AND FOUNDATION 1.THE FOUNDATION DESIGN IS BASED UPON THE GEOTECHNICAL REPORT REFERENCED IN THE DESIGN CRITERIA SECTION OF THIS SHEET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL REQUIREMENTS SET FORTH BY THE REFERENCED GEOTECHNICAL REPORT AND MAINTAIN A COPY ON THE JOB SITE AT ALL TIMES. 2.THE GEOTECHNICAL REPORT IN ITS ENTIRETY SHALL BE MADE A PART OF THE CONTRACT DOCUMENTS. 3.THE ENGINEER OF RECORD SHALL BE INFORMED OF ANY CHANGES IN DESIGN CRITERIA MADE BY THE SOIL ENGINEER IN THE COURSE OF CONSTRUCTION. 4.ALL FOOTINGS AND SLABS SHALL BE FOUNDED ON COMPACTED FILL APPROVED BY THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL PROVIDE BUILDING INSPECTOR WITH COMPACTION REPORTS AND WRITTEN APPROVAL OF COMPACTED FILL FROM THE GEOTECHNICAL ENGINEER FOR ALL REQUIRED FILL. 5.ALL COMPACTED FILL SHALL BE PLACED IN AN APPROVED MANNER WITH A MINIMUM RELATIVE COMPACTION OF 90% IN ACCORDANCE WITH ASTM D-1557. 6.THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE ALL FOUNDATION EXCAVATIONS, FILLING, BACK FILLING, AND BUILDING PADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING NECESSARY TO SUPPORT CUT AND/OR FILL SECTIONS DURING EXCAVATION, AND SHORING FOR FORMING AND PLACEMENT OF CONCRETE. 7.THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE ALL FOUNDATION TRENCHES PRIOR TO CALLING FOR CITY FOUNDATION INSPECTION AND PLACING REINFORCING AND/OR CONCRETE. THE CONTRACTOR SHALL SUBMIT THE GEOTECHNICAL ENGINEER'S WRITTEN APPROVAL OF THE FOUNDATION TRENCHES TO THE CITY BUILDING INSPECTOR. 8.ALL RETAINING WALLS HAVE BEEN DESIGNED FOR A FREE DRAINING CONDITION. DESIGN OF THE DRAINAGE SYSTEM SHALL BE BY OTHERS AND SHALL MEET THE REQUIREMENTS OF THE SOILS REPORT. BACK FILL AGAINST WALLS SHALL BE PLACED EVENLY AGAINST BOTH SIDES OF WALLS UNTIL THE LOWER GRADE IS REACHED. BACKFILL SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO NOT CAUSE A SURCHARGE ON THE RETAINING WALL. 9.SOIL CORROSIVENESS SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. WHERE REQUIRED, MITIGATION MEASURES FOR CORROSIVE SOILS SHALL BE PROVIDED BY A GEOTECHNICAL ENGINEER, CORROSION ENGINEER, OR OTHER EXPERT IN THE MITIGATION MEASURES. E:CONCRETE MASONRY 1.ALL CONCRETE MASONRY MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CBC CHAPTER 21. 2.CONCRETE MASONRY UNITS SHALL CONFORM ASTM C-90. CONCRETE BRICK SHALL CONFORM TO ASTM C55, SPECIFICATIONS FOR CONCRETE BUILDING BRICK. 3.SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE. 4.CLEANOUTS REQUIRED AT THE BOTTOM OF ALL CELLS TO BE FILLED FOR POURS EXCEEDING 4 FEET IN HEIGHT. 5.MORTAR SHALL BE TYPE M OR S AS APPLICABLE AND CONFORMING WITH ASTM C270 AND SHALL BE PROPORTIONED PER ARTICLE 2.1 & 2.6A OF SPECIFICATION FOR MASONRY STRUCTURES (TMS 602-16/ACI 530.1-16/ASCE 6-16). 6.GROUT SHALL COMPLY WITH ARTICLE 2.2 & 2.6B OF TMS 602-16/ACI 530.1-16/ASCE 6-16 AND SHALL ATTAIN A MINIMUM COMPRESSION STRENGTH AT 28 DAYS OF 2000 PSI OR THE REQUIRED COMPRESSION, F'M, WHICHEVER IS GREATER. THE COMPRESSIVE STRENGTH OF GROUT SHALL BE DETERMINED IN ACCORDANCE WITH ASTM C-1019. 7.GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. 8.GRADE N CONCRETE BRICKS SHALL BE USED AS ARCHITECTURAL VENEER AND GRADE S CONCRETE BRICKS SHALL BE FOR GENERAL USE AND RESISTANCE TO FROST AND MOISTURE PENETRATION IS REQUIRED. N:WELDING 1.A WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1 SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. THE WPS SHALL INCLUDE THE WELDING PARAMETERS RECOMMENDED BY THE ELECTRODE MANUFACTURER. 2.WELDING OF STRUCTURAL STEEL SHALL CONFORM TO AWS D1.1 USING APPROVED E70XX ELECTRODES. 3.ALL WELDING SHALL BE PERFORMED BY AN EXPERIENCED, CERTIFIED WELDER FOR THE TYPE OF WELD BEING MADE. 4.TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE WELDING PROCESS, A HAND HELD CALIBRATED AMP AND VOLT METER SHALL BE USED BY THE FABRICATOR, ERECTOR, AND INSPECTOR. AMPERAGE AND VOLTAGE SHALL BE MEASURED NEAR THE ARC. TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE WITH THE APPROVED WELDING PROCEDURE SPECIFICATION. 5.WELD LENGTHS CALLED FOR ON THE PLANS ARE NET EFFECTIVE WELD LENGTHS. 6.ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A SPECIAL INSPECTOR QUALIFIED IN WELDING. FIELD WELDING SHALL BE INDICATED ON THE SHOP DRAWINGS. 7.ALL SHOP WELDING SHALL BE CONTINUOUSLY INSPECTED BY A SPECIAL INSPECTOR QUALIFIED IN WELDING UNLESS IT IS PERFORMED BY A LICENSED FABRICATOR APPROVED BY THE GOVERNING JURISDICTION. 8.SURFACES ON WHICH WELDS WILL BE DEPOSITED SHALL BE SMOOTH, UNIFORM, FREE FROM FINS, TEARS, CRACKS, AND OTHER DISCONTINUITIES WHICH WOULD ADVERSELY AFFECT THE STRENGTH, DUCTILITY, OR OTHER QUALITY OF THE WELD. 9.WELD SIZES NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS WITH SIZES BASED ON AISC TABLE J2.4. 10.GRIND SMOOTH ALL EXPOSED WELDS TO AN APPEARANCE ACCEPTABLE BY THE ARCHITECT. 11.PARTIAL AND FULL PENETRATION GROOVE WELDS SHALL HAVE NON-DESTRUCTIVE (ULTRASONIC OR RADIOGRAPHIC) TESTING PERFORMED. THE RATE OF TESTING SHALL BE 100% BUT MAY BE REDUCED AS ALLOWED BY AWSD1.1. 12.STRUCTURAL STEEL FRAMING MEMBERS SHALL BE SUPPORTED DURING FIELD WELDING. SUPPORTS SHALL REMAIN IN PLACE UNTIL STEEL TEMPERATURE HAS RETURNED TO AIR TEMPERATURE. 13.BOLTS, NUT, AND RODS SHALL NOT BE WELDED OR HEATED EXCEPT FOR A36 AND A307 AND THOSE ONLY WITH THE APPROVAL OF THE ENGINEER OF RECORD. 14.STRUCTURAL STEEL SHALL NOT BE TACK WELDED TO REINFORCEMENT IN ANY WAY. 15.FOR WELDING AT PRIMARY MEMBERS AND CONNECTIONS OF THE SEISMIC FORCE RESISTING SYSTEM (BRACED FRAMES, MOMENT FRAMES, DRAG CONNECTIONS, CHORD MEMBERS, ETC.) THE WELDING FILLER METAL SHALL HAVE CHARPY V-NOTCH (CVN) TOUGHNESS OF 20 FOOT POUNDS AT MINUS 20 DEGREES FAHRENHEIT AND 40 FOOT POUNDS AT 70 DEGREES FAHRENHEIT (E70T4 IS PROHIBITED). M:STRUCTURAL STEEL 1.ALL STRUCTURAL STEEL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION AND CODE OF STANDARD PRACTICE AND CHAPTER 22 OF THE BUILDING CODE. 2.STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING MATERIAL SPECIFICATIONS: WIDE FLANGE MEMBERS A-992 CONTINUITY, SHEAR, & DOUBLER PLATES A-572 HSS TUBES A-500, GRADE B STRUCTURAL PIPES A-53, TYPE E OR S, GRADE B ALL OTHER SHAPES A-36 HIGH STRENGTH BOLTS A-325, SLIP CRITICAL ANCHOR RODS F-1554, GRADE 36 TYPICAL BOLTS A-307 3.A-992 OR A-572 (GRADE 50) MATERIAL MAY BE SUBSTITUTED FOR A-36 MATERIAL AT CONTRACTOR'S OPTION. 4.STRUCTURAL STEEL DELIVERED TO THE JOB SITE SHALL BE FREE OF EXCESSIVE RUST, DIRT, GREASE, ETC. 5.ALL STEEL FABRICATION SHALL BE PERFORMED IN A SHOP APPROVED BY THE BUILDING DEPARTMENT. SHOP AND ERECTION DRAWINGS SHALL CONTAIN ALL INFORMATION NECESSARY TO ERECT ALL STRUCTURAL STEEL IN THE FIELD WITHOUT REFERRING TO THE STRUCTURAL DRAWINGS. 6.STUD ANCHORS SHALL BE NELSON STUD ANCHORS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE ½" STUD ANCHORS AT 32" O.C. AT ALL LOCATIONS WHERE ATTACHMENT OF ARCHITECTURAL FINISHES REQUIRES THE USE OF SUCH ANCHORS. 7.INSTALLATION AND INSPECTION OF HIGH STRENGTH BOLTS SHALL CONFORM TO THE REQUIREMENTS OF THE AISC SPECIFICATIONS FOR STRUCTURAL JOINTS. ASSEMBLE WITH HARDENED WASHERS UNDER THE NUT OR BOLT HEAD, WHICHEVER IS THE ELEMENT USED IN TIGHTENING. CONTACT FACES AT CONNECTIONS WHERE HIGH STRENGTH BOLTS ARE USED SHALL BE FREE OF ALL DEBRIS OR OTHER MATERIALS WHICH PREVENT A SOLID CONNECTION. 8.ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL APPEARANCE AND TOLERANCE REQUIREMENTS. GRIND SMOOTH ALL EXPOSED WELDS TO AN APPEARANCE ACCEPTABLE BY THE ARCHITECT. REMOVE ALL TEMPORARY ERECTION CLIPS. 9.ALL STEEL SHALL BE PROTECTED AGAINST RUST EITHER BY PERMANENT ENCASEMENT, RUST INHIBITIVE PRIMER, HOT DIP GALVANIZATION, ETC. BASED ON THE EXPECTED EXPOSURE AND RISK OF DETERIORATION. 10.PENETRATIONS OR OPENINGS SHALL NOT BE MADE IN STEEL MEMBERS UNLESS SHOWN ON APPROVED STRUCTURAL PLANS. STEEL MEMBERS SHALL BE SHORED WHEN PERMISSIBLE HOLES ARE CUT WITH A TORCH AFTER STEEL IS ERECTED. SUPPORTS SHALL REMAIN IN PLACE UNTIL STEEL TEMPERATURE HAS RETURNED TO AIR TEMPERATURE. 11.STRUCTURAL STEEL SHALL BE PROTECTED AS REQUIRED CHAPTER 7 OF THE CBC AS DETERMINED BY THE ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR FIRE PROTECTION REQUIREMENTS. 12.ALL EXPOSED ENDS OF STEEL MEMBERS SHALL BE CAPPED WITH A ¼" CAP PLATE UNLESS NOTED OTHERWISE PER THE ARCHITECTURAL DRAWINGS. 13.LIGHT GAGE COLD FORMED STEEL MEMBERS SHALL CONFORM TO ASTM A-441. 14.ALL GROUT UNDER BASE PLATES SHALL BE SOLID DRY PACK OR NON-SHRINK GROUT PLACED AS DIRECTED BY THE MANUFACTURER AND BE OF COMPRESSIVE STRENGTH EQUAL TO OR GREATER THAN THE CONCRETE OR MASONRY SUPPORTING IT (4000 PSI MIN). DEFERRED SUBMITTAL 1.PREFABRICATED WOOD TRUSSES SHALL BE A DEFERRED SUBMITTAL AND THE EOR SHALL REVIEW AND SIGN TRUSS LAYOUT FOR CONFORMANCE TO STRUCTURAL PLANS. JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: 3 U N I T M U L T I F A M I L Y R E S I D E N T I A L S 70 9 S . 2 N D A V E N U E AR C A D I A , C A 9 1 0 0 7 22144 JL JL 01/16/2023 1 PLAN CHECK COMMENTS 05/10/2023 JL JKLSTRUCTURAL@GMAIL.COM (626)524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. SD0 ST R U C T U R A L S P E C I F I C A T I O N S FOUNDATION PLAN JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: 3 U N I T M U L T I F A M I L Y R E S I D E N T I A L S 70 9 S . 2 N D A V E N U E AR C A D I A , C A 9 1 0 0 7 22144 JL JL 01/16/2023 1 PLAN CHECK COMMENTS 05/10/2023 JL JKLSTRUCTURAL@GMAIL.COM (626)524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. S1 FO U N D A T I O N P L A N 4x 4 HTT 4 SD1 1 SLAB ON GRADE. SEE SCHEDULE. EDGE OF FOOTING BELOW. SEE SCHEDULE. SLAB EDGE OR CHANGE IN ELEVATION. 4. DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN INDICATES POST SIZE AND SIMPSON HOLDOWN ANCHOR OR STRAP. INSTALL HOLDOWN ANCHOR PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL CALLOUT 1/SD4 AND 8/SD1. SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE AND LENGTH. SEE TO SHEAR SCHEDULE (BELOW), ANCHOR BOLT SCHEDULE (FND PLAN), AND DETAIL CALLOUT 12/SD2 FOR MORE INFORMATION. DETAIL NUMBER SHEET NUMBER 2. 1. (SEE DETAILS ON SD1) 4" MIN SLAB THICKNESS 15 X 15 30" SQ MIN. X 24" D MIN. 15 X 18 AT SLAB CENTERLINE GRADE BM. SLAB ON GRADE*#4 @ 16" O.C. EACH WAY ISOLATED PAD DESCRIPTION INT. CONT. #5 @ 12" O.C. EACH WAY W x D (INCHES)REBAR REQUIREMENT 2-#4 TOP AND BOTTOM EXT. CONT.15 X 18 2-#4 TOP AND BOTTOM TIE BEAM 2-#4 TOP AND BOTTOM *PER THE GEOTECHNICAL REPORT, CONCRETE SLABS IN MOISTURE SENSITIVE AREAS SHOULD BE UNDERLAIN WITH A VAPOR BARRIER CONSISTING OF 6 MIL VAPOR BARRIER WITH ALL LAPS SEALED, AND A MINIMUM OF 2" SAND OVER THE MEMBRANE. IF CONCRETE IS TO BE POURED DIRECTLY ON THE VAPOR BARRIER, MINIMUM CONCRETE f'c SHALL BE 4500 psi. ALL SUBGRADE AND FOUNDATION RECOMMENDATIONS SHALL BE CONFIRMED WITH THE FINAL GEOTECHNICAL REPORT. 16 5/8 0.2290.2290.2290.2290.229 33333 16 5/8 SHEAR NO 2 3/16 SQUARE SIZE (INCHES) THICKNESS (INCHES) PLATE WASHER 2x2x 2424 5/85/85/8 2x2x2xMUD SILL SHEAR WALL DESIGNATION CONSTRUCTION BOLT DIAMETER (INCHES) SPACING (INCHES O.C.) 1/2 48 32 2x FOOTNOTES FOOTNOTES: A.FOR INTERIOR NON-SHEAR WALLS, SHOT PINS MAY BE USED IN LIEU OF ANCHOR BOLTS. USE 0.145" SHOT PINS @ 24" O.C. MIN. WITH MIN. 1.25" PENETRATION INTO CONCRETE (ICC-ES REPORT #2379). B.THE HOLE IN 3" SQUARE PLATE WASHERS FOR ANCHOR BOLTS MAY BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 316" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 134", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. C.SQUARE PLATE WASHERS SHALL EXTEND TO WITHIN 12" OF THE EDGE OF THE SILL PLATE ON SHEATHING SIDE. D.STANDARD CUT WASHERS ARE PERMITTED PER ANSI / AF AND PA SDPWS - 2015 TABLE A2. E.ALL FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD. FIELD-CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE FIELD-TREATED PER AWPA M4. THE SPECIFIED FOOTING EMBEDMENT DEPTH, D, SHALL BE MEASURED FROM THE LOWEST ADJACENT FINAL COMPACTED OR NATURAL GRADE WITHIN 5' OF THE BUILDING FOOTPRINT. SLOPES OF ADJACENT AREAS SHALL BE CONSIDERED WHEN DETERMINING THIS MINIMUM EMBEDMENT DEPTH REQUIREMENT. 1.THE NOTES ON SHEET SD0, THE TYPICAL STRUCTURAL DETAILS ON ALL SHEETS, AND THE FOLLOWING NOTES SHALL APPLY TO ALL FOUNDATION CONSTRUCTION. 2.ALL FOUNDATION RECOMMENDATIONS ARE BASED ON THE SOILS REPORT LISTED ON SHEET SD0. IF THE REPORT'S RECOMMENDATIONS ARE MODIFIED IN ANY WAY, THE ENGINEER OF RECORD AND THE ARCHITECT SHALL BE NOTIFIED. 3.THE REQUIREMENTS OF THE SOILS REPORT SHALL GOVERN IF THEY ARE MORE STRINGENT THAN THE REQUIREMENTS OF THESE PLANS. 4.FOUNDATION PLANS AND DETAILS SHALL BE REVIEWED AND STAMPED BY GEOTECHNICAL ENGINEER OF RECORD. 5.FOUNDATION SHALL BE EXAMINED AND CERTIFIED IN WRITING BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF CONCRETE OR INSPECTION BY THE LOCAL JURISDICTION. 6.ALL FOUNDATION HARDWARE AND REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO FOUNDATION INSPECTION AND CONCRETE POUR. 7.GARAGE SHALL BE SLOPED TO DRAIN PER ARCHITECTURAL PLANS. 8.CRACK CONTROL JOINTS (SAWCUTS) ARE RECOMMENDED AT 15' O.C. MAX IN EACH DIRECTION FOR CONVENTIONAL CONCRETE SLABS. ADDITIONAL JOINTS MAY BE ADDED IN ACCORDANCE WITH GOOD CONSTRUCTION PRACTICES AND CONTRACTOR EXPERIENCE. 9.PLUMBING SHALL NOT BE INSTALLED IN SHEAR WALLS. 10.ALL PAVING, FLAT WORK, PLANTERS, AND GRADE ADJACENT TO THE BUILDING SHALL SLOPE AWAY FROM THE BUILDING. FOUNDATION NOTES FOUNDATION LEGEND FOOTING & SLAB SCHEDULE ANCHOR BOLT SCHEDULE TYPICAL FOUNDATION DETAILS, UNO DESCRIPTION DETAIL EXTERIOR FOOTING SD1 1 INTERIOR FOOTING SD1 2 HOLD DOWN ANCHOR SD1 8 ANCHOR BOLTS SD1 14 DESCRIPTION DETAIL 3. 8'-0" 4 GARAGE CURB FOOTING SD1 5 6 4 3 2 1 INTERIOR PAD FOOTING SD1 3 EXTERIOR PAD FOOTING SD1 4 REFER TO GRADING PLANS FOR LOCATIONS OF DEEPENED FOOTINGS IF OCCURS. DEEPENED FOOTINGS SHALL BE CONSTRUCTED PER DETAIL 1/SD1, UNO. CONTACT JKL IF DEEPER FOOTINGS ARE NEEDED. 15 X 18 2-#4 TOP AND BOTTOM B,C,EA,D,E B,C,E B,C,E B,C,E B,C,E SECOND FLOOR FRAMING PLAN JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: 3 U N I T M U L T I F A M I L Y R E S I D E N T I A L S 70 9 S . 2 N D A V E N U E AR C A D I A , C A 9 1 0 0 7 22144 JL JL 01/16/2023 1 PLAN CHECK COMMENTS 05/10/2023 JL JKLSTRUCTURAL@GMAIL.COM (626)524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. S2 SE C O N D F L O O R F R A M I N G P L A N 7"32"10"13"17"26"LTP5 RIM (EXTERIOR OR INTERIOR) BLOCKING (INTERIOR) 8"48"11"15"19"28"LTP4 2" 9" 2" FOOTNOTES: A.FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER (ALTERNATIVELY, 2-2X STUDS MAY BE USED IF THEY ARE STITCHNAILED TOGETHER AT SHEAR WALL EDGE NAILING) B.APA STRUCT 1 RATED SHEATHING C.PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS OF THE SHEAR WALL PER 1705.12.2, EXCEPT FOR WHERE THE FASTENER SPACING OF THE SHEATHING IS EQUAL TO OR MORE THAN 4" ON CENTER AND OCCUPANCIES IN GROUP R-3 AND OCCUPANCIES IN GROUP U THAT ARE ACCESSORY TO A RESIDENTIAL OCCUPANCY, INCLUDING BUT NOT LIMITED TO THOSE LISTED IN SECTION 312.1 GENERAL NOTES: 1.ALL NAILING SHALL BE STAGGERED WHERE SPACING IS 4" OR LESS ON CENTER. 2.ALL FIELD NAILING SHALL BE 12" O.C. 3.USE THE "NON-SHEAR" CONNECTOR SCHEDULE AT ALL NON-SHEAR WALLS. 4.ALL SHEATHING EDGES SHALL BE BLOCKED. 5.NAILS SHALL BE PLACED NOT LESS THAN 12" EDGE DISTANCE FROM PANEL EDGES AND 38" FROM THE EDGE OF THE CONNECTING MEMBERS. 3/8"3/8"3/8" A,C 10d AT 2" 15/32" 870 A,B,C 2x/2x 640490380260N/AWALL CAPACITY (PLF) -A,CA,CFOOTNOTES 8" 32" 8" 2x/2x N/A N/A SHEAR NON- 6"4"3"2" 12"15"20"30" 8d AT 2" 2" 2x/2x 8d AT 3" 3" 2x/2x 8d AT 4" 4" 2x/2x2x/2x 6" 8d AT 6" 3/8" MUD SILL / UPPER FLOOR SOLE (COMMON NAILS) APA RATED SHEATHING A35 16d 12d CONSTRUCTION MIN. MEMBER ABOVE & BELOW WALL CONNECTOR SPACING (O.C.) SHEAR SCHEDULE - 2019 CBC (CUSTOM HOME) 1/4" SDWS SCREWS W/ 1.75"20"13"10"8"-6" CONTINUOUS JOIST (INTERIOR) RBC 20"13 10"8"29"6" BOUNDARY / EDGE NAILING FRAMING LEGEND FRAMING NOTES 1.THE SPECIFICATIONS AND NOTES ON SHEET SD0, THE TYPICAL STRUCTURAL DETAILS ON ALL SHEETS, AND THE FOLLOWING NOTES APPLY ALL STRUCTURAL FRAMING. 2.FLOOR FRAMING SHALL BE PER DETAIL 2/SD2 AND 3/SD2. 3.WALL FRAMING SHALL BE PER DETAIL 12/SD2. 4.WALLS SHALL BE FRAMED WITH CONTINUOUS STUDS FROM THE FLOOR TO THE BOTTOM OF ROOF RAFTERS/ROOF TRUSSES AT ALL SHEAR OR BEARING WALLS. 5.SHEAR PANEL MAY BE INSTALLED AT EITHER FACE OF WALL AS LONG AS MINIMUM LENGTHS AND MAXIMUM OPENINGS SIZES ARE MAINTAINED. 6.CARRY ALL BEARING MULTIPLE STUDS OR POSTS FROM UPPER LEVELS DOWN TO FIRST FLOOR OR BEAM BELOW. INSTALL SQUASH BLOCK AT THE INTERMEDIATE FLOOR LEVEL TO AT MINIMUM MATCH THE SIZE OF THE STUDS OR POSTS ABOVE. 7.SHEAR WALLS CAN NOT BE USED AS PLUMBING WALLS UNLESS APPROVED BY JKL ENGINEERING IN WRITING. 8.HOLES IN I-JOISTS SHALL NOT EXCEED THOSE ALLOWED BY JOIST MANUFACTURER. NOTCHES AND HOLES IN PLATES AND 2X JOISTS SHALL NOT EXCEED THOSE SHOWN IN DETAIL 12/SD2. 9.ALTERNATE PRODUCTS MAY BE USED IN LIEU OF SPECIFIED SIMPSON HARDWARE AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER, SUBJECT TO WRITTEN APPROVAL BY JKL ENGINEERING. 10.SHEATHING NAILING AND INSTALLATION SHALL NOT BE COVERED PRIOR TO STRUCTURAL OBSERVATION BY JKL ENGINEERING AND INSPECTION BY THE BUILDING DEPARTMENT. 11.FOR HORIZONTAL CS STRAPS INSTALLED OVER BLOCKING (2X OR I-JOIST), 10D NAILS MAY BE INSTALLED IN EVERY OTHER HOLE EXCEPT WHERE THERE IS INSUFFICIENT END LENGTH. 12.CONTINUOUS 134" LSL RIM BOARDS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE EVER POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICE WITH MINIMUM MSTA36 PER 2/SD4, U.N.O. 13."DROP" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM FLUSH WITH THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 14."FLUSH" / "BOTTOM FLUSH" BEAMS SHALL BE INSTALLED WITH THE BOTTOM OF BEAM DIRECTLY OVER THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 15."TOP FLUSH" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM DIRECTLY BELOW THE SHEATHING. SUPPORT PER DETAIL 10/SD2 AND STRAP WITH MSTA36 (U.N.O.) AT SIDE OF BEAM (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 16."CEILING" BEAMS OR "CB" SHALL BE INSTALLED PER "FLUSH" BEAMS AS NOTED ABOVE. 17.FRAMING FOR PERIMETER FIREPLACE FLUES SHALL BE A MINIMUM OF 2X4 STUDS AT 16" O.C. BRACED AT MID HEIGHT AND AT FLOOR AND ROOF LEVELS. MAXIMUM UNBRACED LENGTH OF STUDS SHALL BE 14' (7' FOR CANTILEVERS). 18.ALL MULTIPLE 2X MEMBERS SHALL BE LAMINATED WITH 16D NAILS AT 12" O.C. (ONE ROW FOR UP TO 2X6 MEMBERS, 2 ROWS FOR UP TO 2X10 MEMBERS, 3 ROWS FOR UP TO 2X14 MEMBERS), UNLESS NOTED OTHERWISE. 19.ALL FLUSH AND TOP FLUSH BEAMS SHALL BE BOUNDARY NAILED AND HAVE MINIMUM 2-2X SUPPORTS U.N.O. 6 4 3 2 1 1.25"LSL1.25"LSLTJI 210 1.25" LSL1.25"LSL 1.25"LSL1.25"LSL1.25"LSL1.25"LSL 1.25" LSLTJI 210 TJI 210 TJI 210 TJI 210 1.25"LSL 1.25"LSLTJI 210 1.25" LSL MIN PENETRATION INTO RIM 4x4 HT T 4 SD1 1 INDICATES POST AND SIMPSON HOLDOWN ANCHOR/STRAP. INSTALL HOLDOWN ANCHOR PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL SECTION 1/SD4 AND 8/SD1. SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE, LOCATION, AND LENGTH OF SHEAR PANEL. REFER TO DETAIL 12/SD2, SHEAR SCHEDULE AND ANCHOR BOLT SCHEDULE FOR MORE INFORMATION.6. 5. FJ - INDICATES 14" TJI 210 SERIES FLOOR JOISTS AT 16" MAX, U.N.O. DJ - INDICATES 2 X 12 DF-L #2 DECK JOISTS AT 16" O.C., U.N.O. (MAX SPAN = 14') RT - DESIGNED ROOF TRUSSES BY OTHERS AT 24" O.C. JT - DESIGNED JACK TRUSSES BY OTHERS AT 24" O.C. 4. CANT. **2. 1.** 3. PSL -INDICATES 2.0E PARALLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN LSL - INDICATES 134 1.55E TIMBERSTRAND BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN U.N.O. ML - INDICATES 1.9E MICROLLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN **INDICATES FRAMING MEMBER AS DEFINED BELOW 7. 8. POST ABOVE9. INDICATES CANTILEVERED MEMBER AS DEFINED ABOVE. INDICATES HANGING CONDITION AT JOISTS/RAFTERS/TRUSSES. SEE SD0 FOR HANGER U.N.O. INDICATES BEARING CONDITION AT JOISTS/RAFTERS/TRUSSES INDICATES FRAMING MEMBER AS DEFINED BELOW. DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN DETAIL NUMBER SHEET NUMBER 8'-0" 4 KEY NOTES INSTALL VERTICAL MSTA24 U.N.O. FROM BEAM / HEADER / RIM ABOVE TO POST / TRIMMER BELOW. BLOCK ROOF DIAPHRAGM W/ 8d AT 4" O.C. OR FLOOR DIAPHRAGM W/ 10d AT 4" O.C. PER 9/SD2. ALIGN FRAMING MEMBER WITH POST / TRIMMER / BEAM ABOVE OR BELOW. INSTALL PLUMBING / A/C / ELECTRICAL LINES THROUGH SOFFIT / CHASE / NON-STRUCTURAL WALL AND DO NOT PENETRATE TOP PLATES. ALIGN WITH POST / KING POST / TRIMMER ABOVE / BELOW. MATCH W/ ABOVE U.N.O. PROVIDE FULL DEPTH BLOCKING TO MATCH WIDTH OF POST ABOVE. STITCH NAIL 2X MEMBER WITH 16d PER SHEAR SCHEDULE TO ADJACENT POST/2X STUD. INSTALL 13'-0" LONG CS14 WRAPPED AROUND CHIMNEY OVER 2X BLOCKING AND 3'-0" ONTO SIDE OF ALIGNED BEAM EACH SIDE. INSTALL VERTICAL TWIST STRAP PER PLAN (HTS24 MIN) FROM BEAM / HEADER TO POST / TRIMMER / KING POST. INSTALL ADDITIONAL VERTICAL ST6224 TO MATCH NUMBER OF TWIST STRAPS TO HEADER / BEAM / POST BELOW WHERE OCCURS. INSTALL HOLD DOWN ON THIS SIDE OF POST. TYPICAL FRAMING DETAILS, UNO DESCRIPTION DETAIL FLOOR FRAMING AT SHEAR SD2 2 FRAMING AT NON-BRG WALL SD2 3 STRUCTURAL WALL FRAMING SD2 12 HOLD DOWN CONNECTIONS SD4 1 DESCRIPTION DETAIL POST AND BEAM CONNECTION SD2 10 DRAG STRAPS SD4 9 TYPICAL STAIR FRAMING SD2 4 TYPICAL TOP PLATE SPLICE SD2 5 AND BEARING WALLS THIRD FLOOR FRAMING PLAN JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: 3 U N I T M U L T I F A M I L Y R E S I D E N T I A L S 70 9 S . 2 N D A V E N U E AR C A D I A , C A 9 1 0 0 7 22144 JL JL 01/16/2023 1 PLAN CHECK COMMENTS 05/10/2023 JL JKLSTRUCTURAL@GMAIL.COM (626)524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. S3 TH I R D F L O O R F R A M I N G P L A N 7"32"10"13"17"26"LTP5 RIM (EXTERIOR OR INTERIOR) BLOCKING (INTERIOR) 8"48"11"15"19"28"LTP4 2" 9" 2" FOOTNOTES: A.FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER (ALTERNATIVELY, 2-2X STUDS MAY BE USED IF THEY ARE STITCHNAILED TOGETHER AT SHEAR WALL EDGE NAILING) B.APA STRUCT 1 RATED SHEATHING C.PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS OF THE SHEAR WALL PER 1705.12.2, EXCEPT FOR WHERE THE FASTENER SPACING OF THE SHEATHING IS EQUAL TO OR MORE THAN 4" ON CENTER AND OCCUPANCIES IN GROUP R-3 AND OCCUPANCIES IN GROUP U THAT ARE ACCESSORY TO A RESIDENTIAL OCCUPANCY, INCLUDING BUT NOT LIMITED TO THOSE LISTED IN SECTION 312.1 GENERAL NOTES: 1.ALL NAILING SHALL BE STAGGERED WHERE SPACING IS 4" OR LESS ON CENTER. 2.ALL FIELD NAILING SHALL BE 12" O.C. 3.USE THE "NON-SHEAR" CONNECTOR SCHEDULE AT ALL NON-SHEAR WALLS. 4.ALL SHEATHING EDGES SHALL BE BLOCKED. 5.NAILS SHALL BE PLACED NOT LESS THAN 12" EDGE DISTANCE FROM PANEL EDGES AND 38" FROM THE EDGE OF THE CONNECTING MEMBERS. 3/8"3/8"3/8" A,C 10d AT 2" 15/32" 870 A,B,C 2x/2x 640490380260N/AWALL CAPACITY (PLF) -A,CA,CFOOTNOTES 8" 32" 8" 2x/2x N/A N/A SHEAR NON- 6"4"3"2" 12"15"20"30" 8d AT 2" 2" 2x/2x 8d AT 3" 3" 2x/2x 8d AT 4" 4" 2x/2x2x/2x 6" 8d AT 6" 3/8" MUD SILL / UPPER FLOOR SOLE (COMMON NAILS) APA RATED SHEATHING A35 16d 12d CONSTRUCTION MIN. MEMBER ABOVE & BELOW WALL CONNECTOR SPACING (O.C.) SHEAR SCHEDULE - 2019 CBC (CUSTOM HOME) 1/4" SDWS SCREWS W/ 1.75"20"13"10"8"-6" CONTINUOUS JOIST (INTERIOR) RBC 20"13 10"8"29"6" BOUNDARY / EDGE NAILING FRAMING LEGEND FRAMING NOTES 1.THE SPECIFICATIONS AND NOTES ON SHEET SD0, THE TYPICAL STRUCTURAL DETAILS ON ALL SHEETS, AND THE FOLLOWING NOTES APPLY ALL STRUCTURAL FRAMING. 2.FLOOR FRAMING SHALL BE PER DETAIL 2/SD2 AND 3/SD2. 3.WALL FRAMING SHALL BE PER DETAIL 12/SD2. 4.WALLS SHALL BE FRAMED WITH CONTINUOUS STUDS FROM THE FLOOR TO THE BOTTOM OF ROOF RAFTERS/ROOF TRUSSES AT ALL SHEAR OR BEARING WALLS. 5.SHEAR PANEL MAY BE INSTALLED AT EITHER FACE OF WALL AS LONG AS MINIMUM LENGTHS AND MAXIMUM OPENINGS SIZES ARE MAINTAINED. 6.CARRY ALL BEARING MULTIPLE STUDS OR POSTS FROM UPPER LEVELS DOWN TO FIRST FLOOR OR BEAM BELOW. INSTALL SQUASH BLOCK AT THE INTERMEDIATE FLOOR LEVEL TO AT MINIMUM MATCH THE SIZE OF THE STUDS OR POSTS ABOVE. 7.SHEAR WALLS CAN NOT BE USED AS PLUMBING WALLS UNLESS APPROVED BY JKL ENGINEERING IN WRITING. 8.HOLES IN I-JOISTS SHALL NOT EXCEED THOSE ALLOWED BY JOIST MANUFACTURER. NOTCHES AND HOLES IN PLATES AND 2X JOISTS SHALL NOT EXCEED THOSE SHOWN IN DETAIL 12/SD2. 9.ALTERNATE PRODUCTS MAY BE USED IN LIEU OF SPECIFIED SIMPSON HARDWARE AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER, SUBJECT TO WRITTEN APPROVAL BY JKL ENGINEERING. 10.SHEATHING NAILING AND INSTALLATION SHALL NOT BE COVERED PRIOR TO STRUCTURAL OBSERVATION BY JKL ENGINEERING AND INSPECTION BY THE BUILDING DEPARTMENT. 11.FOR HORIZONTAL CS STRAPS INSTALLED OVER BLOCKING (2X OR I-JOIST), 10D NAILS MAY BE INSTALLED IN EVERY OTHER HOLE EXCEPT WHERE THERE IS INSUFFICIENT END LENGTH. 12.CONTINUOUS 134" LSL RIM BOARDS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE EVER POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICE WITH MINIMUM MSTA36 PER 2/SD4, U.N.O. 13."DROP" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM FLUSH WITH THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 14."FLUSH" / "BOTTOM FLUSH" BEAMS SHALL BE INSTALLED WITH THE BOTTOM OF BEAM DIRECTLY OVER THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 15."TOP FLUSH" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM DIRECTLY BELOW THE SHEATHING. SUPPORT PER DETAIL 10/SD2 AND STRAP WITH MSTA36 (U.N.O.) AT SIDE OF BEAM (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 16."CEILING" BEAMS OR "CB" SHALL BE INSTALLED PER "FLUSH" BEAMS AS NOTED ABOVE. 17.FRAMING FOR PERIMETER FIREPLACE FLUES SHALL BE A MINIMUM OF 2X4 STUDS AT 16" O.C. BRACED AT MID HEIGHT AND AT FLOOR AND ROOF LEVELS. MAXIMUM UNBRACED LENGTH OF STUDS SHALL BE 14' (7' FOR CANTILEVERS). 18.ALL MULTIPLE 2X MEMBERS SHALL BE LAMINATED WITH 16D NAILS AT 12" O.C. (ONE ROW FOR UP TO 2X6 MEMBERS, 2 ROWS FOR UP TO 2X10 MEMBERS, 3 ROWS FOR UP TO 2X14 MEMBERS), UNLESS NOTED OTHERWISE. 19.ALL FLUSH AND TOP FLUSH BEAMS SHALL BE BOUNDARY NAILED AND HAVE MINIMUM 2-2X SUPPORTS U.N.O. 6 4 3 2 1 1.25"LSL1.25"LSLTJI 210 1.25" LSL1.25"LSL 1.25"LSL1.25"LSL1.25"LSL1.25"LSL 1.25" LSLTJI 210 TJI 210 TJI 210 TJI 210 1.25"LSL 1.25"LSLTJI 210 1.25" LSL MIN PENETRATION INTO RIM 4x4 HT T 4 SD1 1 INDICATES POST AND SIMPSON HOLDOWN ANCHOR/STRAP. INSTALL HOLDOWN ANCHOR PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL SECTION 1/SD4 AND 8/SD1. SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE, LOCATION, AND LENGTH OF SHEAR PANEL. REFER TO DETAIL 12/SD2, SHEAR SCHEDULE AND ANCHOR BOLT SCHEDULE FOR MORE INFORMATION.6. 5. FJ - INDICATES 14" TJI 210 SERIES FLOOR JOISTS AT 16" MAX, U.N.O. DJ - INDICATES 2 X 12 DF-L #2 DECK JOISTS AT 16" O.C., U.N.O. (MAX SPAN = 14') RT - DESIGNED ROOF TRUSSES BY OTHERS AT 24" O.C. JT - DESIGNED JACK TRUSSES BY OTHERS AT 24" O.C. 4. CANT. **2. 1.** 3. PSL -INDICATES 2.0E PARALLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN LSL - INDICATES 134 1.55E TIMBERSTRAND BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN U.N.O. ML - INDICATES 1.9E MICROLLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN **INDICATES FRAMING MEMBER AS DEFINED BELOW 7. 8. POST ABOVE9. INDICATES CANTILEVERED MEMBER AS DEFINED ABOVE. INDICATES HANGING CONDITION AT JOISTS/RAFTERS/TRUSSES. SEE SD0 FOR HANGER U.N.O. INDICATES BEARING CONDITION AT JOISTS/RAFTERS/TRUSSES INDICATES FRAMING MEMBER AS DEFINED BELOW. DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN DETAIL NUMBER SHEET NUMBER 8'-0" 4 KEY NOTES INSTALL VERTICAL MSTA24 U.N.O. FROM BEAM / HEADER / RIM ABOVE TO POST / TRIMMER BELOW. BLOCK ROOF DIAPHRAGM W/ 8d AT 4" O.C. OR FLOOR DIAPHRAGM W/ 10d AT 4" O.C. PER 9/SD2. ALIGN FRAMING MEMBER WITH POST / TRIMMER / BEAM ABOVE OR BELOW. INSTALL PLUMBING / A/C / ELECTRICAL LINES THROUGH SOFFIT / CHASE / NON-STRUCTURAL WALL AND DO NOT PENETRATE TOP PLATES. ALIGN WITH POST / KING POST / TRIMMER ABOVE / BELOW. MATCH W/ ABOVE U.N.O. PROVIDE FULL DEPTH BLOCKING TO MATCH WIDTH OF POST ABOVE. STITCH NAIL 2X MEMBER WITH 16d PER SHEAR SCHEDULE TO ADJACENT POST/2X STUD. INSTALL 13'-0" LONG CS14 WRAPPED AROUND CHIMNEY OVER 2X BLOCKING AND 3'-0" ONTO SIDE OF ALIGNED BEAM EACH SIDE. INSTALL VERTICAL TWIST STRAP PER PLAN (HTS24 MIN) FROM BEAM / HEADER TO POST / TRIMMER / KING POST. INSTALL ADDITIONAL VERTICAL ST6224 TO MATCH NUMBER OF TWIST STRAPS TO HEADER / BEAM / POST BELOW WHERE OCCURS. INSTALL HOLD DOWN ON THIS SIDE OF POST. TYPICAL FRAMING DETAILS, UNO DESCRIPTION DETAIL FLOOR FRAMING AT SHEAR SD2 2 FRAMING AT NON-BRG WALL SD2 3 STRUCTURAL WALL FRAMING SD2 12 HOLD DOWN CONNECTIONS SD4 1 DESCRIPTION DETAIL POST AND BEAM CONNECTION SD2 10 DRAG STRAPS SD4 9 TYPICAL STAIR FRAMING SD2 4 TYPICAL TOP PLATE SPLICE SD2 5 AND BEARING WALLS ROOF FRAMING PLAN 1 2 3 4 JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: 3 U N I T M U L T I F A M I L Y R E S I D E N T I A L S 70 9 S . 2 N D A V E N U E AR C A D I A , C A 9 1 0 0 7 22144 JL JL 01/16/2023 1 PLAN CHECK COMMENTS 05/10/2023 JL JKLSTRUCTURAL@GMAIL.COM (626)524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. S4 RO O F F R A M I N G P L A N 7"32"10"13"17"26"LTP5 RIM (EXTERIOR OR INTERIOR) BLOCKING (INTERIOR) 8"48"11"15"19"28"LTP4 2" 9" 2" FOOTNOTES: A.FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER (ALTERNATIVELY, 2-2X STUDS MAY BE USED IF THEY ARE STITCHNAILED TOGETHER AT SHEAR WALL EDGE NAILING) B.APA STRUCT 1 RATED SHEATHING C.PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS OF THE SHEAR WALL PER 1705.12.2, EXCEPT FOR WHERE THE FASTENER SPACING OF THE SHEATHING IS EQUAL TO OR MORE THAN 4" ON CENTER AND OCCUPANCIES IN GROUP R-3 AND OCCUPANCIES IN GROUP U THAT ARE ACCESSORY TO A RESIDENTIAL OCCUPANCY, INCLUDING BUT NOT LIMITED TO THOSE LISTED IN SECTION 312.1 GENERAL NOTES: 1.ALL NAILING SHALL BE STAGGERED WHERE SPACING IS 4" OR LESS ON CENTER. 2.ALL FIELD NAILING SHALL BE 12" O.C. 3.USE THE "NON-SHEAR" CONNECTOR SCHEDULE AT ALL NON-SHEAR WALLS. 4.ALL SHEATHING EDGES SHALL BE BLOCKED. 5.NAILS SHALL BE PLACED NOT LESS THAN 12" EDGE DISTANCE FROM PANEL EDGES AND 38" FROM THE EDGE OF THE CONNECTING MEMBERS. 3/8"3/8"3/8" A,C 10d AT 2" 15/32" 870 A,B,C 2x/2x 640490380260N/AWALL CAPACITY (PLF) -A,CA,CFOOTNOTES 8" 32" 8" 2x/2x N/A N/A SHEAR NON- 6"4"3"2" 12"15"20"30" 8d AT 2" 2" 2x/2x 8d AT 3" 3" 2x/2x 8d AT 4" 4" 2x/2x2x/2x 6" 8d AT 6" 3/8" MUD SILL / UPPER FLOOR SOLE (COMMON NAILS) APA RATED SHEATHING A35 16d 12d CONSTRUCTION MIN. MEMBER ABOVE & BELOW WALL CONNECTOR SPACING (O.C.) SHEAR SCHEDULE - 2019 CBC (CUSTOM HOME) 1/4" SDWS SCREWS W/ 1.75"20"13"10"8"-6" CONTINUOUS JOIST (INTERIOR) RBC 20"13 10"8"29"6" BOUNDARY / EDGE NAILING FRAMING LEGEND FRAMING NOTES 1.THE SPECIFICATIONS AND NOTES ON SHEET SD0, THE TYPICAL STRUCTURAL DETAILS ON ALL SHEETS, AND THE FOLLOWING NOTES APPLY ALL STRUCTURAL FRAMING. 2.FLOOR FRAMING SHALL BE PER DETAIL 2/SD2 AND 3/SD2. 3.WALL FRAMING SHALL BE PER DETAIL 12/SD2. 4.WALLS SHALL BE FRAMED WITH CONTINUOUS STUDS FROM THE FLOOR TO THE BOTTOM OF ROOF RAFTERS/ROOF TRUSSES AT ALL SHEAR OR BEARING WALLS. 5.SHEAR PANEL MAY BE INSTALLED AT EITHER FACE OF WALL AS LONG AS MINIMUM LENGTHS AND MAXIMUM OPENINGS SIZES ARE MAINTAINED. 6.CARRY ALL BEARING MULTIPLE STUDS OR POSTS FROM UPPER LEVELS DOWN TO FIRST FLOOR OR BEAM BELOW. INSTALL SQUASH BLOCK AT THE INTERMEDIATE FLOOR LEVEL TO AT MINIMUM MATCH THE SIZE OF THE STUDS OR POSTS ABOVE. 7.SHEAR WALLS CAN NOT BE USED AS PLUMBING WALLS UNLESS APPROVED BY JKL ENGINEERING IN WRITING. 8.HOLES IN I-JOISTS SHALL NOT EXCEED THOSE ALLOWED BY JOIST MANUFACTURER. NOTCHES AND HOLES IN PLATES AND 2X JOISTS SHALL NOT EXCEED THOSE SHOWN IN DETAIL 12/SD2. 9.ALTERNATE PRODUCTS MAY BE USED IN LIEU OF SPECIFIED SIMPSON HARDWARE AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER, SUBJECT TO WRITTEN APPROVAL BY JKL ENGINEERING. 10.SHEATHING NAILING AND INSTALLATION SHALL NOT BE COVERED PRIOR TO STRUCTURAL OBSERVATION BY JKL ENGINEERING AND INSPECTION BY THE BUILDING DEPARTMENT. 11.FOR HORIZONTAL CS STRAPS INSTALLED OVER BLOCKING (2X OR I-JOIST), 10D NAILS MAY BE INSTALLED IN EVERY OTHER HOLE EXCEPT WHERE THERE IS INSUFFICIENT END LENGTH. 12.CONTINUOUS 134" LSL RIM BOARDS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE EVER POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICE WITH MINIMUM MSTA36 PER 2/SD4, U.N.O. 13."DROP" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM FLUSH WITH THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 14."FLUSH" / "BOTTOM FLUSH" BEAMS SHALL BE INSTALLED WITH THE BOTTOM OF BEAM DIRECTLY OVER THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 15."TOP FLUSH" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM DIRECTLY BELOW THE SHEATHING. SUPPORT PER DETAIL 10/SD2 AND STRAP WITH MSTA36 (U.N.O.) AT SIDE OF BEAM (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 16."CEILING" BEAMS OR "CB" SHALL BE INSTALLED PER "FLUSH" BEAMS AS NOTED ABOVE. 17.FRAMING FOR PERIMETER FIREPLACE FLUES SHALL BE A MINIMUM OF 2X4 STUDS AT 16" O.C. BRACED AT MID HEIGHT AND AT FLOOR AND ROOF LEVELS. MAXIMUM UNBRACED LENGTH OF STUDS SHALL BE 14' (7' FOR CANTILEVERS). 18.ALL MULTIPLE 2X MEMBERS SHALL BE LAMINATED WITH 16D NAILS AT 12" O.C. (ONE ROW FOR UP TO 2X6 MEMBERS, 2 ROWS FOR UP TO 2X10 MEMBERS, 3 ROWS FOR UP TO 2X14 MEMBERS), UNLESS NOTED OTHERWISE. 19.ALL FLUSH AND TOP FLUSH BEAMS SHALL BE BOUNDARY NAILED AND HAVE MINIMUM 2-2X SUPPORTS U.N.O. 6 4 3 2 1 1.25"LSL1.25"LSLTJI 210 1.25" LSL1.25"LSL 1.25"LSL1.25"LSL1.25"LSL1.25"LSL 1.25" LSLTJI 210 TJI 210 TJI 210 TJI 210 1.25"LSL 1.25"LSLTJI 210 1.25" LSL MIN PENETRATION INTO RIM 4x4 HT T 4 SD1 1 INDICATES POST AND SIMPSON HOLDOWN ANCHOR/STRAP. INSTALL HOLDOWN ANCHOR PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL SECTION 1/SD4 AND 8/SD1. SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE, LOCATION, AND LENGTH OF SHEAR PANEL. REFER TO DETAIL 12/SD2, SHEAR SCHEDULE AND ANCHOR BOLT SCHEDULE FOR MORE INFORMATION.6. 5. FJ - INDICATES 14" TJI 210 SERIES FLOOR JOISTS AT 16" MAX, U.N.O. DJ - INDICATES 2 X 12 DF-L #2 DECK JOISTS AT 16" O.C., U.N.O. (MAX SPAN = 14') RT - DESIGNED ROOF TRUSSES BY OTHERS AT 24" O.C. JT - DESIGNED JACK TRUSSES BY OTHERS AT 24" O.C. 4. CANT. **2. 1.** 3. PSL -INDICATES 2.0E PARALLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN LSL - INDICATES 134 1.55E TIMBERSTRAND BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN U.N.O. ML - INDICATES 1.9E MICROLLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN **INDICATES FRAMING MEMBER AS DEFINED BELOW 7. 8. POST ABOVE9. INDICATES CANTILEVERED MEMBER AS DEFINED ABOVE. INDICATES HANGING CONDITION AT JOISTS/RAFTERS/TRUSSES. SEE SD0 FOR HANGER U.N.O. INDICATES BEARING CONDITION AT JOISTS/RAFTERS/TRUSSES INDICATES FRAMING MEMBER AS DEFINED BELOW. DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN DETAIL NUMBER SHEET NUMBER 8'-0" 4 TYPICAL CONVENTIONAL ROOF DETAILS, U.N.O DESCRIPTION DETAIL RR AT EXTERIOR WALL SD3 1 RR AT RIDGE/HIP BM SD3 2 RR AT INTERIOR SD3 4 6 DESCRIPTION DETAIL SHR/BRG WALL NON-BRG INT. WALL KING POST SUPPORT AT RIDGE/HIP BEAM SD3 SD3 SD3 7 8 HIP AND RIDGE BEAM CONNECTION TYPICAL HOLD DOWNS SD4 1 EXTERIOR GABLE WALL SD3 9 KEY NOTES INSTALL VERTICAL MSTA24 U.N.O. FROM BEAM / HEADER / RIM ABOVE TO POST / TRIMMER BELOW. BLOCK ROOF DIAPHRAGM W/ 8d AT 4" O.C. OR FLOOR DIAPHRAGM W/ 10d AT 4" O.C. PER 9/SD2. ALIGN FRAMING MEMBER WITH POST / TRIMMER / BEAM ABOVE OR BELOW. INSTALL PLUMBING / A/C / ELECTRICAL LINES THROUGH SOFFIT / CHASE / NON-STRUCTURAL WALL AND DO NOT PENETRATE TOP PLATES. ALIGN WITH POST / KING POST / TRIMMER ABOVE / BELOW. MATCH W/ ABOVE U.N.O. PROVIDE FULL DEPTH BLOCKING TO MATCH WIDTH OF POST ABOVE. STITCH NAIL 2X MEMBER WITH 16d PER SHEAR SCHEDULE TO ADJACENT POST/2X STUD. INSTALL 13'-0" LONG CS14 WRAPPED AROUND CHIMNEY OVER 2X BLOCKING AND 3'-0" ONTO SIDE OF ALIGNED BEAM EACH SIDE. INSTALL VERTICAL TWIST STRAP PER PLAN (HTS24 MIN) FROM BEAM / HEADER TO POST / TRIMMER / KING POST. INSTALL ADDITIONAL VERTICAL ST6224 TO MATCH NUMBER OF TWIST STRAPS TO HEADER / BEAM / POST BELOW WHERE OCCURS. INSTALL HOLD DOWN ON THIS SIDE OF POST. 4 1 2 513 15 17 16 14 8 3 12 < > JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: 3 U N I T M U L T I F A M I L Y R E S I D E N T I A L S 70 9 S . 2 N D A V E N U E AR C A D I A , C A 9 1 0 0 7 22144 JL JL 01/16/2023 1 PLAN CHECK COMMENTS 05/10/2023 JL JKLSTRUCTURAL@GMAIL.COM (626)524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. SD1 ST R U C T U R A L D E T A I L S 2 3 412 59 1018 17 7 6 JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: 3 U N I T M U L T I F A M I L Y R E S I D E N T I A L S 70 9 S . 2 N D A V E N U E AR C A D I A , C A 9 1 0 0 7 22144 JL JL 01/16/2023 1 PLAN CHECK COMMENTS 05/10/2023 JL JKLSTRUCTURAL@GMAIL.COM (626)524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. SD2 ST R U C T U R A L D E T A I L S 14 1 2 3 4 7 59 10 11 12 15 8 6 13 16 17 18 19 JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: 3 U N I T M U L T I F A M I L Y R E S I D E N T I A L S 70 9 S . 2 N D A V E N U E AR C A D I A , C A 9 1 0 0 7 22144 JL JL 01/16/2023 1 PLAN CHECK COMMENTS 05/10/2023 JL JKLSTRUCTURAL@GMAIL.COM (626)524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. SD3 ST R U C T U R A L D E T A I L S 2 1 3 6 9 48 7 10 11 12 14 15 16 19 18 20 JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: 3 U N I T M U L T I F A M I L Y R E S I D E N T I A L S 70 9 S . 2 N D A V E N U E AR C A D I A , C A 9 1 0 0 7 22144 JL JL 01/16/2023 1 PLAN CHECK COMMENTS 05/10/2023 JL JKLSTRUCTURAL@GMAIL.COM (626)524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. SD4 ST R U C T U R A L D E T A I L S 1 2 3 4 JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: 3 U N I T M U L T I F A M I L Y R E S I D E N T I A L S 70 9 S . 2 N D A V E N U E AR C A D I A , C A 9 1 0 0 7 22144 JL JL 01/16/2023 1 PLAN CHECK COMMENTS 05/10/2023 JL JKLSTRUCTURAL@GMAIL.COM (626)524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. SD5 ST R U C T U R A L D E T A I L S REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY 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 : N45846ONG E HARE AT S T ER EGN F O R N I A L IFCA CIVIL O H S RP R EETS KI D PR E P A R E D F O R : A ELIG- N G I N J A L I N NIOSEFOS C-1 GRADING & DRAINAGE PLAN 3- U N I T C O N D O M I N I U M 70 9 S . 2 N D A V E N U E AR C A D I A , C A 9 1 0 0 6 AP N : 5 7 7 9 - 0 1 7 - 0 1 1 SU N N Y C O N S T R U C T I O N 71 1 S . 1 S T A V E . , AR C A D I A , C A 9 1 0 0 6 (6 2 6 ) 2 9 4 - 9 4 0 2 N.T.S.VICINITY MAP RYAN K E I TH J O N E S G EOTECH NI C A L REGISTER E D P R OFESSIONAL E N G I N E ER ST ATE OF CA L I F O R NIA 2852 PROJECT SITE 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 N45846ONG E HARE AT ST ER EGN F O R N I A LIFCA CIVIL O H S RP R EETS KI D PR E P A R E D F O R : A ELIG- N G I N J AL I N NIOSEFOS C-2 GRADING & DRAINAGE PLAN SCALE : 1"=10'-0" PR O J E C T L O C A T I O N : CATCH BASIN W/GRATE COVER DETAIL 3- U N I T C O N D O M I N I U M 70 9 S . 2 N D A V E N U E AR C A D I A , C A 9 1 0 0 6 AP N : 5 7 7 9 - 0 1 7 - 0 1 1 SU N N Y C O N S T R U C T I O N 71 1 S . 1 S T A V E . , AR C A D I A , C A 9 1 0 0 6 (6 2 6 ) 2 9 4 - 9 4 0 2 (626)294-9402SUNNY CONSTRUCTION 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 N45846ONG E HARE AT ST ER EGN F O R N I A LIFCA CIVIL O H S RP R EETS KI D PR E P A R E D F O R : A ELIG- N G I N J AL I N NIOSEFOS C-3 EROSION AND SEDIMENT CONTROL PLAN SCALE : 1"=10'-0" PR O J E C T L O C A T I O N : DEMOLITION PLAN 3- U N I T C O N D O M I N I U M 70 9 S . 2 N D A V E N U E AR C A D I A , C A 9 1 0 0 6 AP N : 5 7 7 9 - 0 1 7 - 0 1 1 SU N N Y C O N S T R U C T I O N 71 1 S . 1 S T A V E . , AR C A D I A , C A 9 1 0 0 6 (6 2 6 ) 2 9 4 - 9 4 0 2 I ~ r::----I\ ii ! 18 ' rs i i 11:8w --l" I '--J .. -.. i rW'.i ' / g c;--·11 lb. ~ ;i-r I • ~ "~ ; tl] " -, 1 • -I•- ' ' ' 11 ~"' " : ~ ·~ ~ " ~ .. IRRIGATION DETAILS ANISH Gf<ADE/fOP OF MULCH ELECTRIC REMOTE-CONTROL VALVE tl.T.S. ASVF Series Q)flNISH G!WJE @HODEl PROS-06-PRsrn-ev @l.lll[RAl TEE OR Ul CD lATERAL PIP£ XACZ-075-PRF 3/4" LOW FLOW CONTROL ZONE KIT -><.•.s NTS 0 30-itl:H ~NE!'" L:~:G;;.i Of ~'iiii!:O, CG;c @w.;'i!i!?1'~F CC.\i'!EC<1:J:~; A " ~~l Sl?.C Di: S£RES {; er 2) 01~ ,;_._, © 1.(}'I/ Ft.fi!I A....:1•-!o.Pei:iti W·l...VE< t<AL'I lllRD .asY-i..""-!l-75 VA!_\!~ \!NCWJ!'.il IN XACZ-0?5-?iif iC'i) ®PRESSURE RECVL.;;TIW'.~ 0-:LTI:i!: i<.W! BIRO !>i<F-075-;it!Y (l:CLUD~ IN XACZ-07~-?RC :'(f;\ © F\'::: .SCH ao UNl01i - 0 ?IC. SCH ~C ll~E J.0.'..°''ff.:K @tJV RA01A"i10H R[S!SfA'll PVC 5CH '-0 ;: {1 Di' 1} ® FlN!SH CW.D£/iOP CC !l~LC>~ @i"t::: SCH 4C ::Li... : i :;F 1} @Fv::: t_.1;re:Ri.t.. Plf'<: i'.l :J"F 2) ----WIN\JAI... FLUSH VALVf. ?LUM8EO ro PVC OR POLY _,..----Tecliline® OF DRIPLl~E IJy---Techline".iO START CONNEClJON IAALE ADAPTER l;IRICK SUf'PCJRTS __ V, (lHRE(} NETAFIM 1 /2" Air /Vocuum Release Valve (PLUMBED TO TechUne) m::=w~:::s _._,,,,,__ @1/2" PVC STREET HLS (J) @ SCl1 SO Nlf'PlE r----_ EXHAUST HEADER I Tocllii>ltl> 17mrn TUBING PROS-06-PRS40-CV ·MP ROTATOR SPRINKLER [J):u:n1mf IRRIGATION DETAIL -...;: -...;: -...;: -...;:· "" ! lec:hlirie® TEE I I "&:Jf--.-L '\ °"' fr-~-SUPPLY HEADER "" '-,.! ~~~ $ ~ 1/2." FPT (WE AS l!EDUll!EO} Techline® CV IRREGULAR AREAS: Triangular 66llEfJIMNi TechUne® LINE FLUSHING VALVE (PLUMBED TO PVC) ,_. NOT TO SCALE DETAIL ~ C104 BAL-L. VAL-VE DET.AlL- m1 TO 'JG.Al-E t:::: , • . ' 1.0 • L/ ' 1 1'' - " - ~ --·----···--. ·-·------· ....... _ I I l . -· .. . . ·-.• -· ----· ··-. --·----· ---·---._ ----------I i ----------,--------~------····---------···------------------·-·------·----------------------' ---------~-------I I ) ' --·- I ---------..,. ------. . ···•"·-·---· - -----····-. Irrigation Notes All pipe, sleeves, control wires. conduit, etc. under paving shall be installed prior to paving. All main line and lateral lines shall be surrounded with a minimum of r sand or rode free soil. Pipe sizes shall conform to those shown on drawings. All damaged and rejected pipe shall be removed from the site. Install all heads with double Marlex street.:i!ll swing joints or flexible pipe. All fittings shall be schedule 40 PVC. All valve boxes shall be Ametec or equal. Irrigation heads shall be-set perpendicular to finish grade unless otherwise specified. All sprinkler lines around building perimeter shall be located a minimum of six inches (6n) from foundation walls and all heads immediately adjacent to walks or curbs shall be xn below top of walk or curb and at least 1" away from the edge of walk or curb to permit edging. · The irrigation wntractor shall flush and adjust all sprinkler heads and valves for optimum coverage with minimum over spray onto walks, streets, etc. All sprinkler heads around building perimeter spraying water towards building shall be adjusted to minimize spray onto building It is the responsibility of the irrigation contractor to familiarize himself with all grade differences, location of walks, retaining walls, structures and utilities. The irrigation contractor shall repair and replace all items damaged by his work. He shall coordinate his work with other contractors for the location and installation of pipe, sleeves and laterals through walls, under paving, etc. Plan is diagramma1;ic, contractors shall not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that unknown obstructions exist. All sprinkler equipment not otherwise details or specified shall be instaRed as per manufacturers recommendations and specifications. The irrigation contractor shall protect all construction fencing, paving curbs, gutters and roads. He shall be solely responsible for any damage which he may create. All materials and equipment shall meet all applicable codes. Hand-trench all piping in root zones of existing trees; avoid cutting roots wherever possible. Irrigation contractor shall insure to adjust all irrigation spray heads and program controller so as to prevent overspray and minimize excess run-off Tree Protection Guidelines "The contractor shall ensure that all necessary measures are in place to prevent damage to the canopy, trunk, or root system of any City street tree or other .tree designated to remain on or adjacent to the property. Protective fencing at the Tree Protection Zone (TPZ) must be in place at all times as re- quired by the City Arborist, at the tree drip line or minimum 15' from the outside edge of tree trunk if approved by the City. Fencing may be moved temporarily to allow for necessary construction work only with City Arborist and/or project Arborist permission, and must be put back as quickly as possi- ble. No hardscape construction; grading, compaction, or trenching, no storage of materials, vehicles, or debris, and no washing of chemicals or equipment are allowed within the TPZ, except as allowed by the City Atborist and/or project Arborist, or per a City Encroachment Permit. Any demolition and/or grading within TPZ must be done with hand tools bllder City Arborist and/or project Arborist supervision. All necessary trenching should be done by hand with pneumatic or hydraulic soil excava- tion tools, and roots larger than l-1/2" should not be cut Any necessary pruning of the canopy, and any cutting of larger roots, shall be done only with permission and under the supervision of the City Arborist and/or project Arborist. Provide minimum monthly deep watering as necessary to keep tree healthy until the new irrigation system is installed. These measures must be continuously maintained throughout construction." ' < ......... ... --· . -· .. --------···· -·--. ._ .. ........... ~ ~ '-:?? ~ ,< '-,/ .- ' Acknowledgement: IRRIGATION LEGEND SYM MANUFAC DESCRIPTION (FLOW) REMARKS • HUNTER MP1000 ROTATOR AOJST. ARC 8'-15' RAD (.2-.6 GPM) INSTALLED ON 6" POP-UP BODY () NIBCO T-580A; 1-1/4" BRASS BALL VALVE INSTALL IN IRRIGATION BURIAL BOX " RAINBIRD ADSV 1" ELECTRIC ANTI-SIPHON VALVE INSTALL ON SCH 80 RISER, 12" ABOVE HIGHEST HEAD ~ RAINBIRD XACZ-075-PRF %" LOW FLOW KIT VALVE AND PRESSURE REGULATOR/FILTER [Q HUNTER PRO C WITH SOLAR SYNC IN GARAGE, UPGRADE FOR AMOUNT OF VALVES @! HUNTER SOLAR SYNC WEATHER SENSOR INSTALL ON EAVE PER MANUF. SPEC'S. -4--lASCO/EQ. %"LATERAL LINE SCH 40, MIN12" COVERAGE l.ASCO/EQ. % " LATERAL LINE /.' l.ASCO/EQ. 1" LATERAL LINE )E l.Asco/EQ. 1-1/4" LATERAL LINE Nl LAsco/EQ. 1-114" MAIN LINE SCH 40, MIN12" COVERAGE SCH 40, MIN12" COVERAGE SCH 40, MIN12" COVERAGE SCH 40, MIN18" COVERAGE :::: ::_ :: l.ASCO/EQ. SLEEVES (DBL PIPE SIZE} SCH 40, MIN12" COVERAGE SYM. NETAFIM DRIPLINE COMPONENTS DESCRIPTION REMARKS =--= TLCV4-18; TECHLINE CV WITH 18" SPACING STAKED 4' OC. WITH SOIL STAPLES 2" BELOW MULCH J"'J j '"I SUPPLY HEADER, %" PVC USE TL075MA TO CONNECT TO PVC FEMALE ADAPTER r i"'I EXHAUST HEADER,%" PVC USE Tl075MA TO CONNECT TO PVC FEMALE ADAPTER ~ TL050MFV-1; MANUAL FLUSH VALVE INSTALL IN SMALL IRRIGATION BOX N's. TLA VRV AIR/VACUUM RELIEF VALVE Y," MPT, SYMBOL NOT SHOWN, INSTAU. (1) PER VALVE AT HIGH POINT SMALL IRRIG. BOX I;\ VALVE IDENTIFICATION IRRIGATION SPEC'S; METER SIZE :::S PER MINUTE GPM _J1;::--jr:J HYDROZONE AREA (SO.FT.) 1 I STATIC PRESSURE bO 'f'S I DESIGN PRESSURE 4<:> f$ I MAXIMUM FLOW "'f. i') &fM Hydrozone Identification Legend Hydrozone 0 0 © 0 0 0 0 Designation LW MHW MW MW NW LW NW Irrigation Description Valve# groun cover parkway 1 turf 2 planter 3 planter 4 planter 5 planter 6 decorative pebble na Irrigation Area Landscape Area method Square feet Percentage drip 205 9.1 rotary 382 16.9 drip 766 33.9 drip 198 8.8 drip 298 13.2 drip 236 10.4 na 177 7.8 TOTALS 2,262 100.0 l-··-~------il " i --------------~-i I ; --·-----:.---.. _ . .::-----I ------...____ I ! i I ------::.=-----------....._ _____ f 1 I I I ' 'II ! ii IJ I agree to comply with the requirements of the City of Arcadia water Efficient Landscaping Ordinance and submit a complete Landscape Documentation Package. IRRIGATION PLAN ! I ! ! ---... ____ --.. ---- . '· I i I - I ! r1 ' ; i i i i ii \ 1, < ' I u I I ' I 1 1 I I I I : I I I , I c __ _, JI.I -~ ------------\_ ;:1 .I LI I ~I " ' . ~-I ~ -'-kr2.t f"Y .:.ON. .,-!U)l..U3'1 IC .... -~---.. . , L.PCf'TlOi-.... . ' \V C.ON-I ' ·' I t:.:: .. :.:::::::~==-=-=] I i ; : -(/t..AV-(011-\ f!iOv'I oe. ~ .. -·--''-' ll O\//>£, ~OU~ ----·-·---. -. P12.i:N10t2-[;.'.D(/~ ( q; & om [] t3c»< IP o.rno::oe.. I I -"' \__ JD'Qk __) I " I! I l ... , l L ~1 I ... - . ;. - ' . ;: 0 . ' . -' .r • . . .. ' ' I ' ._, l"T . .'-,.... ' ~' I ~ c- I - .. • I - I I . . I I 1~1 I 'l ilW-, I I I I I I ~ t I I .J I " . ' ' r m .. Tl ~ [illCI 1 . ' . v ' . ' I I I ' ' ' ... -· r I I ., '' "~I ' '~ r ~ .. ~ 'Ill./ I l • ' / " I ' I L8i 1 - ,- I 1-r ,. = I " ( . '---. , ' ' ~ 1 \1 111 . .. . I Manuel Garcia Landscape Architect, St. lie. #3929 .. ~~ . I--- " ~ ' ~-' ,..,., .,..._ . 1 " {i'.)<{"71'& ~ ~4 t M,tJN.l..J~, ~Ii"'( LO~t-\, ~ ~-(~ - IRRIGATION A 1-1/4" 'T' POINT OF CONNECTION (POC) NOTES MAIN WATER SERVICE LINE (INSTALLED BY ON OTHERS) BEFO RE PRESSURE REGULATOR. IRRIGATION CONTRACTOR SHAL VERIFY WATER METER, MAIN WATER SERVICE LINE AND PO INT OF CONNECTION LOCATIONS AND INSTALL ALL SLEEVES PRIOR TO ANY PAVING BEING INSTALLED. HYDROZONE LEGEND MILY RESIDENTIAL$ 709 s 2ND AVE RCADIA, CA 91007 APN 5779-017-011 GARCIA ~M!f-116 ARCHITEC 228 E. CAMDEN ST. GLENDORA, CA. 91740 ST. LIC. #3929 CELL (626)665-5002 MG.LANDARCH@GMAIL.COM NOVEMBER 16, 2022 Revisions performed by : DATE MG: 1-25-23 . . • . . . . . . . Scale 1/8"=1'-0" Sheet 2.. of 2-- ~ L-2 STORMWATER PLANNING PROGRAM LID PLAN CHECKLIST FORM PC Project Name Owner Name Developer Name Project Address Owner Address Developer Address Plan Check # Owner Phone Developer Phone Type of Project Does the proposed project fall into one of the following categories? Please check Yes/No YES NO PRIORITY PROJECTS 1. Development* of a new project equal to 1 acre or greater of disturbed area and adding more than 10,000 square feet of impervious area* 2. Development* of a new industrial park with 10,000 square feet or more of surface area* 3. Development* of a new commercial mall with 10,000 square feet or more surface area* 4. Development* of a new retail gasoline outlet with 5,000 square feet or more of surface area* 5. Development* of a new restaurant (SIC 5812) with 5,000 square feet or more of surface area* 6. Development* of a new parking lot with either 5,000 ft2 or more of impervious area* or with 25 or more parking spaces 7. Development* of a new automotive service facility (SIC 5013, 5014, 5511, 5541, 7532-7534 and 7536-7539) with 5,000 square feet or more of surface area* 8. Projects located in or directly adjacent to, or discharging directly to a Significant Ecological Area (SEA)*, where the development will: a. Discharge stormwater runoff that is likely to impact a sensitive biological species or habitat; and b. Create 2,500 square feet or more of impervious area* 9. Redevelopment* of 5,000 square feet or more in one of the categories listed above 10. Redevelopment* of 10,000 square feet or more to a Single Family Home, without a change in landuse. If any of the boxes 1-10 are checked YES, this project will require the preparation of a Low Impact Development (LID) * Plan with a Maintenance Agreement* SPECIAL PROVISION PROJECTS 11. Green street* project 12. Single family hillside* home If any of the boxes 11-12 are checked YES, this project will require the preparation of a plan with special provisions associated with the type of development. * Defined on back. Applicant Name Applicant Signature Applicant Title Date DEFINITIONS: LID: Low Impact Development (LID) is a stormwater management strategy that emphasizes conservation and the use of existing natural site features integrated with stormwater controls to more closely mimic natural hydrologic patterns in residential, commercial, and industrial settings. Development: Development includes any construction or demolition activity, clearing, grading, grubbing, or excavation or any other activity that results in land disturbance. Impervious Area: Surfaces that do not allow stormwater runoff to percolate into the ground. Typical impervious surfaces include: concrete, asphalt, roofing materials, etc. Hillside: A property where the slope is 25% or greater and where grading contemplates cut or fill slopes. Single family hillside homes will require a less extensive plan. During the construction of a single-family hillside home, the following measures are implemented: a. Conserve natural areas b. Protect slopes and channels c. Provide storm drain system stenciling and signage d. Divert roof runoff to vegetated areas before discharge unless the diversion would result in slope instability e. Direct surface flow to vegetated areas before discharge unless the diversion would result in slope instability. Green Streets: Any street and road construction of 10,000 square feet or more of impervious surface area. Street and road construction applies to standalone streets, roads, highways, and freeway projects, and also applies to streets within larger projects. These sites are required to develop a Green Streets Plan with the following provisions: a. Follow an approved green streets manual to the maximum extent practicable. Stormwater mitigation measures must be in compliance with the approved green streets manual requirements. Redevelopment: Land-disturbing activities that result in the creation, addition, or replacement of impervious surface area on an already developed site. Redevelopment does not include routine maintenance activities that are conducted to maintain the original line and grade, hydraulic capacity, or original purpose of facility, nor does it include modifications to existing single family structures, or emergency construction activities required to immediately protect public health and safety. Significant Ecological Area: An area in which plant or animal life or their habitats are either rare or especially valuable because of their special nature or role in an ecosystem and would be disturbed or degraded by human activities and developments. Also, an area designated by the City as approved by the Regional Water Quality Control Board. Maintenance Agreement and Transfer: All developments subject to LID requirements must provide verification of maintenance provisions for Structural and Treatment Control BMPs. Verification at a minimum shall include: x Recorded maintenance covenant; and x 7KHGHYHORSHU¶Vand/or owner's signed statement accepting responsibility for maintenance until the responsibility is legally transferred; and x A signed statement from the public entity assuming responsibility for Structural or Treatment Control BMP maintenance and conduct a maintenance inspection at least once a year. BMP: Best Management Practices (BMPs) are practices or physical devices or systems designed to prevent or reduce pollutant loading from stormwater or non-stormwater discharges to receiving waters, or designed to reduce the volume of stormwater or non-stormwater discharged to the receiving water. Surface Area: The surface area is the total footprint of an area. Not to include the cumulative area above or below the ground surface.