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Home My WebLink About36-38 E Colorado Blvd A-E - 2025 - 10 Unit condoCHECKED 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 10/23/2025 2:59:28 PM G000 Checker COVER SHEET NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - NEW 10-UNITS CONDOMINIUM 36 - 38 E COLORADO BLVD. ARCADIA CA 91006 PROJECT TEAM SHEET INDEX PROPERTY OWNER: MESA COL LLC PROJECT ARCHITECT: PDS STUDIO INC. 711 S. FIRST AVE ARCADIA CA 91006 TEL: 626.294.9402 EMAIL: MAIL@PDS-STUDIO.COM STRUCTURAL ENGINEER: MANUEL GARCIA 228 E. CAMDEN ST. GLENDORA, CA 91740 TEL: 626.335.2733 EMAIL: MG.LANDARCH@GMAIL.COM 711 S. 1ST AVE ARCADIA CA 91006 XIA STRUCTURAL ENGINEERS, INC. 260 S LOS ROBLES AVE SUITE 100 PASADENA, CA 91101 TEL: 213 400-8633 EMAIL: JI.XIA@XIAENGR.COM MEP ENGINEERS / T-24: PERFECT DESIGN & ENGINEERING 2416 W. VALLEY BLVD ALHAMBRA, CA 91803 TEL: 626.289.8803 EMAIL: PERFECTAAA2@GMAIL.COM LANDSCAPE ARCHITECT: CIVIL ENGINEER: CAL LAND ENGINEERING & ASSOCIATES, INC. 576 E. LAMBERT ROAD, BREA, CA 92821 TEL: 714.671.1050 EMAIL: CALLANDENG@CALLANDENG.COM ADDITIONAL NOTES 1 Date 1 Sheet Number Sheet Name GENERAL G000 COVER SHEET G101 PROJECT INFORMATION G102 MATERIAL BOARD G103 3D ISOMETRIC G111 GENERAL NOTES G131 CONDITIONS OF APPROVAL G221 FIRE/SOUND PLAN G601 CALGREEN REQ. G602 CALGREEN REQ. G701 TOPOGRAPHICAL SURVEY G801 TRASH ENCLOSURE PLAN ARCHITECTURAL A100 SITE PLAN A101 SITE SECTION A102 BLDG 1&2 - 1ST FLOOR PLAN A103 BLDG 1&2 - 2ND FLOOR PLAN A104 BLDG 1&2 - 3RD FLOOR PLAN A105 BLDG 3&4 - 1ST FLOOR PLAN A106 BLDG 3&4 - 2ND FLOOR PLAN A107 BLDG 3&4 - 3RD FLOOR PLAN A108 BLDG 1&2 - ROOF PLAN A109 BLDG 3&4 - ROOF PLAN A201 ELEVATIONS A202 ELEVATIONS A203 ELEVATIONS A204 ELEVATIONS A301 SECTIONS A302 SECTIONS A401 BLDG 1&2 - 1ST FLOOR UTILITY PLAN A402 BLDG 1&2 - 2ND FLOOR UTILITY PLAN A403 BLDG 1&2 - 3RD FLOOR UTILITY PLAN A404 BLDG 3&4 - 1ST FLOOR UTILITY PLAN A405 BLDG 3&4 - 2ND FLOOR UTILITY PLAN A406 BLDG 3&4 - 3RD FLOOR UTILITY PLAN A601 WINDOWS & DOORS SCHEDULE/DETAIL A700 SITE DETAIL A711 WALL / FLOOR DETAILS A721 ROOF DETAILS A731 WINDOW / DOOR DETAILS A732 WINDOW / DOOR DETAILS A741 INTERIOR DETAILS A751 MISC DETAILS A761 WALL PENETRATION A771 AGING-IN-PLACE DESIGN A781 PRODUCT SPECIFICATIONS Sheet Number Sheet Name STRUCTURAL S100 GENERAL NOTES & INFO. S101 GENERAL NOTES & INFO. S110 TYP. DETAILS S120 TYP. DETAILS S121 TYP. DETAILS S122 TYP. DETAILS S123 TYP. DETAILS S124 TYP. DETAILS S200 UNIT 1#UNIT 5# FOUNDATION PLAN S201 UNIT 1# UNIT 5# 2ND FLOOR FRAMING PLAN S202 UNIT 1# UNIT 5# 3RD FLOOR FRAMING PLAN S203 UNIT 1# UNIT 5# ROOF FRAMING PLAN S204 UNIT 6# UNIT 10# FOUNDATION PLAN S205 UNIT 6# UNIT 10# 2ND FLOOR FRAMING PLAN S206 UNIT 6# UNIT 10# 3RD FLOOR FRAMING PLAN S207 UNIT 6# UNIT 10# ROOF FRAMING PLAN S300 DETAILS (FOUNDATION) S310 DETAILS (WOOD) S311 DETAILS (WOOD) S312 DETAILS (WOOD) S320 HFX-1 S321 HFX-2 S322 HFX-3 GEOTECHNICAL ENGINEER C-1 GRADING & DRAINAGE PLAN C-2 GRADING & DRAINAGE PLAN C-3 EROSION & SEDIMENT CONTROL PLAN C-4 DETAILS MECHANICAL T1 BLDG 1 (UNIT #1)-TITLE 24 T2 BLDG 1 (UNIT #1)-TITLE 24 T3 BLDG 1 (UNIT #1)-TITLE 24 T4 BLDG 1 (UNIT #2)-TITLE 24 T5 BLDG 1 (UNIT #2)-TITLE 24 T6 BLDG 1 (UNIT #2)-TITLE 24 T7 BLDG 2 (UNIT #3,4,5)-TITLE 24 T8 BLDG 2 (UNIT #3,4,5)-TITLE 24 T9 BLDG 2 (UNIT #3,4,5)-TITLE 24 T10 BLDG 2 (UNIT #3,4,5)-TITLE 24 T11 BLDG 2 (UNIT #3,4,5)-TITLE 24 T12 BLDG 3 (UNIT #6)-TITLE 24 T13 BLDG 3 (UNIT #6)-TITLE 24 T14 BLDG 3 (UNIT #6)-TITLE 24 T15 BLDG 3 (UNIT #7)-TITLE 24 T16 BLDG 3 (UNIT #7)-TITLE 24 T17 BLDG 3 (UNIT #7)-TITLE 24 T18 BLDG 4 (UNIT #8,9,10)-TITLE 24 T19 BLDG 4 (UNIT #8,9,10)-TITLE 24 T20 BLDG 4 (UNIT #8,9,10)-TITLE 24 T21 BLDG 4 (UNIT #8,9,10)-TITLE 24 T22 BLDG 4 (UNIT #8,9,10)-TITLE 24 LANDSCAPE L-1 LANDSCAPE PLAN L-2 IRRIGATION PLAN PLANNING NOTES A.LOTS WILL BE REQUIRED TO BE MERGED THROUGH A FINAL MAP PRIOR TO ISSUANCE OF PERMITS SUBJECT PROPERTY PROJECT INFORMATION PROJECT NAME:36 & 38 E COLORADO (10-UNIT CONDOMINIUM) PROJECT DESCRIPTION:10-UNIT MULTIFAMILY (4- BUILDING, 2-DUPLEX & 2 TRIPLEX) THE NEW 3 STORY CONDOMINIUM BUILDING WILL BE DESIGNED AS 2022 CALIFORNIA RESIDENTIAL CODE R-3 TOWNHOUSES. LEGAL DESCRIPTION:A PART OF ARCADIA SANTA ANITA TRACT (EX OF ST) LOT 25 BLK 82 • • • • CONSTRUCT NEW 3-STORY CONDOMINIUM, ALL EXISTING STRUCTURE ON LOT TO BE DEMOLISHED PROPOSED DENSITY = 10 UNITS PROPOSED BUILDING HEIGHT: 33'-0" (FROM AVG. GRADE TO TOP OF ROOF FRAMING) PROPOSED NO. OF STORIES: 3 STORIES PROPOSED OCCUPANCY: R-3/U SOURCE OF FUNDING:100% PRIVATELY FUNDED 7 UNIT MINIMUM (14,758 / 2220 = 6.7) 10 UNITS MAXIUMUM (14,758 / 1450 = 10.1) 10 UNITS 33'-0"33'-0" LOT 1: 36 E COLORADO BLVD. ARCADIA CA 91006 LOT 2: 38 E COLORADO BLVD. ARCADIA CA 91006 SITE INFORMATION LOT 1: 5773-002-023 LOT 1: 5773-002-022 LOT AREA : 14,758 SF (7379 [LOT 1] + 7379 [LOT 2] ) RESIDENTIAL DENSITY BUILDING HEIGHT LOT COVERAGE FLOOR AREA RATIO ALLOWED PROPOSED ALLOWED PROPOSED ALLOWED PROPOSED N/A ALLOWED - PROPOSED BUILDING SETBACK BUILDING HT: LOT COVERAGE: FAR: R-3 PROJECT OVERVIEW APN: LOT AREA: ZONING: GENERAL PLAN: ADDRESS: VEHICULAR PARKING UNIT SUMMARY DEFERRED SUBMITTALS • • • •• • • • • 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 ENERGY (ENS) WITH LOCAL ADMENDMENTS 2022 CALIFORNIA GREEN BUILDING STANDARD CODE AND CODES WITH LOCAL ADMENDMENTS 3D VIEW SCOPE OF WORK CODE COMPLIANCE BUILDING CODE CRITERIA: ADDITIONAL NOTES FIRE SPRINKLER:NFPA - 13D SPRINKLER SYSTEM R-3/U TYPE V-B 33'-0" TYPE OF CONSTRUCTION: BUILDING HEIGHT: USE AND OCCUPANCY NOTES DEVELOPMENT STANDARDS WAIVERS: REQUIRED PROPOSED 25'-0" 10'-0" 10'-0" 10'-0" 6'-0" 25'-0" 10'-0" 10'-0" 10'-0" 6'-0" FRONT: SIDE (1ST FLR) SIDE (2ND/3RD FLR) REAR: BUILDING SEPARATION:: PARKING REQUIREMENTS: REQUIRED PROVIDED OPEN SPACE REQUIREMENTS: PVT. OPEN SPACE REQUIRED PROVIDED 100 SF MIN. / UNIT EACH UNIT 100 SF MIN. / UNIT (10'x10' MIN) • • • • • • • • •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• • • • • • MASSING, WHERE APPLICABLE, THE THIRD FLOOR OF THE BUILDING MUST BE SET BACK A MINIMUM OF THREE FEET FROM FIRST OR FIRST AND SECOND FLOOR FOOTPRINT (9102.01.170.D.2.A) SOME AREAS OF THE PROPOSED BUILDING FALL SHORT OF THE REQUIRED MINIMUM OF 3 FEET SETBACKCANTILEVER, THE UPPER FLOORS SHALL NOT OVERHANG OR CANTILEVER MORE THAN FOUR FEET OVER ANY OF THE LOWER FLOOR (9102.01.170.D.2.C) PROPOSED BUILDINGS CANTILEVER A MAXIMUM 5 FEET ALLEY ACCESS, ALLEY ACCESS TO BE USED FOR ACCESS AND SERVICING WHERE ONE IS AVAILABLE PROPOSED SITE UTILIZES COLORADO BLVD INSTEAD OF THE ALLEY AS THE MAIN DRIVEWAY ACCESS UP TO THREE (3) OBJECTIVE DEVELOPMENT STANDARDS MAY BE WAIVED, INCLUDING MULTIPLE FAMILY CONSTRUCTION STANDARDS: THE FOLLOWING FEATURES OF YOUR RESIDENTIAL BUILDING(S) COMPLY WITH THE FOLLOWING STANDARDS IN SECTION 35: A.SOUND ATTENUATION PER APPENDIX CHAP 12 OF ORDINANCE B.2" X 6" PLUMBING WALLS- INSULATION WRAPPED- ID ON PLANS. C.NO MIXING OF PM&E BETWEEN UNITS, NO BACK-TO-BACK MEDICINE CAB, BOXES, ETC. IN PARTY WALLS. D.NO WATER, DRAINAGE, VENT PIPING, DUCT WORK ALLOWED IN SOUND ASSEMBLIES. E.COMFORT COOLING TO 78EF REQUIRED. F.ILLUMINATE PUBLIC SPACES INCLUDING STAIRS, DRIVES, WALKS AND PARKING AT 1 FOOTCANDLE. G. PAVE ALL DRIVES, WALKS, H.20% MAX DRIVEWAY WITH UPPER AND LOWER TRANSITION ZONES PER 3506.2. I.CURBS, BARRIERS, WHEEL STOPS, ETC. TO PROTECT BUILDINGS FROM VEHICLE DAMAGE. J.PROTECT GARAGE/CARPORT WALLS TO 4' HIGH. IF MASONRY, SOLID GROUT. K.CONCRETE FLOORS IN ALL COVERED PARKING. 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 12" = 1'-0" 10/23/2025 2:59:30 PM G101 Checker PROJECTINFORMATION NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - UNIT 2 LIVING AREA #2 - 1st FLR 82 SF #2 - 2nd FLR 688 SF #2 - 3rd FLR 608 SF Total Living Area:1,378 SF UNIT 1 LIVING AREA #1 - 1st FLR 98 SF #1 - 2nd FLR 799 SF #1 - 3rd FLR 668 SF Total Living Area:1,565 SF UNIT SUMMARY UNIT #BLDG UNIT TYPE BED BATH PARKING LIVING AREA (SF) #1 1 A 3 3 2 1565 #2 1 B 3 3 2 1378 #3 2 C 3 3 2 1383 #4 2 D 3 3 2 1395 #5 2 E 3 3 2 1466 #6 3 A 3 3 2 1565 #7 3 B 3 3 2 1378 #8 4 C 3 3 2 1383 #9 4 D 3 3 2 1395 #10 4 E 3 3 2 1466 TOTAL 14374 UNIT 3 LIVING AREA #3 - 1st FLR 81 SF #3 - 2nd FLR 679 SF #3 - 3rd FLR 623 SF Total Living Area:1,383 SF UNIT 4 LIVING AREA #4 - 1st FLR 84 SF #4 - 2nd FLR 694 SF #4 - 3rd FLR 617 SF Total Living Area:1,395 SF UNIT 5 LIVING AREA #5 - 1st FLR 141 SF #5 - 2nd FLR 699 SF #5 - 3rd FLR 626 SF Total Living Area:1,466 SF UNIT 6 LIVING AREA #6 - 1st FLR 98 SF #6 - 2nd FLR 799 SF #6 - 3rd FLR 668 SF Total Living Area:1,565 SF UNIT 7 LIVING AREA #7 - 1st FLR 82 SF #7 - 2nd FLR 688 SF #7 - 3rd FLR 608 SF Total Living Area:1,378 SF UNIT 8 LIVING AREA #8 - 1st FLR 81 SF #8 - 2nd FLR 679 SF #8 - 3rd FLR 623 SF Total Living Area:1,383 SF UNIT 9 LIVING AREA #9 - 1st FLR 84 SF #9 - 2nd FLR 694 SF #9 - 3rd FLR 617 SF Total Living Area:1,395 SF UNIT 10 LIVING AREA #10 - 1st FLR 141 SF #10 - 2nd FLR 699 SF #10 - 3rd FLR 626 SF Total Living Area:1,466 SF GARAGE AREA AREA NAME AREA GARAGE #1- GARAGE 479 SF #2 - GARAGE 441 SF #3 - GARAGE 438 SF #4 - GARAGE 440 SF #5 - GARAGE 417 SF #6 - GARAGE 479 SF #7 - GARAGE 441 SF #8 - GARAGE 438 SF #9 - GARAGE 440 SF #10 - GARAGE 417 SF 4430 SF 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 WHITEFIBER-CEMENT SIDING (JAMES HARDIE SIDING) LAPSIDING W/ 4" REVEAL PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDARDS)EXTERIOR WINDOWS (MILGARD WINDOWS) COLLECTION: TUSCANY VINYL COLOR: 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 / DECORATIVE WOOD RAILING PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)CONCRETE ROOF TILES (EAGLE ROOFING) PONDEROSA, COLOR: 399 CHARCOAL RANGEFASCIA BOARD (MILLWORK BY OTHERS) 2x4 FASCIA BOARD, PAINTED COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)CROWN MOULDING (MILLWORK BY OTHERS) 2x WOOD, PAINTED COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS) 9. •10. • •11. •12. •13. •14. •15.• STUCCOED TRIMS (LA HABRA STUCCO) STUCCOED, COLOR: X-50 CRYSTAL WHITE + 2 LBEXTERIOR LIGHTING (QUOIZEL LIGHTING) COLLECTION, MARINE, COLOR: BRONZE DOWNWARD FACING LIGHT AT SIDE FACINGBRICK VENEER (BORAL BRICK) COLLECTION: MERIDIAN, COLOR: OLD BAILEYGARAGE DOOR (AMARR GARAGE DOOR) LINCOLN COLLECTION, COLOR: WHITEDOWNSPOUT / LEADERHEAD / RAIN GUTTER COLOR-COATED ALUMINUM, COLOR: WHITEWROUGHT IRON GATES COLOR: BLACKMETAL AWNINGCOLOR: BLACK CEMENT PLASTER - LIGHT GREY (LA HABRA STUCCO) FINISH: SAND STUCCO FINISH, COLOR: X-50 CRYSTAL WHITE EXTERIOR WINDOWS (MILGARD WINDOWS) TUSCANY VINYL COLOR: BLACK WOODWORK / DECORATIVE GABLE VENT / DECORATIVE WOOD BRACKETFASCIA BOARD, COLUMN PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS) CONCRETE ROOF TILE (EAGLE ROOFING) COLLECTION: PONDEROSA 399 CHARCOAL RANGE FIBER-CEMENT SIDING (JAMES HARDIE SIDING) LAPSIDING WITH 4" REVEAL PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS) BRICK VENEER (BORAL BRICK) COLLECTION: MERIDIAN, COLOR: OLD BAILEY GARAGE DOOR (AMARR GARAGE DOOR) LINCOLN COLLECTION COLOR: WHITE 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 12" = 1'-0" 10/23/2025 2:59:31 PM G102 Checker MATERIAL BOARD NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 10/23/2025 2:59:37 PM G103 Checker 3D ISOMETRIC NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - &L@Cø# (E) (N) ANDANGLEATCENTERLINEDIAMETER OR ROUND POUND OR NUMBEREXISTINGNEW ACOUS.A.D. ADJ.AGGR.AL.APPROX. ARCH.ASB.ASPH. ACOUSTICALAREA DRAIN ADJUSTABLEAGGREGATEALUMINUMAPPROXIMATE ARCHITECTURALASBESTOSASPHALT BD. BITUM.BLDG.BLK.BLKG. BM.BOT. BOARD BITUMINOUSBUILDINGBLOCKBLOCKING BEAMBOTTOM CAB.C.B.CEM.CER.C.I.G.G.CLG.CLKG. CLO.CLR.C.O.COL. CONC.CONN.CONSTR.CONT. CORR.CTSK.CNTR.CTR. CABINETCATCH BASINCEMENTCERAMICCAST IRONCORNER GUARDCEILINGCALKING CLOSETCLEARCASED OPENINGCOLUMN CONCRETECONNECTIONCONSTRUCTINCONTINUOUS CORRIDORCOUNTERSINKCOUNTERCENTER DBL.DEPT.D.F.DET.DIA.DIM.DISP. DN. D.O.DR.DWR. DS.D.S.P.DWG. DOUBLEDEPARTMENTDRINKING FOUNTAINDETAILDIAMETERDIMENSIONDISPENSER DOWN DOOR OPENINGDOORDRAWER DOWNSPOUTDRY STANDPIPEDRAWING EQ. EQPT.E.W.C.EXST.EXPO. EXP.EXT. EQUAL EQUIPMENTELECTRIC WATER COOLEREXISTINGEXPOSED EXPANSIONEXTERIOR 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 ALARMFLAT BARFLOOR DRAINFOUNDATION FIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE HOST CABINETFINISH FLOORFLASHINGFLUORESCENTFACE OF CONCRETEFACE OF FINISHFACE OF STUDSFIREPROOFFULL SIZE FOOT/ FEETFOOTING FURRINGFUTURE G.A. GALV.G.B.G.L.GND. GR.GYP. GAUGE GALVANIZEDGRAB BARGLASSGROUND GRADEGYPSUM H.B.H.C.HDWD.HDWE.H.M.HORIZ.HR.HGT. HOSE BIBBHOLLOW COREHARDWOODHARDWAREHOLLOW METALHORIZONTALHOURHEIGHT I.D.I.F.INSUL.INT. INV. INSIDE DIAMETERINSIDE FACEINSULATIONINTERIOR INVERT JAN.J.H. JST.JT. JANITORJOIST HANGER JOISTJOINT MAX.M.C.MECH.MEMB. MET.MFR.MH.MIN.MIR.MISC. M.O.MTD.MUL. MAXIMUMMEDICINE CABINETMECHANICALMEMBRANE METALMANUFACTUREMANHOLEMINIMUNMIRRORMISCELLANEOU MASONRY OPENINGMOUNTEDMULLION N.N.I.C.NO.NOM. N.T.S. NORTHNOT IN CONTRACTNUMBERNOMINAL NOT TO SCALE SQ. S.ST.S.SK.STA.STD. STL.STOR.STR.STRL. SUSP.SYM. SQUARE STAINLESS STEELSERCICE SINKSTATIONSTANDARD STEELSTORAGESTRAIGHTSTRUCTURAL SUSPENDED SYMMETRICAL/ SYMBOL TRD.T.B.T.C.TEL.TER.T.&G.THK.T.P.T.P.D.T.V. T.W.TYP.T.O.PT.O.R. T.O.S. TREADTOWEL BARTOP OF CURBTELEPHONETERRAZZOTONGUE AND GROOVETHICKTOP OF PAVEMENTTOILET PAPER DISPENSETELEVISION TOP OF WALLTYPICALTOP 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. VACUUMVERTICALVESTIBULEVESTIBULEVERTICAL GRAINVERIFY IN FIELDVERIFY LOCATIONVERIFY REQUIREMENT VINYLTILECENT THRU ROOFVINTL WALL COVERING EEA.E.J.EL.ELEC.ELEV. EMER. ENCL.E.P. EASTEACHEXPANSION JOINTELEVATIONELECTRICALELEVATOR EMERGENCY ENCLOSUREELECTRICAL PANELBOARD W.W/ W.C. WD.W.H.WIN.W/O WP.W.R.W.R.B.WSCT. WT. WESTWITHWATER CLOSET WOODWATER HEATERWINDOWWITHOUT WATERPROOFWATER RESISTANTWATER RESISTIVE BARRIERWAINSCOT WEIGHT L Y YD. YES YARD VIEW DIRECTION INDICATOR SECTION REFERENCE.... ...DRAWING NUMBERSHEET NUMBER VIEW DIRECTION INDICATOR ELEVATION REFERENCE.... ...DRAWING NUMBERSHEET NUMBER ELEVATION REFERENCE.... ... DRAWING NUMBER SHEET NUMBER #WINDOW MARK #######WINDOW SIZE/TYPE ##############WINDOW SILL HT. WINDOW NOTES SEE WALL TYPE #######VIEW TITLE# VIEW NUMBER #######VIEW PORT SCALE NOTE CALL OUT# WORKING POINTCONTROL POINTDATUM POINT CUT LINE #DOOR MARK #######DOOR SIZE/TYPE #######DOOR NOTES CORRECTIONS DISHWASHERDW W/D WSHER/DRYERWWASHER D DRYER GENERAL NOTES 1. a. b. c. d. e. f. g. h. i. j. 1. 2. 3. 4. 5. 6. 7. 8. A. GENERAL REQUIREMENTS: Application and Permits: A separate application and permit(s) is/are required for: Retaining walls/ Block walls Grading Signs Swimming pools Fire sprinkler systems Electrical work Mechanical work Plumbing work Shoring Demolition NOTES Plumbing fixtures are required to be connected to a sanitary sewer or to an approved sewage disposal system. R306.3 Kitchen sinks, lavatories, bathtubs, showers, bidets,laundry tubs and washing machine outlets shall be provided with hot and cold water and connected to an approved water supply. R306.4 Bathtub and shower floors, walls above bathtubs with a showerhead, and shower compartments shall be finished with a nonabsorbent surface. Such wall surfaces shall extend to a height of not less than 6 feet above the floor. R307.2 Provide ultra-low flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. Water heater must be strapped to wall. Automatic garage door openers, if provided, shall be listed in accordance with UL 325. R309.4 Smoke detectors shall be provided for all dwelling units intended for human occupancy, where a permit is required for alterations, repairs, or additions. R314.2 Where a permit is required for alterations, repairs or additions, existing dwellings or sleeping units that have attached garages or fuel-burning appliances shall be provided with a carbon monoxide alarm in accordance with Section R315.2. Carbon monoxide alarms shall only be required in the specific dwelling unit or sleeping unit for which the permit was obtained. R315.2 Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with Section R303.1 or shall be provided with artificial light that is adequate to provide an average illumination of 6 foot-candles over the area of the room at a height of 30 inches above the floor level. R303.1 A copy of the evaluation report and/or conditions of listing shall be made available at the job site 1. 2. 3. 4. E. FIRE PROTECTION The building shall be equipped with an automatic residential fire sprinkler system in accordance with section R313.3 or NFPA13D. R313, 12.21A17(d), 12.21C10(h) The Sprinkler System shall be approved by Plumbing Division prior to installation. An approved smoke alarm shall be installed in each sleeping room & hallway or area giving access to a sleeping room, and on each story and basement for dwellings with more than one story. Smoke alarms shall be interconnected so that actuation of one alarm will activate all the alarms within the individual dwelling unit. In new construction smoke alarms shall receive their primary power source from the building wiring and shall be equipped with battery backup and low battery signal. R314 An approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuelburning appliances are installed and in dwelling units that have attached garages. Carbon monoxide alarm shall be provided outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s) and on every level of a dwelling unit including basements. R315 1. a. b. c. d. e. f. g. B. OCCUPANCY CLASSIFICATION: Garage/ Carports The proposed building is a Garage and not a carport since it is not open at least 2 sides. (R309.2) Openings from a private garage directly into a room used for sleeping purposes are not permitted. R302.5.1 Doors between garage and the dwelling unit shall have a minimum fire protection rating of 20 minutes with self-closing or automatic closing and selflatching devices, or solid wood or solid or honeycomb core steel not less than 1 3/8 inches thick. R302.5.1 The garage shall be separated from the dwelling and its attic area in accordance with Table R302.6. R302.6 Ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. R302.5.2 Other penetrations of garage/dwelling ceilings and walls shall be protected as required by Section R302.11, Item 4. R302.5.3 Garage floor surfaces shall be of an approved noncombustible material, and the area used to park vehicles shall be sloped to a drain or toward the main vehicle entry doorway. R309.1 1. 2. 3. C. BUILDING HEIGHT LIMITATION GRADE PLANE. A reference plane representing the average of the finished ground level adjoining the building at all exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or, where the lot line is more than 6 feet (1829 mm) from the building between the structure and a point 6 feet (1829 mm) from the building. R202 HEIGHT, BUILDING. The vertical distance from grade plane to the average height of the highest roof surface. R202 Lowest level is determined not to be a basement. This level is considered as 1st story above grade plane. Include this story in total building height. R202 1. a. b. 2. 3. 4. a. b. c. 5. 6. 7. 8. 9. 10. D. FIRE-RESISTANCE RATED CONSTRUCTION Provide 1-hr fire-resistance exterior walls if fire separation distance is: Less than 5’ [T-R302.1(1)], or Less than 3’ if the building is equipped throughout with an automatic residential fire sprinkler system installed in accordance with section R313. [TR302.1(2)] Openings are not allowed within 3 ’ fire separation distance. T-R302.1(1) & T-R302.1(2) Maximum 25% opening area is allowed when the fire separation distance is >3 ’ and <5’. T- 302.1(1) Projections beyond the exterior wall shall comply with Table R302.1 and shall not extend: To a point closer than 2 feet from interior lot line. More than 4 inches at the roof eave for detached garages accessory to a dwelling when located within 2 feet of a lot line. Over the lot line for accessory structures that are exempt from permits. Dwelling units in two-family dwellings shall be separated from each other by wall and/or floor assemblies having not less than a 1-hr fire- resistance rating when tested in accordance with ASTME 119 or UL 263. Provide complete details. R302.3 Through penetrations of fire-resistance-rated wall or floor assemblies shall comply with Section R302.4.1.1 or R302.4.1.2. Membrane penetrations shall comply with Section R302.4.1. Where walls are required to have a fireresistance rating, recessed fixtures shall be installed so that the required fire- resistance rating will not be reduced. R302.4.2 In combustible construction, fire blocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. R302.11 In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into approximately equal areas. R302.12 Parapets constructed in accordance with Section R302.2.5 shall be constructed for townhouses as an extension of exterior walls or common walls separating townhouse units in accordance with the following: Where roof surfaces adjacent to the wall or walls are at the same elevation, the parapet shall extend not less than 30 inches (762 mm) above the roof surfaces.Where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is not more than 30 inches (762 mm) above the lower roof, the parapet shall extend not less than 30 inches (762 mm) above the lower roof surface. Exception: A parapet is not required in the preceding two cases where the roof covering complies with a minimum Class C rating as tested in accordance with ASTM E108 or UL 790 and the roof decking or sheathing is of noncombustible materials or fire-retardant-treated wood for a distance of 4 feet (1219 mm) on each side of the wall or walls, or one layer of 5/8-inch (15.9 mm) Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2-inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet (1219 mm) on each side of the wall or walls and any openings or penetrations in the roof are not within 4 feet (1219 mm) of the common walls. Fire-retardant-treated wood shall meet the requirements of Sections R802.1.5 and R803.2.1.2. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. A. B. C. D. E. F. 12. 13.14. 15. 16. 17. F. MEANS OF EGRESS For habitable levels or basements located more than one story above or more than one story below an egress door, the maximum travel distance from any occupied point to a stairway or ramp that provides egress from such habitable level or basement, shall not exceed 50 feet. R311.4 Occupied roofs shall be provided with exits as required for stories. The means of egress shall provide a continuous and unobstructed path of vertical and horizontal egress travel from all portions of the dwelling to the exterior of the dwelling at the required egress door without requiring travel through a garage. The required egress door shall open directly into a public way or to a yard or court that opens to a public way. R311.1 Provide emergency egress from sleeping rooms and basements. See Details. Minimum - 24" clear height, 20" clear width, 5.7 sf minimum area (5.0 sf at grade level) & 44" maximum to sill. R310.2.1 Provide minimum 9 sf window wells (with fixed ladder) at escape and rescue opening windows below grade. R310.2.3 At least one door shall be 36 ” wide by 80” high. R311.2 Provide 32" wide doors to all interior accessible rooms. 6304.1 Entry/exit door must open over a landing not more than 1.5" below the threshold. Exception: Providing the door does not swing over the landing. Landing shall be not more than 7.75" below the threshold. Storm and screen doors are permitted to swing over all exterior stairs and landings. R311.3.1, R311.3.3 Landing at a door shall have a length measured in the direction of travel of no less than 36". R311.3 A landing shall be provided at the top and bottom of stairways. R311.7.6 Stairway requirements. See Details 7.75" maximum rise & minimum 10" run. R311.7.5 Minimum 6'-8" headroom clearance. R311.7.2 Minimum 36" clear width. R311.7.1 Handrails 34" to 38" high above tread nosing R311.7.8.1 Handgrip portion of handrail shall not be less than 1.25" and no more than 2" cross- sectional dimension having a smooth surface with no sharp corners. R311.7.8.5Maximum 4" clear spacing opening between rails. R312.1.3 Winder treads shall comply with Section R311.7.5.2.1. Spiral stairs shall comply with Section R311.7.10.1.Ramp slopes shall not exceed 1:12 (8%). R311.8.1 Enclosed accessible space under stairs shall have walls, under-stair surface and any soffits protected on the enclosed side with 1/2 inch gypsum board. R302.7All interior and exterior stairways shall be illuminated. R303.7 & R303.8 Provide 42" high guards with maximum 4" clear spacing opening between rails at ( ). R312.1.2, R312.1.3) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. G. INTERIOR ENVIRONMENT Habitable rooms shall have a floor area of no less than 70sf (6.5m2) (R304.1). Habitable rooms shall be not less than 7 ’-0” (2134mm) in any horizontal dimension. With exception to kitchens & limited-density owner- built rural dwellings. R304.2. The minimum ceiling height for habitable space, hallways, and portions of basements containing these spaces shall be not less than 7 feet (bathrooms, toilet rooms, and laundry rooms minimum 6’8”). R305.1 See door and window schedule for type and size. Provide natural light in (habitable rooms), () by means of exterior wall openings with an area not less than 8% of floor area. Artificial lighting may be permitted. R303.1 Provide natural ventilation in (habitable rooms) (bathrooms) () by means of openable exterior wall openings with an area not less than 4% of floor area. Mechanical ventilating systems may be permitted R303.1 Provide natural light and ventilation for adjoining spaces. R303.2 Under-floor ventilation shall be not less than 1/150 of under floor area. R408.1 Provide under floor access opening. It shall be a minimum 16” x 24” when the opening is through a perimeter wall or a minimum 18 ” x 24” when the opening is through a floor. R408.4 Attic ventilation of 1/150 of the area of ventilated space (approximately 10 sq. in. for each 10 sf of attic area) is required. R806.2 Attic area having clear headroom of 30" must have an access opening (22" x 30" minimum). Access shall be located in a hallway or other readily accessible location. It is not allowed within a small closet space. R807.1 Provide 15" minimum between the center of water closet to any side wall. Calif. Plumb. Code 402.5 Provide 24" clear space in front of any water closet. Calif. Plumb. Code 402.5 Bathrooms, water closet compartments and other similar rooms shall be provided natural ventilation or with mechanical ventilation capable of 50 cfm exhausted directly to the outside R303.3 Heater shall be capable of maintaining a minimum room temperature of 68°F at a point 3 feet above the floor and 2 feet from exterior walls in all habitable rooms at the design temperature. R303.10 1. 2. 3. a. b. c. • • • • d. e. f. g. h. 4. 5. 6. 7. 8. 9. H. BUILDING ENVELOPE Provide a class A, B or C fire-retardant roof covering per Section R902.1. Every dwelling unit shall be provided with a water closet, lavatory, bathtub or shower, and kitchen. R306.1 and R306.2 Glazing in the following locations shall be safety glazing conforming to the human impact loads of Section R308.3 (see exceptions) (R308.4): a. Fixed and operable panels of swinging, sliding and bi-fold door assemblies. b. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24-inch arc of either vertical edge of the door in a closed position and whose bottom edge is less than 60 inches above the floor or walking surface. Glazing in an individual fixed or operable panel that meets all of the following conditions: Exposed area of an individual pane greater than 9 square feet. Bottom edge less than 18 inches above the floor. Top edge greater than 36 inches above the floor. One or more walking surfaces within 36 inches horizontally of the glazing. Glazing in guards and railings. Glazing in enclosures for or walls facing hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers where the bottom edge of the glazing is less than 60 inches measured vertically above any standing or walking surface. Glazing in walls and fences adjacent to indoor and outdoor swimming pools, hot tubs and spas where the bottom edge of the glazing is less than 60 inches above a walking surface and within 60 inches, measured horizontally and in a straight line, of the water’s edge. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within a 60 inch horizontal arc less than 180 degrees from the bottom tread nosing (R304.2). Skylights and sloped glazing shall comply with Section R308.6.Lots shall be graded to drain surface water away from foundation walls with a minimum fall of 6 inches within the first 10 feet (R401.3). Dampproofing, where required, shall be installed with materials and as required in Section R406.1.Vehicular access doors shall comply with Section R609.4. Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. (R319.1) Protection of wood and wood based products from decay shall be provided in the locations specified per Section R317.1 by the use of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. Preservatives shall be listed in Section 4 of AWPA U1. 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 1/8" = 1'-0" 10/23/2025 2:59:38 PM G111 Checker GENERAL NOTES NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - SYMBOLS / ABBREVIATIONS 1. 2. 3. 4. 5. I. WATER Condominium or townhouse complexes of more than 5 individual units shall be served by a common domestic master water meter and service capable of supplying sufficient water to meet all domestic and fire suppression needs of the total number of units. In the event that fire suppression is common to the complex, a separate fire service shall be required as directed by the Fire Marshal. If a water service is to be used to supply both domestic water and fire sprinklers for each unit, the developer shall separate the fire service from domestic water service at each unit with an approved back flow prevention device. A separate water service and meter shall be required for landscape irrigation at the common shared area. An approved reduced pressure backflow device shall be installed. A Water Meter Permit Application shall be submitted to the Public Works Services Department prior to permit issuance. New water service installations shall be by the Developer. Installation shall be according to the specifications of the Public Works Services Department, Engineering Section. Abandonment of existing water services, if necessary, shall be carried out by the Developer, according to Public Works Services Department, Engineering Division specifications. CONDITION OF APPROVAL COMPLIANCE #RESPONSE TENTATIVE TRACT MAP WAS SUBMITTED5. NEW DRIVEWAY APPROACH PER CITY STANDARD SEE CIVIL C-26. SEE NOTE #K ON SITE PLAN SHEET A1007. LID PLAN INCLUDED IN SUBMITTAL SET8. SEE KEYNOTE#15 ON SITE PLAN A1009. 10. SEE CIVIL11 SEE ELEVATION ON ON A100, DRAINAGE FIXTURE ELEVATION IS HIGHER THAN ELEVATION OF UPSTREAM MAIN HOLE COVER SEWER CONNECTED THROUGH ALLEY 13. 14. SEE NOTE #N ON SITE PLAN SHEET A100 & SEE CIVIL C-2 KEYNOTE#2215. 16. SEE SHEET G101FIRE SPRINKLER IS REQUIRED 17. SEPARATE WATER METER PROVIDED SEE CIVIL18. WATER METER APPLICATION SUBMITTED19. SEE NOTE #O ON SITE PLAN SHEET A100 20. SEE NOTE #Q ON SITE PLAN21. SEE NOTE #P ON SITE PLAN SHEET A100 SEPARATE APPROVAL FROM WATER DPT HAS BEEN OBTAINED ALREADY SUBMITTAL INCLUDE WELO 4. SEE A100 NOTES 3. NO UTILITY & FIXTURE FACING FRONT WALL, SEE NOTE ON SITE PLAN2. SEE NOTE # ON SITE PLAN SHEET A100 COA INCLUDED IN SET22. SEE NOTE #R ON SITE PLAN SHEET A10023. COA FORM ACCEPTED AND SUBMITTED24. CONDITIONS OF APPROVAL 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 12" = 1'-0" 10/23/2025 2:59:40 PM G131 Checker CONDITIONS OFAPPROVAL NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1 HOUR FIRE RATED WALL 1-HR RATED DEMISING WALL FIRE WALL/CEILING LEGEND 1 HOUR RATED CEILING FIRE / SOUND PLAN KEYNOTE • • • • 1-HR RATED FIRE-RESISTIVE CONSTRUCTION PROVIDE 5/8" TYPE 'X' GYPSUM BOARD OR 7/8" STUCCO AT ALL GARAGE SIDE WALL SEPARATING HABITABLE SPACE PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ENTIRE GARAGE CEILING USABLE SPACE UNDER STAIRWAYONE 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 • • 1-HR RATED FIRE & SOUND RESISTIVE DWELLING SEPARATION WALL ALL DEMISING WALL/CEILING NEEDS TO BE FIRE AND SOUND RESISTIVE (MIN. 58 STC) 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 21 BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN 2nd Floor Line 2nd Floor Line UNIT #1TYPE A UNIT #2TYPE B UNIT #3TYPE C UNIT #4TYPE D UNIT #5TYPE E 5A711 1 1 1 5A711 5A711 5 A711 5 A711 5 A711 AT CLG. 1 AT CLG. 1 AT CLG. 1 AT CLG. 1 AT CLG. 1 2nd Floor Line UNIT #6TYPE A (R)UNIT #7TYPE B (R)UNIT #8TYPE C (R) UNIT #9TYPE D (R)UNIT #10TYPE E (R) AT CLG. 1 1AT CLG. 1 AT CLG. 1 AT CLG. 1 AT CLG. 1 1 1 11111 TO 2 n d F L R DN TO 2 n d F L R DN TO 2 n d F L R DN TO 2 n d F L R DN TO 2 n d F L R DN6 A711 6 A711 6 A711 2 2 2 UNIT #1TYPE A UNIT #2TYPE B TO 3 R D F L R UP TO 1 S T F L R DN TO 3 R D F L R UP TO 1 S T F L R DN TO 3 R D F L R UP TO 1 S T F L R DN TO 3 R D F L R UP TO 1 S T F L R DN TO 3 R D F L R UP TO 1 S T F L R DN 6A711 6 A711 6A711 2 2 2 TO 3 R D F L R UP TO 1 S T F L R DN TO 3 R D F L R UP TO 1 S T F L R DN TO 3 R D F L R UP TO 1 S T F L R DN TO 3 R D F L R UP TO 1 S T F L R DN TO 3 R D F L R UP TO 1 S T F L R DN 2 2 2 6 A711 6A711 6A711 TO 2 n d F L R DN TO 2 n d F L R DN TO 2 n d F L R DN TO 2 n d F L R DN TO 2 n d F L R DN 6 A711 6 A711 2 2 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 2:59:42 PM G221 Checker FIRE/SOUND PLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/8" = 1'-0" BLDG 1&2 1ST FLR FIRE PLAN 1 1/8" = 1'-0" BLDG 3&4 1ST FLOOR PLAN 2 1/8" = 1'-0" BLDG 3&4 - 3RD FLR FIRE PLAN 3 1/8" = 1'-0" BLDG -1&2 2ND FLR FIRE PLAN 4 1/8" = 1'-0" BLDG -3&4 2ND FLR FIRE PLAN 5 1/8" = 1'-0" BLDG 1&2 - 3RD FLR FIRE PLAN 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 10/23/2025 2:59:45 PM G601 Checker CALGREEN REQ. NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 10/23/2025 2:59:47 PM G602 Checker CALGREEN REQ. NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 153'-5 1/2" 153'-5 1/2" 153'-5 1/2" 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 1/8" = 1'-0" 10/23/2025 2:59:51 PM G701 Checker TOPOGRAPHICALSURVEY NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/8" = 1'-0" SURVEY 1 4.1B 4.1 A 4.1 C 6" HIGH CONC. CURB 3 YARD TRASH BIN RECYCLE BIN 6'H CONC. BLOCK WALL, STUCCOED TAN TO MATCH BUILDING 5'H W.I. SLIDING GATE GREENWASTE/FOODWASTE RECYCLE BIN 3'Wx6'H W.I. GATECOLOR: BLACK 9'-4" G801C G801 A G801 B 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'-0" 10 ' - 0 " 10'-0" 8'-9" (int.) 15 ' - 0 " ( i n t . ) 16 ' - 4 " 6' - 0 " 8' - 3 " 6' - 1 0 " 6' - 0 " 5' - 0 " 6' - 0 " 8' - 9 " 6' - 0 " 8' - 6 " 7' - 0 " 8' - 9 " G801C G801 A G801 B 2:12 16 ' - 4 " 9'-4" 1/2" = 1'-0" TRASH ENCLOSURE PLAN 1 1/2" = 1'-0" TRASH ENCLOSURE - ELEVATION A A 1/2" = 1'-0" TRASH ENCLOSURE - ELEVATION C C 1/2" = 1'-0" TRASH ENCLOSURE - ELEVATION B B 1/2" = 1'-0" TRASH ENCLOSURE ROOF PLAN 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 1/2" = 1'-0" 11/12/2025 4:02:56 PM G801 Checker TRASH ENCLOSUREPLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1 Date 1 • METAL DECK / PLB 36 FORMLOK, ESR - 2018 COMPOSITE DECK, 1.5 INCH DEEP, 36 INCH WIDE ROOF PLAN LEGEND TOTAL ROOF AREA FOR TILE = 153 SQFT METAL DECK : FOR 20 GAGE (2.3) TOTAL ROOF TILE LOAD = 153 X 2.3 = 351.9 LB PER STRUCTURAL CONCRETE ROOF TILE MAX LOAD = 12 PSF TOTAL MAXIMUM LOAD: 12 X 153 = 2448 LB PROPOSED: 351.9 LB < 1101.6 LB MAX ALLOWED ROOF TILE DEAD LOAD CALCULATION A. B. CONCRETE ROOF TILE OVER STEEL STRUCTURE PER STRUCTURAL "INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER’S SPECIFICATIONS." TRASH ENCLOSURE ROOF NOTES 1 EVALUATION REPORT Er-2018 STEEL DECK PANEL FRONT YARD25'-0"FRONT BLDG45'-4 1/2"6'-0"REAR BLDG61'-4"REAR YARD10'-0" CO L O R A D O B L V D . AL L E Y 25 ' - 0 " 14 ' - 6 " 50 ' - 0 " 50 ' - 0 " 12 ' - 6 " 12 ' - 6 " 10 0 . 0 0 10 0 . 0 0 20'-0" 10 x 1 0 PV T . O . S . 10 ' - 0 " 10 ' - 0 " 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE2-CAR GARAGE2-CAR GARAGE2-CAR GARAGE2-CAR GARAGE BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10 25 ' - 0 " 6'-0" 25 ' - 0 " 10 ' - 0 " 10'-0" 147.48 147.47 LO T 2 O F 2 21'-0" 22 ' - 4 " 10 x 1 0 PV T . O . S . 10 x 1 0 PV T . O . S . 10 x 1 0 PV T . O . S . 10 x 1 0 PV T . O . S . 10 x 1 0 PV T . O . S . 10 ' - 0 " 10'-0" 10 ' - 0 " 10'-0" 10 ' - 0 " 10'-0" 10 ' - 0 " 10'-0" 10 ' - 0 " 10'-0" TR A S H E N C L O S U R E LO T 1 O F 2 20 ' - 0 " 19 ' - 0 " 1 2 3 3 3 4 5 5 56 777 5 3 3 57 5 3 7 3 TR A S H E N C L O S U R E 8 14 14 20 ' - 0 " 20 ' - 0 " 20'-0" 21'-0" 20 ' - 0 " 20'-0"20'-0" 20 ' - 0 " 20'-0" 20 ' - 0 " 9 11 11 12 12 11 14 ' - 6 " 10 ' - 0 " 14 ' - 6 " 14 ' - 6 " 10 x 1 0 PV T . O . S . 10 x 1 0 PV T . O . S . 10 x 1 0 PV T . O . S . 10 x 1 0 PV T . O . S . 10 ' - 0 " 10'-0" 10 ' - 0 " 10'-0" 10 ' - 0 " 10'-0" 10 ' - 0 " 10'-0" 10 ' - 0 " FRONT YARD SETBACK25'-0" FRONT YARD SETBACK25'-0" 998 8 9 11 19 ' - 0 " 13 3 3'-2" 8 8 5 5 4 4 1010 EX. CAMPHOR TO BE REMOVED EX. SHRUB (LANTANA) TO BE REMOVED EX. ASH TREE TO BE REMOVED 6'-0" 20'-0" 20 ' - 0 " 20 ' - 0 " 10'-0" 9 10 ' - 0 " 10 ' - 0 " 11 11 10 ' - 0 " 3'- 0 " 3'- 0 " 3'- 0 " BL D G S E P A R A T I O N 10 ' - 8 " ( 6 ' M I N . ) BL D G S E P A R A T I O N 9'- 0 " ( 6 ' M I N . ) 77 3 DN DN 21'-0"20'-0" 20'-0"20'-0" 10 ' - 0 " 10 ' - 0 " 18 ' - 0 " 3'- 0 " 14 ' - 2 " 19 ' - 0 " 16 ' - 3 1 / 2 " 15 16 17 17 16 POWER POLE NOTE: SEWER IS CONNECTED THROUGH ALLEY. MAINHOLE IS 10' BELOW SUBSURFACE PER CITY AS-BUILT PLAN 4'- 6 " 4" 4'- 0 " 2'- 0 " (E) P.R.O.W.7'-10 1/2" 4'-0" 10'-0"4'-0"10'-0"5'-4"6'-0"24'-0 1/2"11'-5"6'-4"5'-6"10'-4" 4'- 0 " 4'-0" 14 ' - 2 " 16 ' - 3 1 / 2 " 25 ' m a x 25 ' - 0 " 38A 38B 38C 38D 38E 36A 36B 36C 36D 36E 513.50 513.50 513.17 513.17 513.17 513.50 513.50 513.17 513.17 513.17 510.10 RIM S 18 19 SEE G801 FOR TRASH ENCLOSURE PLAN BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E REA R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN SEWER AS BUILT PLAN PER CITY 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 2:59:56 PM A100 Checker SITE PLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/8" = 1'-0" SITE PLAN 1CURBS, GUTTERS, AND SIDEWALKS SHALL BE REPLACED PER CITY STANDARDS 1 CONSTRUCT NEW DRIVEWAY APPROACH PER CITY STANDARD 2 INTERLOCKING PAVERS DRIVEWAY W/ 10" ACID WASHED BORDER, UCR TAN FROM "COLORFULL" 3 LANDSCAPE AREA 4 CONCRETE DRIVEWAY , SCORED 5 CONCRETE WALKWAY 6 INTERLOCKING PAVERS PATIO W/ 10" ACID WASHED BORDER, UCR TAN FROM "COLORFULL" 7 42"HT GARDEN WALL 8 6'H W.I. GATE 9 6'H CONC. BLOCK WALL, STUCCOED TAN ON BOTH SIDE WITH A DECORATIVE TRIM CAP 10 BUILDING LINE / OVERHEAD 11 2'x6' BIKE STALL w/ 5' CLEARANCE 12 MECHANICAL EQUIPMENT 13 TRASH ENCLOSURE W/ 6'H CMU WALL AND 6'H W.I. GATES 14 MAILBOX, DESIGN TBD 15 KNOX SWITCH FOR GATE 16 GAS METER 17 ELECTRICAL SUB PANEL 200AMP (MIN 225 AMP BUS BAR RATING) 18 NEW 3'H CONC. BLOCK WALL, STUCCOED TAN TO MATCH BLDG 19 2-GANG METER+HOUSE METER(POW MOD) 1 Date 1 A. B. C. D. E. F. G. H. I. J. K. L. 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 REQUIRING AN ENCROACHMENT/ TREE REMOVAL PERMIT TO REMOVE THE EXISTING LARGE PROTECTED CAMPHOR TREE. 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. ( N.I.C) - SEPARATE PERMIT IS REQUIRED FOR FIRE SPRINKLER, GRADING & DRAINAGE, AND LANDSCAPE WILL BE ON SEPARATE PERMITS NO SYCAMORE TREE AND OAK TREES ARE PRESENT, NO PROTECTED TREES ON SITE PROVIDE UFER OR OTHER APPROVED GROUND PER CEC 250. CONSENT WITH ADJACENT NEIGHBOR IS REQUIRED FOR ANY REMOVAL OF BLOCK WALLS NEAR ADJACENT PROPERTY PRIOR TO OCCUPANCY, THE DEVELOPER SHALL REPAIR ANY DAMAGES CAUSED BY THE DEVELOPMENT TO THE STREET FRONTAGES FROM PROPERTY LINE TO PROPERTY LINE INCLUDING BUT NOT LIMITED TO TRENCH CUTS AND CONSTRUCTION TRAFFIC, PER THE DIRECTION OF THE CITY ENGINEER. IF THE STREET (COLORADO BLVD) IS UNDER THE CITY’S PAVEMENT MORATORIUM LIST, THE REPAIR MAY EXTEND FROM CURB TO CURB, PER THE DIRECTION OF THE CITY ENGINEER THE PROPERTY OWNER/APPLICANT SHALL ENSURE ALL STRUCTURES ARE FIRE SPRINKLERED PER THE CITY OF ARCADIA FIRE DEPARTMENT SINGLE & MULTI-FAMILY DWELLING SPRINKLER STANDARD. NOTES SITE KEYNOTES M. N. O. P. Q. R. ANY REQUIRED MECHANICAL EQUIPMENT, SUCH AS BACKFLOW DEVICES, VISIBLE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE SCREENED FROM PUBLIC VIEW. SCREENING MAY INCLUDE LANDSCAPING, SOLID WALLS OR OTHER METHODS DEEMED APPROPRIATE FOR THE DEVELOPMENT. THE PLACEMENT AND HEIGHT OF SAID SCREENING SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE DEPUTY DEVELOPMENT SERVICES DIRECTOR CONDOMINIUM OR TOWNHOUSE COMPLEXES OF MORE THAN 5 INDIVIDUAL UNITS SHALL BE SERVED BY A COMMON DOMESTIC MASTER WATER METER AND SERVICE CAPABLE OF SUPPLYING SUFFICIENT WATER TO MEET ALL DOMESTIC AND FIRE SUPPRESSION NEEDS OF THE TOTAL NUMBER OF UNITS. IF A WATER SERVICE IS TO BE USED TO SUPPLY BOTH DOMESTIC WATER AND FIRE SPRINKLERS FOR EACH UNIT, THE DEVELOPER SHALL SEPARATE THE FIRE SERVICE FROM DOMESTIC WATER SERVICE AT EACH UNIT WITH AN APPROVED BACK FLOW PREVENTION DEVICE. NEW WATER SERVICE INSTALLATIONS SHALL BE BY THE DEVELOPER. INSTALLATION SHALL BE ACCORDING TO THE SPECIFICATIONS OF THE PUBLIC WORKS SERVICES DEPARTMENT, ENGINEERING SECTION. ABANDONMENT OF EXISTING WATER SERVICES, IF NECESSARY, SHALL BE CARRIED OUT BY THE DEVELOPER, ACCORDING TO PUBLIC WORKS SERVICES DEPARTMENT, ENGINEERING DIVISION SPECIFICATIONS. PROPERTY OWNER/APPLICANT SHALL ENSURE THE TRASH ENCLOSURES HAVE SUFFICIENT SIZE TO ACCOMMODATE THREE BINS/CARTS, ONE EACH FOR TRASH, RECYCLING AND GREENWASTE/FOODWASTE. FOR BINS, THERE SHOULD BE 1 FEET CLEARANCE AROUND EACH BIN. THE PROPERTY OWNER/APPLICANT SHALL COMPLY WITH ALL CITY REQUIREMENTS REGARDING BUILDING SAFETY, FIRE PREVENTION, DETECTION, SUPPRESSION, EMERGENCY ACCESS, PUBLIC RIGHT-OF-WAY IMPROVEMENTS, PARKING, WATER SUPPLY AND WATER FACILITIES, SEWER FACILITIES, TRASH REDUCTION AND RECYCLING REQUIREMENTS, AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) MEASURES TO THE SATISFACTION OF THE BUILDING OFFICIAL, FIRE MARSHAL, PUBLIC WORKS SERVICES DIRECTOR, AND DEPUTY DEVELOPMENT SERVICES DIRECTOR, OR THEIR RESPECTIVE DESIGNEES. COMPLIANCE WITH THESE REQUIREMENTS IS TO BE DETERMINED BY HAVING FULLY DETAILED CONSTRUCTION PLANS SUBMITTED FOR PLAN CHECK REVIEW AND APPROVAL BY THE FOREGOING CITY AND EMPLOYEES. A A101 B A101 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 ELEVATION AT T.O. ROOF FRAMING:545.17 AVERAGE EXISTING GRADE: 512.48 ELEVATION AT T.O. ROOF FRAMING:545.30 AVERAGE EXISTING GRADE: 512.48 ELEVATION AT T.O. ROOF FRAMING:545.10 AVERAGE EXISTING GRADE: 512.33 ELEVATION AT T.O. ROOF FRAMING:545.30 AVERAGE EXISTING GRADE: 512.33 BUILDING 1 BUILDING 2 BUILDING HEIGHT CALCULATION (FROM TOP OF ROOF TO AVERAGE EXISTING GRADE) BUILDING 1: ELEVATION AT T.O. ROOF FRAMING:AVERAGE EXISTING GRADE:545.30512.48 DIFFERENCE:32.82 BUILDING 2: ELEVATION AT T.O. ROOF FRAMING: AVERAGE EXISTING GRADE: 545.17 512.48 DIFFERENCE:32.69 512.67 (BLDG 2 GARAGE FF) 545.30 (BLDG 3 GARAGE FF) 513.50 (BLDG 1 FF) 513.00 (BLDG 1 GARAGE FF) 513.17 (BLDG 2 FF) 545.17(BLDG 2 GARAGE FF) 31 . 9 3 ' 31 . 8 0 ' 32 . 8 2 ' 32 . 8 2 ' 512.48 (AVERAGE EXISTING GRADE)512.48 (AVERAGE EXISTING GRADE) max 545.48 BUILDING 3BUILDING 4 512.67 (BLDG 4 GARAGE FF) 545.30 (BLDG 3 GARAGE FF) 513.50 (BLDG 3 FF) 5" 513.00 (BLDG 3 GARAGE FF) 513.17 (BLDG 4 FF) 545.10(BLDG 4 GARAGE FF)BUILDING HEIGHT CALCULATION (FROM TOP OF ROOF TO AVERAGE EXISTING GRADE) BUILDING 3: ELEVATION AT T.O. ROOF FRAMING: AVERAGE EXISTING GRADE: 545.30 512.33 DIFFERENCE:32.97 BUILDING 4: ELEVATION AT T.O. ROOF FRAMING:AVERAGE EXISTING GRADE:545.10512.33 DIFFERENCE:32.77 31 . 8 0 ' 31 . 9 3 ' 32 . 9 7 ' 32 . 7 7 ' 512.33 (AVERAGE EXISTING GRADE)512.33 (AVERAGE EXISTING GRADE) 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 3/32" = 1'-0" 10/23/2025 2:59:58 PM A101 Checker SITE SECTION NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 3/32" = 1'-0" SITE PLAN 1 3/32" = 1'-0" SITE SECTION A A 3/32" = 1'-0" SITE SECTION B B A G 1 A302 2 A301 1 A301 C DB E F 1.1. 3 3 2.5 2.5 2.2. 3 A302 2 A302 3 A301 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE FOYER FOYER FOYER FOYERFOYER 20'-0"20'-0"20'-0" 11'-6" 6'-0" 6'-0"61'-4" 2nd Floor Line 2nd Floor Line 20 ' - 0 " 7'- 2 " 20 ' - 0 " 6'- 8 " UNIT #1TYPE A UNIT #2TYPE B UNIT #3TYPE C UNIT #4TYPE D UNIT #5TYPE E 9'-0"11'-6"21'-9"19'-1" 21'-0" 45'-4 1/2" 34'-2"8'-0"3'-2" TO 2nd FLR UP TO 2nd FLR UP 20'-0" 3'-0" 20 ' - 0 " 10'-6"20'-0"30'-10" 4'- 6 " 26 ' - 0 " 9'-0"11'-8"10'-0"13'-9" 10 ' - 4 " 20 ' - 2 " 102 3' - 0"X 7' - 0"ENTRY 108 3' - 0"X 7' - 0"SC 101 16' - 0"X 7' - 6"GARAGE DR 101 16' - 0"X 7' - 6"GARAGE DR 09 2' - 6"x 6' - 0" FXSILL HT: 1' - 0" TG 104 1' - 2"X 7' - 0"S.LITE TG 102 3' - 0"X 7' - 0"ENTRY 108 3' - 0"X 7' - 0"SC 105 1' - 2"X 7' - 0"S.LITE TG 103 3' - 0"X 7' - 0"ENTRY 19 5' - 0"x 5' - 0" SLSILL HT: 2' - 0" 03 3' - 0"x 3' - 0" AWSILL HT: 4' - 0" 03 3' - 0"x 3' - 0" AWSILL HT: 4' - 0" 1" MIN 1" M I N 2'- 8 " 1" M I N 6 6 2 2 3030 2 AT CLG.AT CLG. 6'-0"3'-0"2'-6"2'-3 1/2"6'-10 1/2"7'-1"2'-11"10'-9"3'-0" 3'- 1 0 1 / 2 " 2'- 3 1 / 2 " 4'- 2 " 5'- 8 " 14 ' - 6 " 7'- 2 " 2'-2 1/2"4'-2"17'-8"6'-2"4'-8"9'-6" 6'- 1 0 " 3'- 6 " 1'-1"10'-1"10'-6"10'-2"9'-1"1'-3" 4'- 6 " 2'- 8 " 20 ' - 0 " 3'- 4 " 44'-5" CMS CM S TO 2nd FLR UP TO 2nd FLR UP TO 2nd FLR UP 6 2 30 6 2 30 AT CLG. 6 2 30 2 2 222 6'-0"3'-0"2'-7"2'-2"6'-9"7'-0 1/2"2'-3"2'-4 1/2"3'-1"7'-0"8'-0 1/2"2'-3"8'-9 1/2" 61'-4" 1'-0"9'-5"10'-1"10'-2"10'-2"10'-1"9'-5"1'-0" 3'-0" 9'-2"5'-2"6'-2"6'-2"5'-0"9'-2"1'-11"5'-4"6'-1"7'-2" 30 ' - 6 " 20'-6"20'-4"20'-6" 7'- 2 " 102 3' - 0"X 7' - 0"ENTRY 102 3' - 0"X 7' - 0"ENTRY 108 3' - 0"X 7' - 0"SC 108 3' - 0"X 7' - 0"SC 102 3' - 0"X 7' - 0"ENTRY 108 3' - 0"X 7' - 0"SC 101 16' - 0"X 7' - 6"GARAGE DR 101 16' - 0"X 7' - 6"GARAGE DR 101 16' - 0"X 7' - 6"GARAGE DR 03 3' - 0"x 3' - 0" AWSILL HT: 4' - 0" 09 2' - 6"x 6' - 0" FXSILL HT: 1' - 0" TG 09 2' - 6"x 6' - 0" FXSILL HT: 1' - 0" TG 104 1' - 2"X 7' - 0"S.LITE TG 104 1' - 2"X 7' - 0"S.LITE TG 104 1' - 2"X 7' - 0"S.LITE TG 03 3' - 0"x 3' - 0" AWSILL HT: 4' - 0" 5'- 0 " 2'- 2 " AT CLG.AT CLG. CM S CM S CMS 1" M I N 1" M I N 1" M I N 5 5 A711 3'- 1 0 " 3'- 4 " 2'- 8 " 20 ' - 0 " 5'- 2 " 7'- 2 " 6'- 0 " 7'- 2 " 6'- 0 " 8'- 0 " 6'- 0 " 30 ' - 6 " 11111 5 A711 5 A711 5 A711 5A711 1111 7'-4"6'-5"1'-0"6'-6"5'-2"5'-4"6'-2"6'-2"5'-6"5'-10"6'-1"7'-2" WHEEL STOPWHEEL STOPWHEEL STOPWHEEL STOPWHEEL STOP BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN FLOOR PLAN NOTES 1. 2. 3. 4. ALL WINDOWS HAVE A U-FACTOR & SHGC AS SHOWN PER CF-1R, MF-1R SHEETS OF ENERGY CALCULATIONSSEE SHEET A-601 FOR WINDOW/DOOR SCHEDULE ATTACHMENT OF EXTERIOR DECKS TO EXTERIOR WALLS SHALL BE INSPECTED PRIOR TO COVERINGMULTIPLE FAMILY CONSTRUCTION STANDARDS: FLOOR PLAN KEYNOTES 1 2 3 5 10 11 12 13 14 15 HEAT PUMP ELECTRIC WATER HEATER, SEE SHEET 1/A781 FOR SPECS. DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) STAIR HANDRAIL - 34" TO 38" HIGH FROM TREAD. 42" MIN BALUSTER GUARD HANDRAIL. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM WALKING SURFACE TO REQUIRED GUARD HEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4 INCHES IN DIAMETER 6 PROVIDE A 1 3/8" THICK DOOR, SELF-CLOSING AND SELF-LATCHING DOOR WITH 20 MIN. S-RATING AND TIGHT FITTING 7 STRAIGHT OPENING 8 CABINETS OR SHELVES 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER /HEAT PUMP 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, SEE AD1- APPROVED BUILDING PAPER UNDER EXTERIOR FINISHES. THREE LAYERS OFGRADE 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. 72” HIGH NON-ABSORBENT WALL SURFACE IN BATHTUB AND SHOWER COMPARTMENTS.(CRC R307.2 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 17 VENTILATION DEVICEEACH KITCHEN AND BATHROOM IS REQUIRED TO HAVE AN EXHAUST FAN DUCTED TO THE OUTSIDE WITH A MINIMUM VENTILATION RATE AND CAPTURE EFFICIENCY PER TABLE 150.0-G THE DUCTING FOR THE EXHAUST FAN SHALL BE SIZED ACCORDING TO ASHRAE STANDARD 62.2 TABLE 7.1. THIS LOCAL EXHAUST FAN MAY OPERATE CONTINUOUSLY OR INTERMITTENTLY. INSTALLING THIS LOCAL EXHAUST FAN IN THE KITCHEN WILL ALLOW THE HOME OCCUPANT TO REGULATE THE INDOOR AIR QUALITY WHEN NEEDED. 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 18 NO FIREPLACE PROVIDED 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY 101 CFM (UNIT A), 92 CFM (UNIT B AND C), and 104 CFM (UNIT D) INDOOR AIR QUALITY FAN PER ENERGY CALCULATIONS. LOCATION AT 3RD FLOOR CEILING. IAQ FAN SHALL REMAIN OPEN WHILE THE BUILDING IS OCCUPIED 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], 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 @ 180CFM FOR UNIT < 1500SQFT FLOOR AREA& 250 CFM FOR UNIT >1500SQFT FLOOR AREA. (CMC 504.2 & ASHRAE 62.2 TYP.) • • •• • PROVIDE DEDICATED 240V, 30A ELECTRICAL CIRCUIT AND DISCONNECT AS REQUIRED BY CEC AND CMC.CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANT WATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADEINSTALL SEISMIC BRACING PER CPC §507.2, WITH TWO STRAPS LOCATED AT THE TOP 1/3 AND BOTTOM 1/3 OF THE UNIT, MINIMUM 4" AWAY FROM CONTROLS. IT MUST BE UL APPROVED / THIRD PARTY • • • • • 1-HR FIRE-RESISTIVE CONSTRUCTIONGARAGE EXTERIOR WALL: (INTERIOR) SIDE: PROVIDE 5/8" TYPE 'X' GYPSUM BOARD (EXTERIOR) SIDE: 7/8" STUCCO PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ALL GARAGE WALL/CEILING SEPARATING HABITABLE SPACEPROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ENTIRE USABLE SPACE UNDER STAIRWAYONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8" GYP.BD. TYPE 'X' ON ALL WALLS, CEILING, POSTS, AND BEAMS ADJACENT TO OR SUPPORTING THE DWELLING. THE SUPPORTING CONSTRUCTION OF SUCH ASSEMBLIES SHALL HAVE AN EQUAL OR GREATER FIRE RESISTANCE RATING. (CRC R302.3.1) 24 FURNACE /FCU FAN COIL AT ATTIC/WALL SEE ENERGY REPORT FOR SPEC 25 ROOF DRAIN / OVERFLOW: PROVIDE MIN 2% SLOPE AND WATERPROOFING AT DECK/BALCONY/FLAT ROOF . INLET FLOW LINE OF OVERFLOW DRAIN SHAL BE 2" ABOVE LOW POINT OF DECK/ROOF . 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 208/240VOLT 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 30 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 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND SOFFITS PROTECTED BY 5/8" TYPE 'X' GYP BD. 1-HR RATED DEMISING WALL WITH STC 61 FOR SOUND GENERAL FINISH NOTES: •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: • • •• 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 INTERCONNECTED HARD WIRE SMOKE DETECTOR W/ BATTERY BACKUP & LOW BATTERY SIGNAL, BACK-UP SHALL BE INSTALLED PER CRC R314. SD SHALL SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY ARE LOCATED INTERCONNECTED CARBON MONOXIDE HARD-WIRED CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R315 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 (100CFM MIN.) 24" WIDE DISHWASHER WATER CLOSET (1.2 GALLONS PER FLUSH MAX)24" CLEAR IN FRONT AND 30" MIN WIDE COMPARTMENT ATTIC FURNACE AND PASSAGEWAY- 30"X30" ATTIC ACCESS. 24" WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE TO EQUIPMENT AND IT'S CONTROL. 20' MAX OF PASSAGEWAY W/D REF DW • • QUIET EXHAUST FAN W/ MIN. 5 AIR EXCHANGES PER HOURFAN SHALL BE ENERGY COMPLIANT AND BE CONDUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING FANS, 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 WALL LEGEND 2X6 OR LARGER STUD WALL 2X4 STUD WALL 1-HR FIRE-RESISTIVE WALL 8" CMU WALL 1-HR RATED DEMISING WALL1-HR FIRE-RESISTIVE WALL AND STC 61 FOR SOUND SEE SHEET (FIRE/SOUND WALL PLAN) FOR ALL FIRE RATED WALL AND CEILING EGRESS NOTE •EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING HAVING A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET EXCEPT FOR GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24 IN., WIDTH SHALL BE 20 IN. MIN., AND BOTTOM OF THE CLEAR OPENING SHALL BE NO GREATER THAN 44 INCHES MEASURED FROM THE FLOOR W WASHER D DRYER AGING-IN-PLACE DESIGN AND FALL PREVENTION SEE SHEET A771NOTE: INFORMATION AND/OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE OPERATION AND MAINTENANCE MANUAL IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.4. 31 HEAT PUMP WATER HEATER 8" WALL SEE STRUCTURAL PLUMBING WALL 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.) •AT ALL DWELLING SEPARATION WALL THE FOLLOWING FEATURES OF THIS RESIDENTIAL BUILDING(S) COMPLY WITH THE FOLLOWING STANDARDS IN SECTION 35:A.SOUND ATTENUATION PER APPENDIX CHAP 12 OF ORDINANCE B.2" X 6" PLUMBING WALLS- INSULATION WRAPPED- ID ON PLANS. C.NO MIXING OF PM&E BETWEEN UNITS, NO BACK-TO-BACK MEDICINE CAB, BOXES, ETC. IN PARTY WALLS.D.NO WATER, DRAINAGE, VENT PIPING, DUCT WORK ALLOWED IN SOUND ASSEMBLIES.E.COMFORT COOLING TO 78EF REQUIRED.F.ILLUMINATE PUBLIC SPACES INCLUDING STAIRS, DRIVES, WALKS AND PARKING AT 1 FOOTCANDLE. G. PAVE ALL DRIVES, WALKS, H.20% MAX DRIVEWAY WITH UPPER AND LOWER TRANSITION ZONES PER 3506.2.I.CURBS, BARRIERS, WHEEL STOPS, ETC. TO PROTECT BUILDINGS FROM VEHICLE DAMAGE.J.PROTECT GARAGE/CARPORT WALLS TO 4' HIGH. IF MASONRY, SOLID GROUT.K.CONCRETE FLOORS IN ALL COVERED PARKING. 1/4" = 1'-0" BLDG - 1&2 1ST FLR PLAN 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:00 PM A102 Checker BLDG 1&2 - 1ST FLOORPLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 0 0 A A G G 1 A302 2 A301 1A301 C C D D B B E E F F 1.1. 3 3 2.5 2.5 2.2. 3 A302 2 A302 3 A301 LIVING 34 ' - 7 1 / 2 " 44'-5"61'-4" 61'-4"45'-4 1/2" BEDROOM BEDROOM BEDROOM BEDROOM UNIT #1TYPE A UNIT #2TYPE B UNIT #3TYPE C UNIT #4TYPE D UNIT #5TYPE E 3'-10"33'-4"7'-4"16'-10"6'-5"38'-0" BA T H R M BA T H R M BATHRM BATHRM BATHRM 35 ' - 6 " 2'- 0 " 30'-10"20'-0"10'-6"10'-0"24'-2"10'-3"11 1/2" 2'- 0 " 2'- 0 " BEDROOM 6'-0" 2'- 0 " 1'- 1 1 1 / 2 " KITCHEN 23 ' - 3 1 / 2 " 9'- 4 1 / 2 " 1'- 1 1 1 / 2 " 1'- 1 1 / 2 " 5'-8"15'-10"2'-8"6'-0" 33 ' - 6 " 9'-9"9'-0"7'-8"6'-10"6'-7"4'-7" 5'- 2 " 10 ' - 1 0 1 / 2 " 7'- 3 " 4'- 9 " 4'- 7 1 / 2 " 12 2' - 6"x 5' - 0" FXSILL HT: 3' - 0" 22 6' - 0"x 5' - 0" SLSILL HT: 3' - 0" 26 6' - 0"x 5' - 0" SLSILL HT: 3' - 0" E 22 6' - 0"x 5' - 0" SLSILL HT: 3' - 0" 10 2' - 6"x 6' - 0" FXSILL HT: 2' - 0" 10 2' - 6"x 6' - 0" FXSILL HT: 2' - 0" 111 5' - 0"X 7' - 0"SL 108 3' - 0"X 7' - 0"SC 108 3' - 0"X 7' - 0"SC 17 3' - 0"x 5' - 0" SHSILL HT: 3' - 0" 18 3' - 0"x 5' - 0" SHSILL HT: 3' - 0" E 05 3' - 0"x 4' - 6" CSSILL HT: 3' - 6" 16 7' - 6"x 6' - 0" (M)3XCSSILL HT: 3' - 0" 108 3' - 0"X 7' - 0"SC TO 3 R D F L R UP TO 1 S T F L R DN 5'-11"3'-8"3'-8"3'-8"7'-2"3'-8"3'-8"13'-0" 24'-1"9'-10"10'-6" 33 ' - 6 " 2'- 5 1 / 2 " 8'- 1 0 1 / 2 " 3'- 8 " 6'- 6 1 / 2 " 2'- 4 " 10 ' - 9 " CLOSET 30 ' - 8 " 24'-1"7'-4"13'-0" 16 16 16 16 28 ' - 6 " 5'- 0 1 / 2 " 5 5 10 ' - 1 0 " 2'- 4 " 12 ' - 1 1 1 / 2 " 8'- 6 " 10 ' - 9 1 / 2 " 9'- 0 1 / 2 " 12 ' - 1 0 " CLOSET 11'-6"12'-7"9'-10"10'-6" 5'-11"7'-4"10'-10"7'-4"13'-0" DINING 5 5 TO 3 R D F L R UP TO 1 S T F L R DN CM S CM S CM S CM S 108 3' - 0"X 7' - 0"SC 15 7' - 6"x 6' - 0" (M)3XCSSILL HT: 2' - 0" 15 7' - 6"x 6' - 0" (M)3XCSSILL HT: 2' - 0" 108 3' - 0"X 7' - 0"SC 15 7' - 6"x 6' - 0" (M)3XCSSILL HT: 2' - 0" 13 2' - 6"x 6' - 0" FXSILL HT: 2' - 0" TG 111 5' - 0"X 7' - 0"SL 111 5' - 0"X 7' - 0"SL 111 5' - 0"X 7' - 0"SL 23 4' - 0"x 4' - 6" SLSILL HT: 3' - 6" E 25 4' - 0"x 4' - 6" SLSILL HT: 3' - 6" 05 3' - 0"x 4' - 6" CSSILL HT: 3' - 6" 05 3' - 0"x 4' - 6" CSSILL HT: 3' - 6" 108 3' - 0"X 7' - 0"SC 108 3' - 0"X 7' - 0"SC 108 3' - 0"X 7' - 0"SC 06 3' - 0"x 4' - 6" CSSILL HT: 3' - 6" E 108 3' - 0"X 7' - 0"SC 05 3' - 0"x 4' - 6" CSSILL HT: 3' - 6"23 4' - 0"x 4' - 6" SLSILL HT: 3' - 6" E 02 2' - 0"x 2' - 0" AWSILL HT: 6' - 0" TG 108 3' - 0"X 7' - 0"SC 111 5' - 0"X 7' - 0"SL 6'-6 1/2"10'-3 1/2"1'-8"3'-11"1'-9"7'-9"17'-10" 10 ' - 5 1 / 2 " 5'- 5 " 12 ' - 1 0 1 / 2 " 2'- 9 " 2'-9"10'-1"12'-6 1/2"5'-1 1/2"2'-7"7'-7"3'-0"7'-4"6'-3"4'-1" TO 3 R D F L R UP TO 1 S T F L R DN 13'-2"7'-4"7'-4"13'-0"13'-0"7'-6" 10 ' - 9 1 / 2 " 3'- 1 0 1 / 2 " 18 ' - 1 0 " 1'- 2 " 10'-6"10'-0"10'-6"9'-10"9'-6"11'-0" 2'- 0 " 8'- 8 " 4'- 1 1 / 2 " 6'- 6 " 2'- 4 " 9'- 1 0 1 / 2 " 9'- 4 " 3'- 8 " 6'- 6 " 2'- 4 " 10 ' - 1 0 " 9'- 4 " 3'- 8 " 6'- 6 " 2'- 4 " 9'- 8 " 13'-3"7'-3"6'-10"13'-6"13'-2"7'-4" 10 ' - 9 1 / 2 " 3'- 8 " 9'- 2 " 9'- 1 0 1 / 2 " 23 ' - 4 1 / 2 " 12 ' - 1 1 / 2 " CM S CM S CM S CM S CM S CM S CMS CM S CM S 16 16 16 16 16 16 KITCHEN KITCHEN KITCHEN KITCHEN TO 3 R D F L R UP TO 1 S T F L R DN TO 3 R D F L R UP TO 1 S T F L R DN 14 2' - 0"x 5' - 6" FXSILL HT: 8' - 6" 14 2' - 0"x 5' - 6" FXSILL HT: 8' - 6" 9 9 LIVING DINING 9 6 A711 6A711 31 31 31 31 31 5 5 5 9 9 3'-0"3'-0" 7 A711 15 " M I N 1' - 3 " 15 " M I N 1' - 3 " 5 15 " M I N 1' - 3 " 15 " M I N 1' - 3 " 14 13 14 1' - 3 " 1' - 3 " 14 13 14 15 " M I N 1' - 4 " 15 " M I N 1' - 4 " 1314 15 " M I N 1' - 3 " 15 " M I N 1' - 3 " 14 14 13 14 13 BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN FLOOR PLAN NOTES 1. 2.3. 4. ALL WINDOWS HAVE A U-FACTOR & SHGC AS SHOWN PER CF-1R, MF-1R SHEETS OF ENERGY CALCULATIONS SEE SHEET A-601 FOR WINDOW/DOOR SCHEDULEATTACHMENT OF EXTERIOR DECKS TO EXTERIOR WALLS SHALL BE INSPECTED PRIOR TO COVERINGMULTIPLE FAMILY CONSTRUCTION STANDARDS: FLOOR PLAN KEYNOTES 1 2 3 5 10 11 12 13 14 15 HEAT PUMP ELECTRIC WATER HEATER, SEE SHEET 1/A781 FOR SPECS. DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) STAIR HANDRAIL - 34" TO 38" HIGH FROM TREAD. 42" MIN BALUSTER GUARD HANDRAIL. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM WALKING SURFACE TO REQUIRED GUARD HEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4 INCHES IN DIAMETER 6 PROVIDE A 1 3/8" THICK DOOR, SELF-CLOSING AND SELF-LATCHING DOOR WITH 20 MIN. S-RATING AND TIGHT FITTING 7 STRAIGHT OPENING 8 CABINETS OR SHELVES 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER /HEAT PUMP 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, SEE AD1- 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. 72” HIGH NON-ABSORBENT WALL SURFACE IN BATHTUB AND SHOWER COMPARTMENTS.(CRC R307.2 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 17 VENTILATION DEVICEEACH KITCHEN AND BATHROOM IS REQUIRED TO HAVE AN EXHAUST FAN DUCTED TO THE OUTSIDE WITH A MINIMUM VENTILATION RATE AND CAPTURE EFFICIENCY PER TABLE 150.0-G THE DUCTING FOR THE EXHAUST FAN SHALL BE SIZED ACCORDING TO ASHRAE STANDARD 62.2 TABLE 7.1. THIS LOCAL EXHAUST FAN MAY OPERATE CONTINUOUSLY OR INTERMITTENTLY. INSTALLING THIS LOCAL EXHAUST FAN IN THE KITCHEN WILL ALLOW THE HOME OCCUPANT TO REGULATE THE INDOOR AIR QUALITY WHEN NEEDED. 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 18 NO FIREPLACE PROVIDED 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY 101 CFM (UNIT A), 92 CFM (UNIT B AND C), and 104 CFM (UNIT D) INDOOR AIR QUALITY FAN PER ENERGY CALCULATIONS. LOCATION AT 3RD FLOOR CEILING. IAQ FAN SHALL REMAIN OPEN WHILE THE BUILDING IS OCCUPIED 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], 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 @ 180CFM FOR UNIT < 1500SQFT FLOOR AREA& 250 CFM FOR UNIT >1500SQFT FLOOR AREA. (CMC 504.2 & ASHRAE 62.2 TYP.) • • •• • PROVIDE DEDICATED 240V, 30A ELECTRICAL CIRCUIT AND DISCONNECT AS REQUIRED BY CEC AND CMC.CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANTWATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADEINSTALL SEISMIC BRACING PER CPC §507.2, WITH TWO STRAPS LOCATED AT THE TOP 1/3 AND BOTTOM 1/3 OF THE UNIT, MINIMUM 4" AWAY FROM CONTROLS.IT MUST BE UL APPROVED / THIRD PARTY • • • • • 1-HR FIRE-RESISTIVE CONSTRUCTIONGARAGE EXTERIOR WALL: (INTERIOR) SIDE: PROVIDE 5/8" TYPE 'X' GYPSUM BOARD (EXTERIOR) SIDE: 7/8" STUCCO PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ALL GARAGE WALL/CEILING SEPARATING HABITABLE SPACEPROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ENTIRE USABLE SPACE UNDER STAIRWAY ONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8" GYP.BD. TYPE 'X' ON ALL WALLS, CEILING, POSTS, AND BEAMS ADJACENT TO OR SUPPORTING THE DWELLING. THE SUPPORTING CONSTRUCTION OF SUCH ASSEMBLIES SHALL HAVE AN EQUAL OR GREATER FIRE RESISTANCE RATING. (CRC R302.3.1) 24 FURNACE /FCU FAN COIL AT ATTIC/WALL SEE ENERGY REPORT FOR SPEC 25 ROOF DRAIN / OVERFLOW: PROVIDE MIN 2% SLOPE AND WATERPROOFING AT DECK/BALCONY/FLAT ROOF . INLET FLOW LINE OF OVERFLOW DRAIN SHAL BE 2" ABOVE LOW POINT OF DECK/ROOF . 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 208/240VOLT 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 30 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 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND SOFFITS PROTECTED BY 5/8" TYPE 'X' GYP BD. 1-HR RATED DEMISING WALL WITH STC 61 FOR SOUND GENERAL FINISH NOTES: •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: • • •• OUTLETS IN DWELLING UNIT SEPARATION WALLS SHALL HAVE ACOUSTIC PADS COMPLETELY SURROUNDING THE BOX AND WIRE HOLES OUTLETS 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 INTERCONNECTED HARD WIRE SMOKE DETECTOR W/ BATTERY BACKUP & LOW BATTERY SIGNAL, BACK-UP SHALL BE INSTALLED PER CRC R314. SD SHALL SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY ARE LOCATED INTERCONNECTED CARBON MONOXIDE HARD-WIRED CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R315 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 (100CFM MIN.) 24" WIDE DISHWASHER WATER CLOSET (1.2 GALLONS PER FLUSH MAX)24" CLEAR IN FRONT AND 30" MIN WIDE COMPARTMENT ATTIC FURNACE AND PASSAGEWAY- 30"X30" ATTIC ACCESS. 24" WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE TO EQUIPMENT AND IT'S CONTROL. 20' MAX OF PASSAGEWAY W/D REF DW • • QUIET EXHAUST FAN W/ MIN. 5 AIR EXCHANGES PER HOURFAN SHALL BE ENERGY COMPLIANT AND BE CONDUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDINGFANS, NOT FUNCTIONING AS COMPONENT OF A WHOLE HOUSE VENTILATION, MUST BE CONTROLLED BY A HUMIDITY CONTROL EXIT SIGN: SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90MIN. IN CASE OF PRIMARY POWER LOSS CM SD WALL-MOUNTED LAVATORY STAINLESS STEEL, UNDER MOUNT KITCHEN SINK WALL LEGEND 2X6 OR LARGER STUD WALL 2X4 STUD WALL 1-HR FIRE-RESISTIVE WALL 8" CMU WALL 1-HR RATED DEMISING WALL1-HR FIRE-RESISTIVE WALL AND STC 61 FOR SOUND SEE SHEET (FIRE/SOUND WALL PLAN) FOR ALL FIRE RATED WALL AND CEILING EGRESS NOTE •EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING HAVING A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET EXCEPT FOR GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24 IN., WIDTH SHALL BE 20 IN. MIN., AND BOTTOM OF THE CLEAR OPENING SHALL BE NO GREATER THAN 44 INCHES MEASURED FROM THE FLOOR W WASHER D DRYER AGING-IN-PLACE DESIGN AND FALL PREVENTION SEE SHEET A771 NOTE: INFORMATION AND/OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE OPERATION AND MAINTENANCE MANUAL IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.4. 31 HEAT PUMP WATER HEATER 8" WALL SEE STRUCTURAL PLUMBING WALL 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.) •AT ALL DWELLING SEPARATION WALL THE FOLLOWING FEATURES OF THIS RESIDENTIAL BUILDING(S) COMPLY WITH THE FOLLOWING STANDARDS IN SECTION 35: A.SOUND ATTENUATION PER APPENDIX CHAP 12 OF ORDINANCEB.2" X 6" PLUMBING WALLS- INSULATION WRAPPED- ID ON PLANS. C.NO MIXING OF PM&E BETWEEN UNITS, NO BACK-TO-BACK MEDICINE CAB, BOXES, ETC. IN PARTY WALLS. D.NO WATER, DRAINAGE, VENT PIPING, DUCT WORK ALLOWED IN SOUND ASSEMBLIES.E.COMFORT COOLING TO 78EF REQUIRED.F.ILLUMINATE PUBLIC SPACES INCLUDING STAIRS, DRIVES, WALKS AND PARKING AT 1 FOOTCANDLE.G. PAVE ALL DRIVES, WALKS, H.20% MAX DRIVEWAY WITH UPPER AND LOWER TRANSITION ZONES PER 3506.2. I.CURBS, BARRIERS, WHEEL STOPS, ETC. TO PROTECT BUILDINGS FROM VEHICLE DAMAGE.J.PROTECT GARAGE/CARPORT WALLS TO 4' HIGH. IF MASONRY, SOLID GROUT. K.CONCRETE FLOORS IN ALL COVERED PARKING. 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:02 PM A103 Checker BLDG 1&2 - 2ND FLOORPLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/4" = 1'-0" BLDG -1&2 2ND FLR PLAN 1 BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN FLOOR PLAN NOTES 1. 2.3. 4. ALL WINDOWS HAVE A U-FACTOR & SHGC AS SHOWN PER CF-1R, MF-1R SHEETS OF ENERGY CALCULATIONS SEE SHEET A-601 FOR WINDOW/DOOR SCHEDULEATTACHMENT OF EXTERIOR DECKS TO EXTERIOR WALLS SHALL BE INSPECTED PRIOR TO COVERINGMULTIPLE FAMILY CONSTRUCTION STANDARDS: FLOOR PLAN KEYNOTES 1 2 3 5 10 11 12 13 14 15 HEAT PUMP ELECTRIC WATER HEATER, SEE SHEET 1/A781 FOR SPECS. DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) STAIR HANDRAIL - 34" TO 38" HIGH FROM TREAD. 42" MIN BALUSTER GUARD HANDRAIL. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM WALKING SURFACE TO REQUIRED GUARD HEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4 INCHES IN DIAMETER 6 PROVIDE A 1 3/8" THICK DOOR, SELF-CLOSING AND SELF-LATCHING DOOR WITH 20 MIN. S-RATING AND TIGHT FITTING 7 STRAIGHT OPENING 8 CABINETS OR SHELVES 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER /HEAT PUMP 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, SEE AD1- 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. 72” HIGH NON-ABSORBENT WALL SURFACE IN BATHTUB AND SHOWER COMPARTMENTS.(CRC R307.2 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 17 VENTILATION DEVICEEACH KITCHEN AND BATHROOM IS REQUIRED TO HAVE AN EXHAUST FAN DUCTED TO THE OUTSIDE WITH A MINIMUM VENTILATION RATE AND CAPTURE EFFICIENCY PER TABLE 150.0-G THE DUCTING FOR THE EXHAUST FAN SHALL BE SIZED ACCORDING TO ASHRAE STANDARD 62.2 TABLE 7.1. THIS LOCAL EXHAUST FAN MAY OPERATE CONTINUOUSLY OR INTERMITTENTLY. INSTALLING THIS LOCAL EXHAUST FAN IN THE KITCHEN WILL ALLOW THE HOME OCCUPANT TO REGULATE THE INDOOR AIR QUALITY WHEN NEEDED. 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 18 NO FIREPLACE PROVIDED 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY 101 CFM (UNIT A), 92 CFM (UNIT B AND C), and 104 CFM (UNIT D) INDOOR AIR QUALITY FAN PER ENERGY CALCULATIONS. LOCATION AT 3RD FLOOR CEILING. IAQ FAN SHALL REMAIN OPEN WHILE THE BUILDING IS OCCUPIED 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], 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 @ 180CFM FOR UNIT < 1500SQFT FLOOR AREA& 250 CFM FOR UNIT >1500SQFT FLOOR AREA. (CMC 504.2 & ASHRAE 62.2 TYP.) • • •• • PROVIDE DEDICATED 240V, 30A ELECTRICAL CIRCUIT AND DISCONNECT AS REQUIRED BY CEC AND CMC.CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANTWATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADEINSTALL SEISMIC BRACING PER CPC §507.2, WITH TWO STRAPS LOCATED AT THE TOP 1/3 AND BOTTOM 1/3 OF THE UNIT, MINIMUM 4" AWAY FROM CONTROLS.IT MUST BE UL APPROVED / THIRD PARTY • • • • • 1-HR FIRE-RESISTIVE CONSTRUCTIONGARAGE EXTERIOR WALL: (INTERIOR) SIDE: PROVIDE 5/8" TYPE 'X' GYPSUM BOARD (EXTERIOR) SIDE: 7/8" STUCCO PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ALL GARAGE WALL/CEILING SEPARATING HABITABLE SPACEPROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ENTIRE USABLE SPACE UNDER STAIRWAY ONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8" GYP.BD. TYPE 'X' ON ALL WALLS, CEILING, POSTS, AND BEAMS ADJACENT TO OR SUPPORTING THE DWELLING. THE SUPPORTING CONSTRUCTION OF SUCH ASSEMBLIES SHALL HAVE AN EQUAL OR GREATER FIRE RESISTANCE RATING. (CRC R302.3.1) 24 FURNACE /FCU FAN COIL AT ATTIC/WALL SEE ENERGY REPORT FOR SPEC 25 ROOF DRAIN / OVERFLOW: PROVIDE MIN 2% SLOPE AND WATERPROOFING AT DECK/BALCONY/FLAT ROOF . INLET FLOW LINE OF OVERFLOW DRAIN SHAL BE 2" ABOVE LOW POINT OF DECK/ROOF . 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 208/240VOLT 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 30 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 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND SOFFITS PROTECTED BY 5/8" TYPE 'X' GYP BD. 1-HR RATED DEMISING WALL WITH STC 61 FOR SOUND GENERAL FINISH NOTES: •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: • • •• OUTLETS IN DWELLING UNIT SEPARATION WALLS SHALL HAVE ACOUSTIC PADS COMPLETELY SURROUNDING THE BOX AND WIRE HOLES OUTLETS 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 INTERCONNECTED HARD WIRE SMOKE DETECTOR W/ BATTERY BACKUP & LOW BATTERY SIGNAL, BACK- UP SHALL BE INSTALLED PER CRC R314. SD SHALL SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY ARE LOCATED INTERCONNECTED CARBON MONOXIDE HARD-WIRED CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R315 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 (100CFM MIN.) 24" WIDE DISHWASHER WATER CLOSET (1.2 GALLONS PER FLUSH MAX)24" CLEAR IN FRONT AND 30" MIN WIDE COMPARTMENT ATTIC FURNACE AND PASSAGEWAY- 30"X30" ATTIC ACCESS. 24" WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE TO EQUIPMENT AND IT'S CONTROL. 20' MAX OF PASSAGEWAY W/D REF DW • • QUIET EXHAUST FAN W/ MIN. 5 AIR EXCHANGES PER HOURFAN SHALL BE ENERGY COMPLIANT AND BE CONDUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDINGFANS, NOT FUNCTIONING AS COMPONENT OF A WHOLE HOUSE VENTILATION, MUST BE CONTROLLED BY A HUMIDITY CONTROL EXIT SIGN: SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90MIN. IN CASE OF PRIMARY POWER LOSS CM SD WALL-MOUNTED LAVATORY STAINLESS STEEL, UNDER MOUNT KITCHEN SINK WALL LEGEND 2X6 OR LARGER STUD WALL 2X4 STUD WALL 1-HR FIRE-RESISTIVE WALL 8" CMU WALL 1-HR RATED DEMISING WALL1-HR FIRE-RESISTIVE WALL AND STC 61 FOR SOUND SEE SHEET (FIRE/SOUND WALL PLAN) FOR ALL FIRE RATED WALL AND CEILING EGRESS NOTE •EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING HAVING A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET EXCEPT FOR GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24 IN., WIDTH SHALL BE 20 IN. MIN., AND BOTTOM OF THE CLEAR OPENING SHALL BE NO GREATER THAN 44 INCHES MEASURED FROM THE FLOOR W WASHER D DRYER AGING-IN-PLACE DESIGN AND FALL PREVENTION SEE SHEET A771 NOTE: INFORMATION AND/OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE OPERATION AND MAINTENANCE MANUAL IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.4. 31 HEAT PUMP WATER HEATER 8" WALL SEE STRUCTURAL PLUMBING WALL 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.) •AT ALL DWELLING SEPARATION WALL THE FOLLOWING FEATURES OF THIS RESIDENTIAL BUILDING(S) COMPLY WITH THE FOLLOWING STANDARDS IN SECTION 35: A.SOUND ATTENUATION PER APPENDIX CHAP 12 OF ORDINANCEB.2" X 6" PLUMBING WALLS- INSULATION WRAPPED- ID ON PLANS. C.NO MIXING OF PM&E BETWEEN UNITS, NO BACK-TO-BACK MEDICINE CAB, BOXES, ETC. IN PARTY WALLS. D.NO WATER, DRAINAGE, VENT PIPING, DUCT WORK ALLOWED IN SOUND ASSEMBLIES.E.COMFORT COOLING TO 78EF REQUIRED.F.ILLUMINATE PUBLIC SPACES INCLUDING STAIRS, DRIVES, WALKS AND PARKING AT 1 FOOTCANDLE.G. PAVE ALL DRIVES, WALKS, H.20% MAX DRIVEWAY WITH UPPER AND LOWER TRANSITION ZONES PER 3506.2. I.CURBS, BARRIERS, WHEEL STOPS, ETC. TO PROTECT BUILDINGS FROM VEHICLE DAMAGE.J.PROTECT GARAGE/CARPORT WALLS TO 4' HIGH. IF MASONRY, SOLID GROUT. K.CONCRETE FLOORS IN ALL COVERED PARKING. A A G G 1A3022A301 1 A301 C C D D B B E E F F 1.1. 3 3 2.5 2.5 2.2. 3A3022A3023A301 UNIT #1TYPE A UNIT #2TYPE B UNIT #3TYPE C UNIT #4TYPE D UNIT #5TYPE E 33'-4"3'-10"16'-10"7'-4" 2'- 0 " 61'-4" +30" +30" +30" BEDROOMBEDROOMBEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM 43'-4"6'-0" 15'-6"4'-8"16'-10"2'-11"3'-5" 5'-9"28'-5"9'-2" 43'-4"6'-0"61'-4" 5'-10"29'-8"10'-8"15'-2" 2'- 0 " 2'- 0 " 2'- 0 " 3'- 6 " 26 ' - 0 " 33 ' - 6 " CLOSET CLOSET FCU FCU 31 ' - 6 " 4'-6 1/2"10'-11 1/2"4'-8"5'-6"11'-4" 05 3' - 0"x 4' - 0" CSSILL HT: 3' - 0" 106 2' - 6"X 7' - 0"SC 111 5' - 0"X 7' - 0"SL 107 2' - 8"X 7' - 0"SC 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E 01 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E 11 2' - 0"x 4' - 6" FXSILL HT: 2' - 6" 01 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 01 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 04 3' - 0"x 4' - 0" CSSILL HT: 3' - 0" E 110 3' - 0"X 7' - 0"DBL SC 106 2' - 6"X 7' - 0"SC 107 2' - 8"X 7' - 0"SC 107 2' - 8"X 7' - 0"SC 106 2' - 6"X 7' - 0"SC 107 2' - 8"X 7' - 0"SC 110 3' - 0"X 7' - 0"DBL SC 106 2' - 6"X 7' - 0"SC 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E21 4' - 0"x 2' - 0" SLSILL HT: 5' - 0" TG 109 2' - 0"X 5' - 0"SC 2'- 4 1 / 2 " 21 ' - 3 1 / 2 " 4'-4"1'-5"11'-5"6'-2"10'-10"6'-10"2'-4" 21 ' - 1 " 10 ' - 5 1 / 2 " 5 13'-0"3'-8"3'-8"10'-10"7'-4"4'-10" 14 ' - 0 1 / 2 " 2'- 5 1 / 2 " 7'- 6 1 / 2 " 9'- 6 " CMS CMS CMS 2'- 0 " 9'- 7 1 / 2 " 4'- 2 1 / 2 " 17 ' - 8 " 4'- 0 " 6'- 1 1 1 / 2 " 15 ' - 0 1 / 2 " 2'- 0 " 2'- 6 " 6'-10"7'-4"6'-2"9'-4"13'-8" 14 ' - 1 0 " 5'- 4 " 5'- 1 0 " 5'- 0 " 2'- 6 " 2'- 5 1 / 2 " 3'- 8 " 3'- 1 0 1 / 2 " 5'- 1 0 " 4'- 4 " 13 ' - 4 " 2'- 5 1 / 2 " 9'- 2 " 4'- 1 0 " CMS CMS CMS 19 19 5 3'-4"1'-4" TO 2 n d F L R DN 5 TO 2 n d F L R DN 16 16 16 16 107 2' - 8"X 7' - 0"SC 106 2' - 6"X 7' - 0"SC 107 2' - 8"X 7' - 0"SC 110 3' - 0"X 7' - 0"DBL SC 107 2' - 8"X 7' - 0"SC 106 2' - 6"X 7' - 0"SC 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" TG,E 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" TG,E 107 2' - 8"X 7' - 0"SC 110 3' - 0"X 7' - 0"DBL SC 106 2' - 6"X 7' - 0"SC 107 2' - 8"X 7' - 0"SC 106 2' - 6"X 7' - 0"SC 107 2' - 8"X 7' - 0"SC 110 3' - 0"X 7' - 0"DBL SC106 2' - 6"X 7' - 0"SC 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E 07 3' - 0"x 5' - 0" CSSILL HT: 3' - 0" 02 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" TG 01 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 01 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 01 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 109 2' - 0"X 5' - 0"SC 109 2' - 0"X 5' - 0"SC 109 2' - 0"X 5' - 0"SC 109 2' - 0"X 5' - 0"SC 109 2' - 0"X 5' - 0"SC 109 2' - 0"X 5' - 0"SC 21 ' - 9 " 9'- 9 " 24 ' - 1 " 4'- 5 1 / 2 " 2'- 1 1 1 / 2 " 7'-9"17'-10"7'-9"7'-4"10'-3" 19 19 19 CM S CMS CM S CM S CM S CM S CM S CMS CM S 5TO 2 n d F L R DN TO 2 n d F L R DN 5 TO 2 n d F L R DN 5 CLOSET CLOSET 12'-10"3'-6"4'-2"3'-8"3'-8"13'-0"12'-8"3'-6"4'-4" 14 ' - 1 0 " 5'- 4 " 5'- 1 0 " 5'- 6 "16 16 16 16 16 16 14 ' - 1 0 " 11 ' - 2 " 5'- 6 " 14 ' - 1 0 " 5'- 4 " 5'- 1 0 " 5'- 0 " 2'- 6 " 2'- 0 " 9'- 7 1 / 2 " 4'- 2 1 / 2 " 4'- 4 " 13 ' - 4 " 6'- 3 1 / 2 " 3'- 8 1 / 2 " 5'- 1 0 " 6'-8"7'-2"6'-8"6'-4"7'-4"6'-8"6'-4"7'-4"6'-10" 7'- 1 1 1 / 2 " 1'- 8 " 4'- 2 1 / 2 " 4'- 4 " 13 ' - 4 " CLOSET5'- 4 " 5'- 1 0 " 7'- 6 " 6'- 1 1 / 2 " 3'- 1 0 " FCU FCU FCU 6A711 6 A711 6 A711 6'-3"3'-3"10'-10"5'-10"3'-6"4'-0"9'-8" +30" +30" +30" +30" +30" 3'-8"5'-10" 5'-6"3'-6" 5'-6"3'-10"11'-2"10'-8"3'-6"6'-2"5'-10"3'-6"11'-2" TUBKohler K-1122-LA 48" PONY WALL TUBKohler K-1122-LA 48" PONY WALL TUBKohler K-1122-LA 48" PONY WALL TUBKohler K-1122-LA 48" PONY WALL 6'-4"3'-0" 109 2' - 0"X 5' - 0"SC 106 2' - 6"X 7' - 0"SC 3'-0"3'-0" 15 " M I N 1' - 4 " 15 " M I N 1' - 8 " 24"MIN 2' - 4"15 " M I N 1' - 4 " 15 " M I N 1' - 8 " 15 " M I N 1' - 5 " 15 " M I N 1' - 7 " 24"MIN 2' - 9"15 " M I N 1' - 5 " 15 " M I N 1' - 7 " 24"MIN 2' - 9" 7'-6"10'-10"3'-8"3'-8"13'-0" 15 " M I N 1'- 9 1 / 2 " 48" PONY WALL 13 13 TUBKohler K-1122-LA 13 13 13 15"MIN 1' - 7" 24 " M I N 2' - 5 " 15"MIN 1' - 4" 15"MIN 1' - 3" 3' - 5 " 15"MIN 1' - 4" 13 2' - 5 " 15"MIN 1' - 5" 15"MIN 1' - 5" 2' - 5 " 13 13 13 14 14 13 13 14 13 24"MIN 2' - 4" 14 23 23 2323 23 13 14 3'-10"5'-10"5'-10"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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:05 PM A104 Checker BLDG 1&2 - 3RD FLOORPLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/4" = 1'-0" BLDG 1&2 - 3RD FLR PLAN 1 2 2 A GCDBEF 4 4 5 5 4.5 4.5 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE FOYER FOYERFOYERFOYER FOYER 6'-0" 61'-4" 26 ' - 0 " 4'- 6 " 27 ' - 6 " 6'-0"45'-4 1/2" 2nd Floor Line UNIT #6TYPE A (R) UNIT #7TYPE B (R)UNIT #8TYPE C (R)UNIT #9TYPE D (R) UNIT #10TYPE E (R) 10 ' - 0 1 / 2 " TO 2nd FLR UP TO 2nd FLR UP TO 2nd FLR UP TO 2nd FLR UP TO 2nd FLR UP 30 ' - 6 " 9'- 1 1 1 / 2 " 7'- 2 1 / 2 " 12 ' - 1 1 1 / 2 " 10 ' - 4 " 20'-0" 20 ' - 0 " 21'-0" 20 ' - 8 " 20 ' - 0 " 20'-0"20'-0" 20 ' - 0 " 20 ' - 4 " 20'-0" 34'-2"10'-3"11 1/2"30'-10"20'-0"10'-6" 3'- 0 " 102 3' - 0"X 7' - 0"ENTRY 108 3' - 0"X 7' - 0"SC 101 16' - 0"X 7' - 6"GARAGE DR 101 16' - 0"X 7' - 6"GARAGE DR 104 1' - 2"X 7' - 0"S.LITE TG102 3' - 0"X 7' - 0"ENTRY 108 3' - 0"X 7' - 0"SC105 1' - 2"X 7' - 0"S.LITE TG 103 3' - 0"X 7' - 0"ENTRY 102 3' - 0"X 7' - 0"ENTRY 102 3' - 0"X 7' - 0"ENTRY 108 3' - 0"X 7' - 0"SC 108 3' - 0"X 7' - 0"SC 102 3' - 0"X 7' - 0"ENTRY 108 3' - 0"X 7' - 0"SC 101 16' - 0"X 7' - 6"GARAGE DR 101 16' - 0"X 7' - 6"GARAGE DR 101 16' - 0"X 7' - 6"GARAGE DR 104 1' - 2"X 7' - 0"S.LITE TG 104 1' - 2"X 7' - 0"S.LITE TG 104 1' - 2"X 7' - 0"S.LITE TG 6 6 2 2 3030 2 AT CLG.AT CLG. 6 2 30 6 2 30 AT CLG. 6 2 30 2 2 222 AT CLG.AT CLG. 09 2' - 6"x 6' - 0" FXSILL HT: 1' - 0" TG 19 5' - 0"x 5' - 0" SLSILL HT: 2' - 0" 03 3' - 0"x 3' - 0" AWSILL HT: 4' - 0" 03 3' - 0"x 3' - 0" AWSILL HT: 4' - 0" 03 3' - 0"x 3' - 0" AWSILL HT: 4' - 0"09 2' - 6"x 6' - 0" FXSILL HT: 1' - 0" TG 09 2' - 6"x 6' - 0" FXSILL HT: 1' - 0" TG 03 3' - 0"x 3' - 0" AWSILL HT: 4' - 0" CMS CM S CM S CM S CMS 9'-0"11'-6"21'-9"19'-1"9'-0"11'-8"10'-0"13'-9" 44'-5"61'-4" 8'-9 1/2"2'-3"8'-0 1/2"7'-0"3'-1 1/2"2'-4"2'-3"13'-9 1/2"2'-2"2'-7"3'-0"6'-0" 9'-0"5'-4"6'-2"6'-2"5'-6" 2'-2 1/2"21'-8"20'-6"20'-6"20'-4"20'-6" 3'-0"10'-9"2'-11"7'-1"6'-10 1/2"2'-3 1/2"2'-6"3'-0"6'-0" 1" MIN 1" M I N 1" M I N 1" M I N 1" M I N 1" M I N 2'-2 1/2"11'-6"10'-4"10'-10"9'-6" 1'-1"10'-1"10'-6"10'-2"9'-1"1'-3"6'-0"1'-0"9'-5"10'-1"10'-2"10'-2"10'-1"9'-5"1'-0" 5'- 2 " 7'- 2 " 6'- 0 " 6'- 0 " 7'- 2 " 6'- 0 " 8'- 0 " 6'- 0 " 14 ' - 6 " 5'- 8 " 4'- 2 " 2'- 3 1 / 2 " 3'- 1 0 1 / 2 " 2'- 1 0 " 4'- 0 " 3'- 4 " 3'- 1 0 " 4'- 6 " 2'- 8 " 2'- 4 " 4'- 6 " 1 1 1 1 1 11 11 11 11 9'-2"5'-2"2'-6"3'-8"3'-8"2'-6"5'-0"9'-0"2'-1"5'-4"6'-1"3'-4"3'-10" 5A711 5A711 5A711 WHEEL STOPWHEEL STOP WHEEL STOP WHEEL STOP WHEEL STOP BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN FLOOR PLAN NOTES 1. 2.3. 4. ALL WINDOWS HAVE A U-FACTOR & SHGC AS SHOWN PER CF-1R, MF-1R SHEETS OF ENERGY CALCULATIONS SEE SHEET A-601 FOR WINDOW/DOOR SCHEDULEATTACHMENT OF EXTERIOR DECKS TO EXTERIOR WALLS SHALL BE INSPECTED PRIOR TO COVERINGMULTIPLE FAMILY CONSTRUCTION STANDARDS: FLOOR PLAN KEYNOTES 1 2 3 5 10 11 12 13 14 15 HEAT PUMP ELECTRIC WATER HEATER, SEE SHEET 1/A781 FOR SPECS. DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) STAIR HANDRAIL - 34" TO 38" HIGH FROM TREAD. 42" MIN BALUSTER GUARD HANDRAIL. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM WALKING SURFACE TO REQUIRED GUARD HEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4 INCHES IN DIAMETER 6 PROVIDE A 1 3/8" THICK DOOR, SELF-CLOSING AND SELF-LATCHING DOOR WITH 20 MIN. S-RATING AND TIGHT FITTING 7 STRAIGHT OPENING 8 CABINETS OR SHELVES 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER /HEAT PUMP 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, SEE AD1- 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. 72” HIGH NON-ABSORBENT WALL SURFACE IN BATHTUB AND SHOWER COMPARTMENTS.(CRC R307.2 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 17 VENTILATION DEVICEEACH KITCHEN AND BATHROOM IS REQUIRED TO HAVE AN EXHAUST FAN DUCTED TO THE OUTSIDE WITH A MINIMUM VENTILATION RATE AND CAPTURE EFFICIENCY PER TABLE 150.0-G THE DUCTING FOR THE EXHAUST FAN SHALL BE SIZED ACCORDING TO ASHRAE STANDARD 62.2 TABLE 7.1. THIS LOCAL EXHAUST FAN MAY OPERATE CONTINUOUSLY OR INTERMITTENTLY. INSTALLING THIS LOCAL EXHAUST FAN IN THE KITCHEN WILL ALLOW THE HOME OCCUPANT TO REGULATE THE INDOOR AIR QUALITY WHEN NEEDED. 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 18 NO FIREPLACE PROVIDED 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY 101 CFM (UNIT A), 92 CFM (UNIT B AND C), and 104 CFM (UNIT D) INDOOR AIR QUALITY FAN PER ENERGY CALCULATIONS. LOCATION AT 3RD FLOOR CEILING. IAQ FAN SHALL REMAIN OPEN WHILE THE BUILDING IS OCCUPIED 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], 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 @ 180CFM FOR UNIT < 1500SQFT FLOOR AREA& 250 CFM FOR UNIT >1500SQFT FLOOR AREA. (CMC 504.2 & ASHRAE 62.2 TYP.) • • •• • PROVIDE DEDICATED 240V, 30A ELECTRICAL CIRCUIT AND DISCONNECT AS REQUIRED BY CEC AND CMC.CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANTWATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADEINSTALL SEISMIC BRACING PER CPC §507.2, WITH TWO STRAPS LOCATED AT THE TOP 1/3 AND BOTTOM 1/3 OF THE UNIT, MINIMUM 4" AWAY FROM CONTROLS.IT MUST BE UL APPROVED / THIRD PARTY • • • • • 1-HR FIRE-RESISTIVE CONSTRUCTIONGARAGE EXTERIOR WALL: (INTERIOR) SIDE: PROVIDE 5/8" TYPE 'X' GYPSUM BOARD (EXTERIOR) SIDE: 7/8" STUCCO PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ALL GARAGE WALL/CEILING SEPARATING HABITABLE SPACEPROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ENTIRE USABLE SPACE UNDER STAIRWAYONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8" GYP.BD. TYPE 'X' ON ALL WALLS, CEILING, POSTS, AND BEAMS ADJACENT TO OR SUPPORTING THE DWELLING. THE SUPPORTING CONSTRUCTION OF SUCH ASSEMBLIES SHALL HAVE AN EQUAL OR GREATER FIRE RESISTANCE RATING. (CRC R302.3.1) 24 FURNACE /FCU FAN COIL AT ATTIC/WALL SEE ENERGY REPORT FOR SPEC 25 ROOF DRAIN / OVERFLOW: PROVIDE MIN 2% SLOPE AND WATERPROOFING AT DECK/BALCONY/FLAT ROOF . INLET FLOW LINE OF OVERFLOW DRAIN SHAL BE 2" ABOVE LOW POINT OF DECK/ROOF . 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 208/240VOLT 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 30 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 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND SOFFITS PROTECTED BY 5/8" TYPE 'X' GYP BD. 1-HR RATED DEMISING WALL WITH STC 61 FOR SOUND GENERAL FINISH NOTES: •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: • • • • 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 INTERCONNECTED HARD WIRE SMOKE DETECTOR W/ BATTERY BACKUP & LOW BATTERY SIGNAL, BACK- UP SHALL BE INSTALLED PER CRC R314. SD SHALL SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY ARE LOCATED INTERCONNECTED CARBON MONOXIDE HARD-WIRED CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R315 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 (100CFM MIN.) 24" WIDE DISHWASHER WATER CLOSET (1.2 GALLONS PER FLUSH MAX)24" CLEAR IN FRONT AND 30" MIN WIDE COMPARTMENT ATTIC FURNACE AND PASSAGEWAY- 30"X30" ATTIC ACCESS. 24" WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE TO EQUIPMENT AND IT'S CONTROL. 20' MAX OF PASSAGEWAY W/D REF DW • • QUIET EXHAUST FAN W/ MIN. 5 AIR EXCHANGES PER HOURFAN SHALL BE ENERGY COMPLIANT AND BE CONDUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDINGFANS, NOT FUNCTIONING AS COMPONENT OF A WHOLE HOUSE VENTILATION, MUST BE CONTROLLED BY A HUMIDITY CONTROL EXIT SIGN: SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90MIN. IN CASE OF PRIMARY POWER LOSS CM SD WALL-MOUNTED LAVATORY STAINLESS STEEL, UNDER MOUNT KITCHEN SINK WALL LEGEND 2X6 OR LARGER STUD WALL 2X4 STUD WALL 1-HR FIRE-RESISTIVE WALL 8" CMU WALL 1-HR RATED DEMISING WALL1-HR FIRE-RESISTIVE WALL AND STC 61 FOR SOUND SEE SHEET (FIRE/SOUND WALL PLAN) FOR ALL FIRE RATED WALL AND CEILING EGRESS NOTE •EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING HAVING A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET EXCEPT FOR GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24 IN., WIDTH SHALL BE 20 IN. MIN., AND BOTTOM OF THE CLEAR OPENING SHALL BE NO GREATER THAN 44 INCHES MEASURED FROM THE FLOOR W WASHER D DRYER AGING-IN-PLACE DESIGN AND FALL PREVENTION SEE SHEET A771NOTE: INFORMATION AND/OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE OPERATION AND MAINTENANCE MANUAL IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.4. 31 HEAT PUMP WATER HEATER 8" WALL SEE STRUCTURAL PLUMBING WALL 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.) •AT ALL DWELLING SEPARATION WALL THE FOLLOWING FEATURES OF THIS RESIDENTIAL BUILDING(S) COMPLY WITH THE FOLLOWING STANDARDS IN SECTION 35: A.SOUND ATTENUATION PER APPENDIX CHAP 12 OF ORDINANCEB.2" X 6" PLUMBING WALLS- INSULATION WRAPPED- ID ON PLANS. C.NO MIXING OF PM&E BETWEEN UNITS, NO BACK-TO-BACK MEDICINE CAB, BOXES, ETC. IN PARTY WALLS. D.NO WATER, DRAINAGE, VENT PIPING, DUCT WORK ALLOWED IN SOUND ASSEMBLIES.E.COMFORT COOLING TO 78EF REQUIRED.F.ILLUMINATE PUBLIC SPACES INCLUDING STAIRS, DRIVES, WALKS AND PARKING AT 1 FOOTCANDLE.G. PAVE ALL DRIVES, WALKS, H.20% MAX DRIVEWAY WITH UPPER AND LOWER TRANSITION ZONES PER 3506.2. I.CURBS, BARRIERS, WHEEL STOPS, ETC. TO PROTECT BUILDINGS FROM VEHICLE DAMAGE.J.PROTECT GARAGE/CARPORT WALLS TO 4' HIGH. IF MASONRY, SOLID GROUT. K.CONCRETE FLOORS IN ALL COVERED PARKING. 1/4" = 1'-0" BLDG 3&4 1ST FLOOR PLAN 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:07 PM A105 Checker BLDG 3&4 - 1ST FLOORPLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - A A G G C C D D B B E E F F 4 4 5 5 4.5 4.5 6'-0" BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BATHRMBATHRMBATHRMBATHRM BATHRM LIVING 34 ' - 7 1 / 2 " 44'-5"61'-4" 61'-4" 3'-10"33'-4"7'-4"16'-10"6'-5"6'-10"31'-2" 35 ' - 6 " 2'- 0 " 30'-10"20'-0"10'-6"10'-0"24'-2"10'-3"11 1/2" 2'- 0 " 2'- 0 " 6'-0" 2'- 0 " 1'- 1 1 1 / 2 " 23 ' - 3 1 / 2 " 9'- 4 1 / 2 " 1'- 1 1 1 / 2 " 1'- 1 1 / 2 " 6'-0" 33 ' - 6 " 9'-9"9'-0"7'-8"6'-10"6'-7"4'-7" 5'- 2 " 10 ' - 1 0 1 / 2 " 7'- 3 " 4'- 8 " 4'- 8 1 / 2 " 6'-3"3'-4"3'-8"3'-8"7'-2"3'-8"3'-8"13'-0" 24'-1"9'-10"10'-6" 21 ' - 4 1 / 2 " 12 ' - 1 1 / 2 " 2'- 5 1 / 2 " 12 ' - 2 1 / 2 " 6'- 4 1 / 2 " 2'- 6 " 11 ' - 1 " 30 ' - 2 " 2'- 5 1 / 2 " 24'-1"7'-4"13'-0" 33 ' - 6 " 10 ' - 6 " 2'- 4 " 21 ' - 9 1 / 2 " 10 ' - 5 1 / 2 " 22 ' - 2 1 / 2 " 11'-6"12'-7"9'-10"10'-6" 5'-11"18'-2"7'-4"13'-0" 6'-6 1/2"10'-3 1/2"7'-9"17'-10" 10 ' - 5 1 / 2 " 5'- 5 " 12 ' - 1 0 1 / 2 " 2'- 9 " 13'-2"7'-4"7'-4"13'-0"13'-0"7'-6"10 ' - 9 1 / 2 " 3'- 1 0 1 / 2 " 7'- 1 0 1 / 2 " 10 ' - 1 1 1 / 2 " 1'- 2 " 10'-6"10'-0"10'-6"9'-10"9'-6"11'-0" 2'- 0 " 12 ' - 5 1 / 2 " 6'- 4 " 2'- 6 " 10 ' - 2 1 / 2 " 12 ' - 8 " 6'- 4 " 2'- 6 " 11 ' - 2 " 12 ' - 8 " 6'- 4 " 2'- 6 " 10 ' - 0 " 1'- 2 " 13'-3"7'-3"6'-10"13'-6"13'-2"7'-4" 10 ' - 9 1 / 2 " 3'- 8 " 8'- 1 0 " 10 ' - 2 1 / 2 " 35 ' - 6 " KITCHEN TO 3 R D F L R UP TO 1 S T F L R DN 16 16 16 16 5 5 DINING 5 5 TO 3 R D F L R UP TO 1 S T F L R DN CM S CM S CM S CM S TO 3 R D F L R UP TO 1 S T F L R DN CM S CM S CM S CM S CM S CM S CM S 16 16 16 16 16 16 KITCHEN KITCHEN KITCHEN KITCHEN TO 3 R D F L R UPTO 1 S T F L R DN TO 3 R D F L R UP TO 1 S T F L R DN 4'-11"5'-1"7'-10"5'-0"11'-4" 12 2' - 6"x 5' - 0" FXSILL HT: 3' - 0" 22 6' - 0"x 5' - 0" SLSILL HT: 3' - 0" 26 6' - 0"x 5' - 0" SLSILL HT: 3' - 0" E 22 6' - 0"x 5' - 0" SLSILL HT: 3' - 0" 10 2' - 6"x 6' - 0" FXSILL HT: 2' - 0" 10 2' - 6"x 6' - 0" FXSILL HT: 2' - 0" 111 5' - 0"X 7' - 0"SL 108 3' - 0"X 7' - 0"SC 108 3' - 0"X 7' - 0"SC 16 7' - 6"x 6' - 0" (M)3XCSSILL HT: 3' - 0" 108 3' - 0"X 7' - 0"SC 108 3' - 0"X 7' - 0"SC 15 7' - 6"x 6' - 0" (M)3XCSSILL HT: 2' - 0" 15 7' - 6"x 6' - 0" (M)3XCSSILL HT: 2' - 0" 108 3' - 0"X 7' - 0"SC 15 7' - 6"x 6' - 0" (M)3XCSSILL HT: 2' - 0" 13 2' - 6"x 6' - 0" FXSILL HT: 2' - 0" TG 111 5' - 0"X 7' - 0"SL 111 5' - 0"X 7' - 0"SL 111 5' - 0"X 7' - 0"SL 23 4' - 0"x 4' - 6" SLSILL HT: 3' - 6" E 05 3' - 0"x 4' - 6" CSSILL HT: 3' - 6" 05 3' - 0"x 4' - 6" CSSILL HT: 3' - 6" 108 3' - 0"X 7' - 0"SC 108 3' - 0"X 7' - 0"SC 108 3' - 0"X 7' - 0"SC 06 3' - 0"x 4' - 6" CSSILL HT: 3' - 6" E 108 3' - 0"X 7' - 0"SC 02 2' - 0"x 2' - 0" AWSILL HT: 6' - 0" TG 108 3' - 0"X 7' - 0"SC 111 5' - 0"X 7' - 0"SL LIVING DINING LIVING DINING LIVING DINING LIVING DINING 9 9 9 9 14 2' - 0"x 5' - 6" FXSILL HT: 8' - 6" 14 2' - 0"x 5' - 6" FXSILL HT: 8' - 6" 25 4' - 0"x 4' - 6" SLSILL HT: 3' - 6" 17 3' - 0"x 5' - 0" SHSILL HT: 3' - 0" 18 3' - 0"x 5' - 0" SHSILL HT: 3' - 0" E 05 3' - 0"x 4' - 6" CSSILL HT: 3' - 6" 05 3' - 0"x 4' - 6" CSSILL HT: 3' - 6" 23 4' - 0"x 4' - 6" SLSILL HT: 3' - 6" E 8'-0"2'-6"5'-2 1/2"12'-4 1/2"2'-5"6'-9"3'-5"7'-5"2'-11" 7'- 0 " 26 ' - 6 " 9 44'-5" 31 31 31 31 31 555 5 5 5 5 5 5 3'- 8 1 / 2 " 13131313 13 24"MIN 2' - 9"15 " M I N 1' - 4 " 15 " M I N 1' - 4 " MIN 1' - 3 " MIN 1' - 3 " 24"MIN 4' - 4"MIN 1' - 3 " MIN 1' - 3 " 24"MIN 4' - 0" 24"MIN 3' - 11"MIN 1' - 3 " MIN 1' - 3 " 15 " M I N 1' - 3 " 15 " M I N 1' - 3 " 24"MIN 3' - 10" 1'-8"3'-11"1'-9"7'-9" 14 14 14 8'-8" 6'-7" 6 A711 6 A711 7 A711 6 A711 BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN FLOOR PLAN NOTES 1. 2. 3. 4. ALL WINDOWS HAVE A U-FACTOR & SHGC AS SHOWN PER CF-1R, MF-1R SHEETS OF ENERGY CALCULATIONSSEE SHEET A-601 FOR WINDOW/DOOR SCHEDULE ATTACHMENT OF EXTERIOR DECKS TO EXTERIOR WALLS SHALL BE INSPECTED PRIOR TO COVERINGMULTIPLE FAMILY CONSTRUCTION STANDARDS: FLOOR PLAN KEYNOTES 1 2 3 5 10 11 12 13 14 15 HEAT PUMP ELECTRIC WATER HEATER, SEE SHEET 1/A781 FOR SPECS. DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) STAIR HANDRAIL - 34" TO 38" HIGH FROM TREAD. 42" MIN BALUSTER GUARD HANDRAIL. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM WALKING SURFACE TO REQUIRED GUARD HEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4 INCHES IN DIAMETER 6 PROVIDE A 1 3/8" THICK DOOR, SELF-CLOSING AND SELF-LATCHING DOOR WITH 20 MIN. S-RATING AND TIGHT FITTING 7 STRAIGHT OPENING 8 CABINETS OR SHELVES 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER /HEAT PUMP 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, SEE AD1- APPROVED BUILDING PAPER UNDER EXTERIOR FINISHES. THREE LAYERS OFGRADE 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. 72” HIGH NON-ABSORBENT WALL SURFACE IN BATHTUB AND SHOWER COMPARTMENTS.(CRC R307.2 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 17 VENTILATION DEVICEEACH KITCHEN AND BATHROOM IS REQUIRED TO HAVE AN EXHAUST FAN DUCTED TO THE OUTSIDE WITH A MINIMUM VENTILATION RATE AND CAPTURE EFFICIENCY PER TABLE 150.0-G THE DUCTING FOR THE EXHAUST FAN SHALL BE SIZED ACCORDING TO ASHRAE STANDARD 62.2 TABLE 7.1. THIS LOCAL EXHAUST FAN MAY OPERATE CONTINUOUSLY OR INTERMITTENTLY. INSTALLING THIS LOCAL EXHAUST FAN IN THE KITCHEN WILL ALLOW THE HOME OCCUPANT TO REGULATE THE INDOOR AIR QUALITY WHEN NEEDED. 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 18 NO FIREPLACE PROVIDED 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY 101 CFM (UNIT A), 92 CFM (UNIT B AND C), and 104 CFM (UNIT D) INDOOR AIR QUALITY FAN PER ENERGY CALCULATIONS. LOCATION AT 3RD FLOOR CEILING. IAQ FAN SHALL REMAIN OPEN WHILE THE BUILDING IS OCCUPIED 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], 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 @ 180CFM FOR UNIT < 1500SQFT FLOOR AREA& 250 CFM FOR UNIT >1500SQFT FLOOR AREA. (CMC 504.2 & ASHRAE 62.2 TYP.) • • •• • PROVIDE DEDICATED 240V, 30A ELECTRICAL CIRCUIT AND DISCONNECT AS REQUIRED BY CEC AND CMC.CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANT WATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADEINSTALL SEISMIC BRACING PER CPC §507.2, WITH TWO STRAPS LOCATED AT THE TOP 1/3 AND BOTTOM 1/3 OF THE UNIT, MINIMUM 4" AWAY FROM CONTROLS. IT MUST BE UL APPROVED / THIRD PARTY • • • • • 1-HR FIRE-RESISTIVE CONSTRUCTIONGARAGE EXTERIOR WALL: (INTERIOR) SIDE: PROVIDE 5/8" TYPE 'X' GYPSUM BOARD (EXTERIOR) SIDE: 7/8" STUCCO PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ALL GARAGE WALL/CEILING SEPARATING HABITABLE SPACEPROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ENTIRE USABLE SPACE UNDER STAIRWAYONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8" GYP.BD. TYPE 'X' ON ALL WALLS, CEILING, POSTS, AND BEAMS ADJACENT TO OR SUPPORTING THE DWELLING. THE SUPPORTING CONSTRUCTION OF SUCH ASSEMBLIES SHALL HAVE AN EQUAL OR GREATER FIRE RESISTANCE RATING. (CRC R302.3.1) 24 FURNACE /FCU FAN COIL AT ATTIC/WALL SEE ENERGY REPORT FOR SPEC 25 ROOF DRAIN / OVERFLOW: PROVIDE MIN 2% SLOPE AND WATERPROOFING AT DECK/BALCONY/FLAT ROOF . INLET FLOW LINE OF OVERFLOW DRAIN SHAL BE 2" ABOVE LOW POINT OF DECK/ROOF . 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 208/240VOLT 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 30 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 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND SOFFITS PROTECTED BY 5/8" TYPE 'X' GYP BD. 1-HR RATED DEMISING WALL WITH STC 61 FOR SOUND GENERAL FINISH NOTES: •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: • • •• 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 INTERCONNECTED HARD WIRE SMOKE DETECTOR W/ BATTERY BACKUP & LOW BATTERY SIGNAL, BACK-UP SHALL BE INSTALLED PER CRC R314. SD SHALL SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY ARE LOCATED INTERCONNECTED CARBON MONOXIDE HARD-WIRED CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R315 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 (100CFM MIN.) 24" WIDE DISHWASHER WATER CLOSET (1.2 GALLONS PER FLUSH MAX)24" CLEAR IN FRONT AND 30" MIN WIDE COMPARTMENT ATTIC FURNACE AND PASSAGEWAY- 30"X30" ATTIC ACCESS. 24" WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE TO EQUIPMENT AND IT'S CONTROL. 20' MAX OF PASSAGEWAY W/D REF DW • • QUIET EXHAUST FAN W/ MIN. 5 AIR EXCHANGES PER HOURFAN SHALL BE ENERGY COMPLIANT AND BE CONDUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING FANS, 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 WALL LEGEND 2X6 OR LARGER STUD WALL 2X4 STUD WALL 1-HR FIRE-RESISTIVE WALL 8" CMU WALL 1-HR RATED DEMISING WALL1-HR FIRE-RESISTIVE WALL AND STC 61 FOR SOUND SEE SHEET (FIRE/SOUND WALL PLAN) FOR ALL FIRE RATED WALL AND CEILING EGRESS NOTE •EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING HAVING A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET EXCEPT FOR GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24 IN., WIDTH SHALL BE 20 IN. MIN., AND BOTTOM OF THE CLEAR OPENING SHALL BE NO GREATER THAN 44 INCHES MEASURED FROM THE FLOOR W WASHER D DRYER AGING-IN-PLACE DESIGN AND FALL PREVENTION SEE SHEET A771NOTE: INFORMATION AND/OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE OPERATION AND MAINTENANCE MANUAL IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.4. 31 HEAT PUMP WATER HEATER 8" WALL SEE STRUCTURAL PLUMBING WALL 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.) •AT ALL DWELLING SEPARATION WALL THE FOLLOWING FEATURES OF THIS RESIDENTIAL BUILDING(S) COMPLY WITH THE FOLLOWING STANDARDS IN SECTION 35:A.SOUND ATTENUATION PER APPENDIX CHAP 12 OF ORDINANCE B.2" X 6" PLUMBING WALLS- INSULATION WRAPPED- ID ON PLANS. C.NO MIXING OF PM&E BETWEEN UNITS, NO BACK-TO-BACK MEDICINE CAB, BOXES, ETC. IN PARTY WALLS.D.NO WATER, DRAINAGE, VENT PIPING, DUCT WORK ALLOWED IN SOUND ASSEMBLIES.E.COMFORT COOLING TO 78EF REQUIRED.F.ILLUMINATE PUBLIC SPACES INCLUDING STAIRS, DRIVES, WALKS AND PARKING AT 1 FOOTCANDLE. G. PAVE ALL DRIVES, WALKS, H.20% MAX DRIVEWAY WITH UPPER AND LOWER TRANSITION ZONES PER 3506.2.I.CURBS, BARRIERS, WHEEL STOPS, ETC. TO PROTECT BUILDINGS FROM VEHICLE DAMAGE.J.PROTECT GARAGE/CARPORT WALLS TO 4' HIGH. IF MASONRY, SOLID GROUT.K.CONCRETE FLOORS IN ALL COVERED PARKING. 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:09 PM A106 Checker BLDG 3&4 - 2ND FLOORPLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/4" = 1'-0" BLDG -3&4 2ND FLR PLAN 1 BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN FLOOR PLAN NOTES 1. 2. 3. 4. ALL WINDOWS HAVE A U-FACTOR & SHGC AS SHOWN PER CF-1R, MF-1R SHEETS OF ENERGY CALCULATIONSSEE SHEET A-601 FOR WINDOW/DOOR SCHEDULE ATTACHMENT OF EXTERIOR DECKS TO EXTERIOR WALLS SHALL BE INSPECTED PRIOR TO COVERINGMULTIPLE FAMILY CONSTRUCTION STANDARDS: FLOOR PLAN KEYNOTES 1 2 3 5 10 11 12 13 14 15 HEAT PUMP ELECTRIC WATER HEATER, SEE SHEET 1/A781 FOR SPECS. DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) STAIR HANDRAIL - 34" TO 38" HIGH FROM TREAD. 42" MIN BALUSTER GUARD HANDRAIL. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM WALKING SURFACE TO REQUIRED GUARD HEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4 INCHES IN DIAMETER 6 PROVIDE A 1 3/8" THICK DOOR, SELF-CLOSING AND SELF-LATCHING DOOR WITH 20 MIN. S-RATING AND TIGHT FITTING 7 STRAIGHT OPENING 8 CABINETS OR SHELVES 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER /HEAT PUMP 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, SEE AD1- APPROVED BUILDING PAPER UNDER EXTERIOR FINISHES. THREE LAYERS OFGRADE 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. 72” HIGH NON-ABSORBENT WALL SURFACE IN BATHTUB AND SHOWER COMPARTMENTS.(CRC R307.2 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 17 VENTILATION DEVICEEACH KITCHEN AND BATHROOM IS REQUIRED TO HAVE AN EXHAUST FAN DUCTED TO THE OUTSIDE WITH A MINIMUM VENTILATION RATE AND CAPTURE EFFICIENCY PER TABLE 150.0-G THE DUCTING FOR THE EXHAUST FAN SHALL BE SIZED ACCORDING TO ASHRAE STANDARD 62.2 TABLE 7.1. THIS LOCAL EXHAUST FAN MAY OPERATE CONTINUOUSLY OR INTERMITTENTLY. INSTALLING THIS LOCAL EXHAUST FAN IN THE KITCHEN WILL ALLOW THE HOME OCCUPANT TO REGULATE THE INDOOR AIR QUALITY WHEN NEEDED. 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 18 NO FIREPLACE PROVIDED 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY 101 CFM (UNIT A), 92 CFM (UNIT B AND C), and 104 CFM (UNIT D) INDOOR AIR QUALITY FAN PER ENERGY CALCULATIONS. LOCATION AT 3RD FLOOR CEILING. IAQ FAN SHALL REMAIN OPEN WHILE THE BUILDING IS OCCUPIED 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], 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 @ 180CFM FOR UNIT < 1500SQFT FLOOR AREA& 250 CFM FOR UNIT >1500SQFT FLOOR AREA. (CMC 504.2 & ASHRAE 62.2 TYP.) • • •• • PROVIDE DEDICATED 240V, 30A ELECTRICAL CIRCUIT AND DISCONNECT AS REQUIRED BY CEC AND CMC.CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANT WATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADEINSTALL SEISMIC BRACING PER CPC §507.2, WITH TWO STRAPS LOCATED AT THE TOP 1/3 AND BOTTOM 1/3 OF THE UNIT, MINIMUM 4" AWAY FROM CONTROLS. IT MUST BE UL APPROVED / THIRD PARTY • • • • • 1-HR FIRE-RESISTIVE CONSTRUCTION GARAGE EXTERIOR WALL: (INTERIOR) SIDE: PROVIDE 5/8" TYPE 'X' GYPSUM BOARD (EXTERIOR) SIDE: 7/8" STUCCO PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ALL GARAGE WALL/CEILING SEPARATING HABITABLE SPACEPROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ENTIRE USABLE SPACE UNDER STAIRWAYONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8" GYP.BD. TYPE 'X' ON ALL WALLS, CEILING, POSTS, AND BEAMS ADJACENT TO OR SUPPORTING THE DWELLING. THE SUPPORTING CONSTRUCTION OF SUCH ASSEMBLIES SHALL HAVE AN EQUAL OR GREATER FIRE RESISTANCE RATING. (CRC R302.3.1) 24 FURNACE /FCU FAN COIL AT ATTIC/WALL SEE ENERGY REPORT FOR SPEC 25 ROOF DRAIN / OVERFLOW: PROVIDE MIN 2% SLOPE AND WATERPROOFING AT DECK/BALCONY/FLAT ROOF . INLET FLOW LINE OF OVERFLOW DRAIN SHAL BE 2" ABOVE LOW POINT OF DECK/ROOF . 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 30 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 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND SOFFITS PROTECTED BY 5/8" TYPE 'X' GYP BD. 1-HR RATED DEMISING WALL WITH STC 61 FOR SOUND GENERAL FINISH NOTES: •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: • • •• 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 INTERCONNECTED HARD WIRE SMOKE DETECTOR W/ BATTERY BACKUP & LOW BATTERY SIGNAL, BACK-UP SHALL BE INSTALLED PER CRC R314. SD SHALL SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY ARE LOCATED INTERCONNECTED CARBON MONOXIDE HARD-WIRED CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R315 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 (100CFM MIN.) 24" WIDE DISHWASHER WATER CLOSET (1.2 GALLONS PER FLUSH MAX)24" CLEAR IN FRONT AND 30" MIN WIDE COMPARTMENT ATTIC FURNACE AND PASSAGEWAY- 30"X30" ATTIC ACCESS. 24" WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE TO EQUIPMENT AND IT'S CONTROL. 20' MAX OF PASSAGEWAY W/D REF DW • • QUIET EXHAUST FAN W/ MIN. 5 AIR EXCHANGES PER HOURFAN SHALL BE ENERGY COMPLIANT AND BE CONDUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING FANS, 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 WALL LEGEND 2X6 OR LARGER STUD WALL 2X4 STUD WALL 1-HR FIRE-RESISTIVE WALL 8" CMU WALL 1-HR RATED DEMISING WALL1-HR FIRE-RESISTIVE WALL AND STC 61 FOR SOUND SEE SHEET (FIRE/SOUND WALL PLAN) FOR ALL FIRE RATED WALL AND CEILING EGRESS NOTE •EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING HAVING A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET EXCEPT FOR GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24 IN., WIDTH SHALL BE 20 IN. MIN., AND BOTTOM OF THE CLEAR OPENING SHALL BE NO GREATER THAN 44 INCHES MEASURED FROM THE FLOOR W WASHER D DRYER AGING-IN-PLACE DESIGN AND FALL PREVENTION SEE SHEET A771NOTE: INFORMATION AND/OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE OPERATION AND MAINTENANCE MANUAL IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.4. 31 HEAT PUMP WATER HEATER 8" WALL SEE STRUCTURAL PLUMBING WALL 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.) •AT ALL DWELLING SEPARATION WALL THE FOLLOWING FEATURES OF THIS RESIDENTIAL BUILDING(S) COMPLY WITH THE FOLLOWING STANDARDS IN SECTION 35:A.SOUND ATTENUATION PER APPENDIX CHAP 12 OF ORDINANCE B.2" X 6" PLUMBING WALLS- INSULATION WRAPPED- ID ON PLANS. C.NO MIXING OF PM&E BETWEEN UNITS, NO BACK-TO-BACK MEDICINE CAB, BOXES, ETC. IN PARTY WALLS.D.NO WATER, DRAINAGE, VENT PIPING, DUCT WORK ALLOWED IN SOUND ASSEMBLIES.E.COMFORT COOLING TO 78EF REQUIRED.F.ILLUMINATE PUBLIC SPACES INCLUDING STAIRS, DRIVES, WALKS AND PARKING AT 1 FOOTCANDLE. G. PAVE ALL DRIVES, WALKS, H.20% MAX DRIVEWAY WITH UPPER AND LOWER TRANSITION ZONES PER 3506.2.I.CURBS, BARRIERS, WHEEL STOPS, ETC. TO PROTECT BUILDINGS FROM VEHICLE DAMAGE. J.PROTECT GARAGE/CARPORT WALLS TO 4' HIGH. IF MASONRY, SOLID GROUT.K.CONCRETE FLOORS IN ALL COVERED PARKING. 2 2 A A G G C C D D B B E E F F 4 4 5 5 4.5 4.5 BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOMBATHROOM 33'-4"3'-10"16'-10"7'-4" 2'- 0 " 9'- 7 1 / 2 " 3'- 1 0 1 / 2 " 18 ' - 0 " 61'-4"43'-4"6'-0" 15'-6"4'-8"16'-10"2'-11"3'-5" 5'-9"28'-5"9'-2" 43'-4"6'-0"61'-4" 5'-10"29'-8"10'-8"15'-2" 2'- 0 " 2'- 0 " 2'- 0 " 3'- 6 " 26 ' - 0 " 33 ' - 6 " 4'-6 1/2"10'-11 1/2"2'-8"2'-0"5'-6"11'-4" 13'-0"3'-8"3'-8"10'-10"7'-4"4'-10" 10 ' - 0 " 7'- 4 1 / 2 " 15 ' - 7 1 / 2 " 4'- 2 1 / 2 " 7'-4"6'-10"3'-10"4'-10"7'-6" 4'- 0 " 6'- 7 1 / 2 " 6'-10"7'-4"6'-2"9'-4"13'-8" 14 ' - 6 " 5'- 4 " 5'- 8 " 5'- 6 " 2'- 6 " 1'- 2 " 2'- 5 1 / 2 " 3'- 8 " 3'- 6 1 / 2 " 6'- 2 " 4'- 4 " 13 ' - 4 " 4'- 8 " 3'-4"1'-0" 21 ' - 9 " 9'- 9 " 7'-9"17'-10"7'-9"7'-4"10'-3"6'-1" 12'-10"3'-6"4'-2"3'-8"3'-8"13'-0"12'-8"3'-6"4'-4" 14 ' - 6 " 5'- 8 " 5'- 4 " 6'- 0 1 / 2 " 14 ' - 6 " 11 ' - 0 " 6'- 0 " 14 ' - 0 " 5'- 8 " 5'- 4 " 5'- 6 " 2'- 6 " 2'- 0 " 9'- 7 1 / 2 " 4'- 0 1 / 2 " 4'- 6 " 10 ' - 0 " 5'- 1 0 " 6'-8"7'-2"6'-8"6'-4"7'-4"6'-8"6'-4"7'-4"6'-10" 5'- 4 " 5'- 8 " 8'- 0 " 5'- 9 1 / 2 " 05 3' - 0"x 4' - 0" CSSILL HT: 3' - 0" 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E 01 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E 11 2' - 0"x 4' - 6" FXSILL HT: 2' - 6" 01 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 01 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 04 3' - 0"x 4' - 0" CSSILL HT: 3' - 0" E 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E21 4' - 0"x 2' - 0" SLSILL HT: 5' - 0" TG 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" TG,E 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" TG,E 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E 25 5' - 0"x 4' - 0" SLSILL HT: 3' - 0" E 07 3' - 0"x 5' - 0" CSSILL HT: 3' - 0" 02 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" TG 01 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 01 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 01 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" CMS CMS CMS CMS CMS CMS CMS CMS CM S CM S CM S CM S CMS CMS CM S 5 19 19 5 5 16 16 16 16 19 19 19 5 55 16 16 16 16 16 16 CLOSET CLOSET FCU FCU TO 2 n d F L R DN TO 2 n d F L R DN TO 2 n d F L R DN TO 2 n d F L R DN TO 2 n d F L R DN CLOSET CLOSET CLOSET FCU FCU FCU 4'-4"8'-2"10'-10"10'-10"6'-10"2'-4"5'-10"11'-2"7'-2"11'-4"3'-7"3'-8"3'-5"11'-9"3'-5" 107 2' - 8"X 7' - 0"SC 106 2' - 6"X 7' - 0"SC 107 2' - 8"X 7' - 0"SC 106 2' - 6"X 7' - 0"SC 111 5' - 0"X 7' - 0"SL 107 2' - 8"X 7' - 0"SC 110 3' - 0"X 7' - 0"DBL SC 107 2' - 8"X 7' - 0"SC 106 2' - 6"X 7' - 0"SC 110 3' - 0"X 7' - 0"DBL SC 106 2' - 6"X 7' - 0"SC 107 2' - 8"X 7' - 0"SC 107 2' - 8"X 7' - 0"SC 106 2' - 6"X 7' - 0"SC 107 2' - 8"X 7' - 0"SC 110 3' - 0"X 7' - 0"DBL SC 106 2' - 6"X 7' - 0"SC 107 2' - 8"X 7' - 0"SC 110 3' - 0"X 7' - 0"DBL SC 106 2' - 6"X 7' - 0"SC 107 2' - 8"X 7' - 0"SC 106 2' - 6"X 7' - 0"SC 107 2' - 8"X 7' - 0"SC 110 3' - 0"X 7' - 0"DBL SC 106 2' - 6"X 7' - 0"SC 109 2' - 0"X 5' - 0"SC 109 2' - 0"X 5' - 0"SC 109 2' - 0"X 5' - 0"SC 109 2' - 0"X 5' - 0"SC 109 2' - 0"X 5' - 0"SC 109 2' - 0"X 5' - 0"SC 109 2' - 0"X 5' - 0"SC 109 2' - 0"X 5' - 0"SC 2'- 4 " 21 ' - 3 1 / 2 " 2'- 4 1 / 2 " 33 ' - 6 " 10 ' - 5 1 / 2 " 21 ' - 1 " 2'- 0 " 31 ' - 6 " 2'- 1 1 1 / 2 " 4'- 5 1 / 2 " 24 ' - 1 " 5'-10"3'-6"11'-2"10'-8"9'-8"6'-0"3'-4"11'-2" 2'- 0 " 15 ' - 4 1 / 2 " 7'- 0 " 6'- 7 1 / 2 " 2'- 6 " 6'-3"3'-3"10'-10"5'-4 1/2"4'-0"4'-0"9'-8" 8'- 0 1 / 2 " 5'- 8 " 5'- 4 " 10'-4" 10'-6" TUBKohler K-1122-LA TUBKohler K-1122-LA TUBKohler K-1122-LA TUBKohler K-1122-LA TUBKohler K-1122-LA 48" PONY WALL 48" PONY WALL48" PONY WALL48" PONY WALL 48" PONY WALL +30" +30" +30" +30" +30" +30" +30" +30" 106 2' - 6"X 7' - 0"SC 6'- 0 " 2'- 8 " 8'- 4 " 13131313 13 13 13 13 13 13 1313 13 13 13 15 " M I N 1' - 1 0 " 24"MIN 4' - 5" 15"MIN 1' - 4" 15"MIN 1' - 3" 24 " M I N 3' - 8 " 15"MIN 1' - 7" 24 " M I N 2' - 5 " 15 " M I N 1' - 9 " 15 " M I N 1' - 3 " 24"MIN 2' - 9" 2' - 5 " 15 " M I N 1' - 9 " 15 " M I N 1' - 3 " 24"MIN 2' - 9" 15"MIN 1' - 4" 15 " M I N 1' - 8 " 15 " M I N 1' - 4 " 15 " M I N 1' - 8 " 15 " M I N 1' - 4 " 24"MIN 2' - 4" 24"MIN 2' - 4" 13 ' - 4 " 4'- 8 " 5'- 1 0 1 / 2 " 3'- 1 0 " 5 15"MIN 1' - 5" 24 " M I N 2' - 5 " 15 " M I N 2' - 5 " 15"MIN 1' - 5" 14 23 23 2323 23 6 A711 6A711 6A711 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:11 PM A107 Checker BLDG 3&4 - 3RD FLOORPLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/4" = 1'-0" BLDG 3&4 - 3RD FLR PLAN 1 A A G G C C D D B B E E F F 1.1. 3 3 2.5 2.5 2.2. 3:12 3:1 2 3:12 3:1 2 3:12 3:1 2 SOLAR READY ROOF AREA SOLAR READY ROOF AREA SOLAR READY ROOF AREA SOLAR READY ROOF AREA SOLAR READY ROOF AREA 3:1 2 3:12 3:12 3: 1 2 3:12 3:1 2 3:12 3:12 3:12 3:12 3:12 1'-0" 1'- 0 " 1'- 0 " 1'- 0 " 1'-0" 1'- 0 " 1'-0" 1'- 0 " 1'- 0 " 1'- 0 " 1'- 0 " 1'-0" 6"6" 1'-0" 3:12 3:123:12 3:1 2 3:1 2 3: 1 2 3:1 2 6" TYP GABLE OVERHANG 2'-0"2'-0" LINE OF DWELLING SEPARATION WALL BELOWLINE OF DWELLING SEPARATION WALL BELOWLINE OF DWELLING SEPARATION WALL BELOW 14A711 14A71114A711 8 4'-0"4'-0" 8 4'-0"4'-0" 8 4'-0"4'-0" BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN 1/4" = 1'-0" BLDG 1&2 - ROOF PLAN 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:13 PM A108 Checker BLDG 1&2 - ROOF PLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - TOTAL SQUARE FEET OF ATTIC SPACE TO BE VENTILATED= 1999.36 SF REQUIRED:VENTILATION AREA= 1999.36 SF/ 150= 13.32 SF CONVERT SF TO S.I.= 13.32X144= 1,919.38 S.I. REQUIRED: 1,919.38 S.I. REQUIRED: HIGH= 959.69 S.I. & LOW= 959.69 S.I. PROVIDED: HIGH:10- O'HAGIN 'FLAT MODEL' VENT @ 98.75S.I. EA. = 987.5 S.I. LOW:14- 36" L X 2" W EAVE VENT STRIPS @ 72 S.I. EA = 1,008 S.1 ( 103- EAVE VENT BLOCK @ 9.80 S.I. EA. = 1,009.4 S.I. ) TOTAL VENTILATION: 1,995.5 S.I > 1,919.38 S.I. REQUIRED ATTIC VENTILATION CALCULATION • CONCRETE ROOF TILES (EAGLE ROOFING) REPORT NUMBER: ER 1900 PONDEROSA, COLOR: 399 CHARCOAL RANGE 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. 7. 8. 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 SOLAR / PV SYSTEM TO BE DEFERRED RADIANT BARRIER IS REQUIRED PER ENERGY REPORT ROOF CONCRETE ROOF TILE PRODUCTS REPORT NUMBER: 1900 DOUBLE UNDERLYMENT REQUIRED @ 3"/12" SLOPE NO UNDER ROOF PROJECTION VENT STRIPS AND EAVE VENT BLOCK ALLOWED 1-HR. FIRE RATED ROOF PROJECTION LOCATION PER CRC TABLE R302.1(2) FOOT NOTES B & C. WHERE OOCURS. "INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER’S SPECIFICATIONS."5/8" GYB BOARD 4'-0" MIN ON BOTH SIDE OF COMMON WALL, UNDER ROOF SHEATHING. NO WALLS , OPENING OR PENETRATION ON 4'-0" MIN FROM COMMON WALL SEE DETAIL 14/A711 TOTAL SQUARE FEET OF ATTIC SPACE TO BE VENTILATED= 1375 SF REQUIRED:VENTILATION AREA= 1375 SF/ 150= 9.16 SF CONVERT SF TO S.I.= 9.16X144= 1,320 S.I. REQUIRED: 1,320 S.I. REQUIRED: HIGH= 660 S.I. & LOW= 660 S.I. PROVIDED: HIGH:7- O'HAGIN 'FLAT MODEL' VENT @ 98.75S.I. EA. =691.25 S.I. LOW:10- 36" L X 2" W EAVE VENT STRIPS @ 72 S.I. EA = 720 S.1 ( 74- EAVE VENT BLOCK @ 9.80 S.I. EA. = 725.2 S.I. ) TOTAL VENTILATION: 1,411 S.I > 1,320 S.I. REQUIRED BLDG 1: BLDG 2: EAVE VENT BLOCKS EACH VENT BLOCKS BETWEEN RAFTER W/ 3 2" øHOLES, MIN. 3" O.C. W/ CORROSIVE RESISTANT WIRE MESH , PROVIDES 9.8 S.I. MIN 3" O.C. 36"x2" EAVE VENT STRIPS~EA. VENT STRIP PROVIDES 72 S.I. FREE AREA ~OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT METAL MESH COVERING. ROOF TILE DEAD LOAD CALC. TOTAL ROOF AREA FOR TILE = 1770 SQFT EAGLE SLATE ROOF TILE : 720LB / 100SF TOTAL ROOF TILE LOAD = 720 X 1770/100 = 12744 LB PER STRUCTURAL CONCRETE ROOF TILE MAX LOAD = 13.5 PSF 13.5 X 1770 = 23,895 23,895 PROPOSED > 12744 LB REQUIRED BLDG 1: BLDG 2: TOTAL ROOF AREA FOR TILE = 2,315 SQFT EAGLE SLATE ROOF TILE : 720LB / 100SF TOTAL ROOF TILE LOAD = 720 X 2,315/100 = 16,668 LB PER STRUCTURAL CONCRETE ROOF TILE MAX LOAD = 13.5 PSF 13.5 X 2315 = 31,252.5 31,252.5 PROPOSED > 16,668 REQUIRED A A G G C C D D B B E E F F 4 4 5 5 4.5 4.53: 1 2 3:12 3:12 3:12 3:12 3:12 3: 1 2 3: 1 2 3: 1 2 3:12 3:12 3: 1 2 3:12 3:12 3:1 2 3:12 3: 1 2 3:12 3:12 SOLAR READYROOF AREA SOLAR READY ROOF AREA 3: 1 2 3:12 3: 1 2 3:12 3:12 3:1 2 1' - 0 " 1' - 0 " 1' - 0"1' - 0" 6"6" 1' - 0 " 1' - 0 1 / 4 " BUILDING 3 1' - 0"1'-0"2'-0"2'-0" 1' - 0 " LINE OF DWELLING SEPARATION WALL BELOW LINE OF DWELLING SEPARATION WALL BELOW LINE OF DWELLING SEPARATION WALL BELOW 14 A711 14 A711 14 A711 BUILDING 4 8 88 4'-0"4'-0" 4'-0"4'-0" SOLAR READY ROOF AREA SOLAR READY ROOF AREA SOLAR READY ROOF AREA 4'-0"4'-0" BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN 1/4" = 1'-0" BLDG 3&4 - ROOF PLAN 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:14 PM A109 Checker BLDG 3&4 - ROOF PLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - TOTAL SQUARE FEET OF ATTIC SPACE TO BE VENTILATED= 1999.36 SF REQUIRED:VENTILATION AREA= 1999.36 SF/ 150= 13.32 SF CONVERT SF TO S.I.= 13.32X144= 1,919.38 S.I. REQUIRED: 1,919.38 S.I. REQUIRED: HIGH= 959.69 S.I. & LOW= 959.69 S.I. PROVIDED: HIGH:10- O'HAGIN 'FLAT MODEL' VENT @ 98.75S.I. EA. = 987.5 S.I. LOW:14- 36" L X 2" W EAVE VENT STRIPS @ 72 S.I. EA = 1,008 S.1 ( 103- EAVE VENT BLOCK @ 9.80 S.I. EA. = 1,009.4 S.I. ) TOTAL VENTILATION: 1,995.5 S.I > 1,919.38 S.I. REQUIRED ATTIC VENTILATION CALCULATION •CONCRETE ROOF TILES (EAGLE ROOFING) REPORT NUMBER: ER 1900PONDEROSA, COLOR: 399 CHARCOAL RANGE 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. 7. 8. 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 SOLAR / PV SYSTEM TO BE DEFERRED RADIANT BARRIER IS REQUIRED PER ENERGY REPORT ROOF CONCRETE ROOF TILE PRODUCTS REPORT NUMBER: 1900 DOUBLE UNDERLYMENT REQUIRED @ 3"/12" SLOPE NO UNDER ROOF PROJECTION VENT STRIPS AND EAVE VENT BLOCK ALLOWED 1-HR. FIRE RATED ROOF PROJECTION LOCATION PER CRC TABLE R302.1(2) FOOT NOTES B & C. WHERE OOCURS. "INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER ’S SPECIFICATIONS." 5/8" GYB BOARD 4'-0" MIN ON BOTH SIDE OF COMMON WALL, UNDER ROOF SHEATHING. NO WALLS , OPENING OR PENETRATION ON 4'-0" MIN FROM COMMON WALL SEE DETAIL 14/A711 TOTAL SQUARE FEET OF ATTIC SPACE TO BE VENTILATED= 1375 SF REQUIRED:VENTILATION AREA= 1375 SF/ 150= 9.16 SF CONVERT SF TO S.I.= 9.16X144= 1,320 S.I. REQUIRED: 1,320 S.I. REQUIRED: HIGH= 660 S.I. & LOW= 660 S.I. PROVIDED: HIGH:7- O'HAGIN 'FLAT MODEL' VENT @ 98.75S.I. EA. =691.25 S.I. LOW:10- 36" L X 2" W EAVE VENT STRIPS @ 72 S.I. EA = 720 S.1 ( 74- EAVE VENT BLOCK @ 9.80 S.I. EA. = 725.2 S.I. ) TOTAL VENTILATION: 1,411 S.I > 1,320 S.I. REQUIRED BLDG 3: BLDG 4: EAVE VENT BLOCKS EACH VENT BLOCKS BETWEEN RAFTER W/ 3 2" øHOLES, MIN. 3" O.C. W/ CORROSIVE RESISTANT WIRE MESH , PROVIDES 9.8 S.I. MIN 3" O.C. 36"x2" EAVE VENT STRIPS ~EA. VENT STRIP PROVIDES 72 S.I. FREE AREA ~OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT METAL MESH COVERING. ROOF TILE DEAD LOAD CALC. TOTAL ROOF AREA FOR TILE = 1770 SQFT EAGLE SLATE ROOF TILE : 720LB / 100SF TOTAL ROOF TILE LOAD = 720 X 1770/100 = 12744 LB PER STRUCTURAL CONCRETE ROOF TILE MAX LOAD = 13.5 PSF13.5 X 1770 = 23,895 23,895 PROPOSED > 12744 LB REQUIRED BLDG 3: BLDG 4: TOTAL ROOF AREA FOR TILE = 2,315 SQFT EAGLE SLATE ROOF TILE : 720LB / 100SF TOTAL ROOF TILE LOAD = 720 X 2,315/100 = 16,668 LB PER STRUCTURAL CONCRETE ROOF TILE MAX LOAD = 13.5 PSF 13.5 X 2315 = 31,252.5 31,252.5 PROPOSED > 16,668 REQUIRED 1st F.F 1st F.F GRADE GRADE T.O.P.1 T.O.P.1 2nd FF 2nd FF T.O.P.2 T.O.P.2 3rd FF 3rd FF T.O.P.3 T.O.P.3 T.O.R.F.T.O.R.F. 1.3 4 52.5 4.52. 32 ' - 6 " 2'- 9 " 11 ' - 4 " PR O P E R T Y L I N E PR O P E R T Y L I N E 4'- 4 " 8'- 4 " 1'- 0 " 9'- 0 " 1'- 0 " 8'- 4 " 6" 2'-0"4'- 4 " 13 ' - 1 0 " 6 7 8 5 6 11 9 5 2 1531 2 11 14 2 2 1 3 678 5 6 11 9 5 2 15 3 121114 2 2 1 3 5 ENTRY DOOR: SIMPSON DOOR, COLOR: BLACK ENTRY DOOR: SIMPSON DOOR, COLOR: BLACK BUILDING 1 BUILDING 3 13 ' - 1 0 " 13 ' - 1 0 " 5' - 1 0 " MA X 5'- 1 0 " 5'- 1 0 " 5' - 1 0 " MA X 5'- 1 0 " 5'- 1 0 " 5'- 1 0 " 1st F.F 1st F.F GRADE GRADE T.O.P.1 T.O.P.1 2nd FF 2nd FF T.O.P.2 T.O.P.2 3rd FF 3rd FF T.O.P.3 T.O.P.3 T.O.R.F.T.O.R.F. 4'- 4 " 8'- 4 " 1'- 0 " 9'- 0 " 1'- 0 " 8'- 4 " 6" 32 ' - 6 " PR O P E R T Y L I N E 1'-0" 1'-0" 6 7 8 6 7 8 1 2 3 4 5 11 113 5 11021 1 1 1110 10 1 2 10 11 15 5 2 5 9 9 BUILDING 1BUILDING 2 EQ EQ 31 . 8 0 ' 32 . 0 0 ' 8. 3 3 ' 1 A732 2 A732 1/4" = 1'-0" BLDG 1&3 - NORTH ELEVATION 2 1/4" = 1'-0" BLDG 1&2 - EAST ELEVATION 1 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 WHITEFIBER-CEMENT SIDING (JAMES HARDIE SIDING) LAPSIDING W/ 4" REVEALPAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDARDS)EXTERIOR WINDOWS (MILGARD WINDOWS)COLLECTION: TUSCANY VINYL COLOR: 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/ DECORATIVE WOOD RAILING PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)CONCRETE ROOF TILES (EAGLE ROOFING)PONDEROSA, COLOR: 399 CHARCOAL RANGEFASCIA BOARD (MILLWORK BY OTHERS)2x4 FASCIA BOARD, PAINTED COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)CROWN MOULDING (MILLWORK BY OTHERS) 2x WOOD, PAINTED COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS) 9. •10.••11. •12. •13. •14. •15. • STUCCOED TRIMS (LA HABRA STUCCO) STUCCOED, COLOR: X-50 CRYSTAL WHITE + 2 LBEXTERIOR LIGHTING (QUOIZEL LIGHTING)COLLECTION, MARINE, COLOR: BRONZEDOWNWARD FACING LIGHT AT SIDE FACINGBRICK VENEER (BORAL BRICK) COLLECTION: MERIDIAN, COLOR: OLD BAILEYGARAGE DOOR (AMARR GARAGE DOOR) LINCOLN COLLECTION, COLOR: WHITEDOWNSPOUT / LEADERHEAD / RAIN GUTTER COLOR-COATED ALUMINUM, COLOR: WHITEWROUGHT IRON GATES COLOR: BLACKMETAL AWNING COLOR: BLACK 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:16 PM A201 Checker ELEVATIONS NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1st F.F 1st F.F GRADE GRADE T.O.P.1 T.O.P.1 2nd FF 2nd FF T.O.P.2 T.O.P.2 3rd FF 3rd FF T.O.P.3 T.O.P.3 T.O.R.F.T.O.R.F. 4'- 4 " 8'- 4 " 1'- 0 " 9'- 0 " 1'- 0 " 8'- 4 " 6" 32 ' - 6 " 6 78 2 5 3 1 12 6 78 1 3 12 2 2 1 21 234 BUILDING 2BUILDING 1 9'-11 1/2" 1st F.F 1st F.F GRADE GRADE T.O.P.1 T.O.P.1 2nd FF 2nd FF T.O.P.2 T.O.P.2 3rd FF 3rd FF T.O.P.3 T.O.P.3 T.O.R.F.T.O.R.F. 6" 8'- 4 " 1'- 0 " 9'- 0 " 1'- 0 " 8'- 4 " 4'- 4 " 32 ' - 6 " 6 2 1 2 3 4 3 2 1 6 1 2 11 10 1 3 4 3 2 1 BUILDING 4 BUILDING 2 1414111 5'- 6 " 4'- 6 " 1/4" = 1'-0" BLDG 1&2 - WEST ELEVATION 1 1/4" = 1'-0" BLDG 2&4 - SOUTH ELEVATION 2 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 WHITEFIBER-CEMENT SIDING (JAMES HARDIE SIDING) LAPSIDING W/ 4" REVEALPAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDARDS)EXTERIOR WINDOWS (MILGARD WINDOWS)COLLECTION: TUSCANY VINYL COLOR: 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/ DECORATIVE WOOD RAILING PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)CONCRETE ROOF TILES (EAGLE ROOFING)PONDEROSA, COLOR: 399 CHARCOAL RANGEFASCIA BOARD (MILLWORK BY OTHERS)2x4 FASCIA BOARD, PAINTED COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)CROWN MOULDING (MILLWORK BY OTHERS) 2x WOOD, PAINTED COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS) 9. •10.••11. •12. •13. •14. •15. • STUCCOED TRIMS (LA HABRA STUCCO) STUCCOED, COLOR: X-50 CRYSTAL WHITE + 2 LBEXTERIOR LIGHTING (QUOIZEL LIGHTING)COLLECTION, MARINE, COLOR: BRONZEDOWNWARD FACING LIGHT AT SIDE FACINGBRICK VENEER (BORAL BRICK) COLLECTION: MERIDIAN, COLOR: OLD BAILEYGARAGE DOOR (AMARR GARAGE DOOR) LINCOLN COLLECTION, COLOR: WHITEDOWNSPOUT / LEADERHEAD / RAIN GUTTER COLOR-COATED ALUMINUM, COLOR: WHITEWROUGHT IRON GATES COLOR: BLACKMETAL AWNING COLOR: BLACK 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:18 PM A202 Checker ELEVATIONS NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN 1st F.F 1st F.F GRADE GRADE T.O.P.1 T.O.P.1 2nd FF 2nd FF T.O.P.2 T.O.P.2 3rd FF 3rd FF T.O.P.3 T.O.P.3 T.O.R.F.T.O.R.F. AGCDBEF 4'- 4 " 8'- 4 " 1'- 0 " 9'- 0 " 1'- 0 " 8'- 4 " 6" 32 ' - 6 " 6 78 2 1 12 2176 8 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 WHITEFIBER-CEMENT SIDING (JAMES HARDIE SIDING) LAPSIDING W/ 4" REVEALPAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDARDS)EXTERIOR WINDOWS (MILGARD WINDOWS)COLLECTION: TUSCANY VINYL COLOR: 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/ DECORATIVE WOOD RAILING PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)CONCRETE ROOF TILES (EAGLE ROOFING)PONDEROSA, COLOR: 399 CHARCOAL RANGEFASCIA BOARD (MILLWORK BY OTHERS)2x4 FASCIA BOARD, PAINTED COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)CROWN MOULDING (MILLWORK BY OTHERS) 2x WOOD, PAINTED COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS) 9. •10.••11. •12. •13. •14. •15. • STUCCOED TRIMS (LA HABRA STUCCO) STUCCOED, COLOR: X-50 CRYSTAL WHITE + 2 LBEXTERIOR LIGHTING (QUOIZEL LIGHTING)COLLECTION, MARINE, COLOR: BRONZEDOWNWARD FACING LIGHT AT SIDE FACINGBRICK VENEER (BORAL BRICK) COLLECTION: MERIDIAN, COLOR: OLD BAILEYGARAGE DOOR (AMARR GARAGE DOOR) LINCOLN COLLECTION, COLOR: WHITEDOWNSPOUT / LEADERHEAD / RAIN GUTTER COLOR-COATED ALUMINUM, COLOR: WHITEWROUGHT IRON GATES COLOR: BLACKMETAL AWNING COLOR: BLACK 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:20 PM A203 Checker ELEVATIONS NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/4" = 1'-0" BLDG 3&4 - EAST ELEVATION 1 BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN 1st F.F 1st F.F GRADE GRADE T.O.P.1 T.O.P.1 2nd FF 2nd FF T.O.P.2 T.O.P.2 3rd FF 3rd FF T.O.P.3 T.O.P.3 T.O.R.F.T.O.R.F. 1.3 4 52.5 4.52. 4'- 4 " 8'- 4 " 1'- 0 " 9'- 0 " 1'- 0 " 8'- 4 " 6" 32 ' - 6 " 1 10 66 1st F.F 1st F.F GRADE GRADE T.O.P.1 T.O.P.1 2nd FF 2nd FF T.O.P.2 T.O.P.2 3rd FF 3rd FF T.O.P.3 T.O.P.3 T.O.R.F.T.O.R.F. 1 10 6 1 10 6 6" 8'- 4 " 1'- 0 " 9'- 0 " 1'- 0 " 8'- 4 " 4'- 4 " 32 ' - 6 " 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 WHITEFIBER-CEMENT SIDING (JAMES HARDIE SIDING) LAPSIDING W/ 4" REVEALPAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDARDS)EXTERIOR WINDOWS (MILGARD WINDOWS)COLLECTION: TUSCANY VINYL COLOR: 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/ DECORATIVE WOOD RAILING PAINTED, COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)CONCRETE ROOF TILES (EAGLE ROOFING)PONDEROSA, COLOR: 399 CHARCOAL RANGEFASCIA BOARD (MILLWORK BY OTHERS)2x4 FASCIA BOARD, PAINTED COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS)CROWN MOULDING (MILLWORK BY OTHERS) 2x WOOD, PAINTED COLOR: DEHW08 CLASSIC WHITE (DUNN-EDWARDS) 9. •10.••11. •12. •13. •14. •15. • STUCCOED TRIMS (LA HABRA STUCCO) STUCCOED, COLOR: X-50 CRYSTAL WHITE + 2 LBEXTERIOR LIGHTING (QUOIZEL LIGHTING)COLLECTION, MARINE, COLOR: BRONZEDOWNWARD FACING LIGHT AT SIDE FACINGBRICK VENEER (BORAL BRICK) COLLECTION: MERIDIAN, COLOR: OLD BAILEYGARAGE DOOR (AMARR GARAGE DOOR) LINCOLN COLLECTION, COLOR: WHITEDOWNSPOUT / LEADERHEAD / RAIN GUTTER COLOR-COATED ALUMINUM, COLOR: WHITEWROUGHT IRON GATES COLOR: BLACKMETAL AWNING COLOR: BLACK 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:21 PM A204 Checker ELEVATIONS NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/4" = 1'-0" BLDG 2&4 - NORTH ELEVATION 1 1/4" = 1'-0" BLDG 1&3 - SOUTH ELEVATION 2 BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN 1st F.F 1st F.F GRADE GRADE T.O.P.1 T.O.P.1 2nd FF 2nd FF T.O.P.2 T.O.P.2 3rd FF 3rd FF T.O.P.3 T.O.P.3 T.O.R.F.T.O.R.F. A G 1 A302 2 A301 C DB E F 3 A302 2 A302 3 A301 6" 4'- 4 " 8'- 4 " 1'- 0 " 9'- 0 " 1'- 0 " 8'- 4 " 32 ' - 6 " 7'- 9 1 / 2 " 5'- 4 " 7'- 9 1 / 2 " 7'- 9 1 / 2 " MIN H E A D H T . 6 ' - 8 " 7'- 5 " MIN H E A D H T . 6 ' - 8 " 7'- 5 " MIN H E A D H T . 6 ' - 8 " 7'- 5 " MIN H E A D H T . 6 ' - 8 " 7'- 5 " MIN H E A D H T . 6 ' - 8 " 7'- 5 " 3 4 2R30R30 R19R19 R19 R19 R19 R19 R30 R30 A71114 6A711 6A711 6A711 R1911 A711 2 2 2 2 22 2 2 8'- 4 " 8'- 4 " 5'- 4 " 1st F.F 1st F.F GRADE GRADE T.O.P.1 T.O.P.1 2nd FF 2nd FF T.O.P.2 T.O.P.2 3rd FF 3rd FF T.O.P.3 T.O.P.3 T.O.R.F.T.O.R.F. 1 A301 1.3 1'- 4 " 8'- 4 " 1'- 0 " 9'- 0 " 1'- 0 " 8'- 4 " R19 TYP. R30 TYP. 4'- 4 " 32 ' - 6 " 6" MIN H E A D H T . 6 ' - 8 " 7'- 8 " A721 1 R19 5A711 R30 9 A711 TYP 8'- 4 " 1st F.F 1st F.F GRADE GRADE T.O.P.1 T.O.P.1 2nd FF 2nd FF T.O.P.2 T.O.P.2 3rd FF 3rd FF T.O.P.3 T.O.P.3 T.O.R.F.T.O.R.F. 1 A301 1.3 9'- 4 1 / 2 " 4'- 4 " 8'- 4 " 1'- 0 " 9'- 0 " 1'- 0 " 8'- 4 " 6" 32 ' - 6 " R19 TYP. R30 TYP. 1 3 2 4 8'- 0 " 2 R19 5 A711 9 A711 TYP 11 A711 2 1. • • 2. • • • •3. 4. 5. • 6. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT: AT ALL GARAGE SIDE WALL SEPARATING HABITABLE SPACE AT ENTIRE GARAGE CEILING USABLE SPACE UNDER STAIRWAYPROVIDE INSULATION PER TITLE 24: AT ALL EXTERIOR WALLS: R19 FLOORS ABOVE GARAGE AND CEILING SEPARATING THE ATTIC: R30 ROOF / ROOF RAFTER: R30 FLOOR OVERHANG: R19A RADIANT BARRIER PER ENERGY REPORT PROVIDE MIN 1" GAP BETW. INSULATION AND BOTTOM OF ROOF SHEATHINGPROVIDE 2% SLOPE TO DECK DRAIN AND WATERPROFING AT DECK /BACONY WATER PROOF MATERIAL: ENDURO PRODUCTS, INC. ER-483 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.) ATTIC ACCESS 30"X30" W/ 30" CLEAR HEAD ROOM QUALITY INSULATION INSTALLATION REQUIRED SECTION KEYNOTES # CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:23 PM A301 Checker SECTIONS NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/4" = 1'-0" SECTION A 1 1/4" = 1'-0" SECTION B 2 1/4" = 1'-0" SECTION C 3 BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN 1st F.F 1st F.F GRADE GRADE T.O.P.1 T.O.P.1 2nd FF 2nd FF T.O.P.2 T.O.P.2 3rd FF 3rd FF T.O.P.3 T.O.P.3 T.O.R.F.T.O.R.F. 1 A301 1.3 3' - 4 " 3'-0" R30 TYP. R19 TYP. 8'- 9 1 / 2 " 6" 8'- 4 " 1'- 0 " 9'- 0 " 1'- 0 " 8'- 4 " 4'- 4 " 32 ' - 6 " 8'- 4 " R19 R19 R30 MIN H E A D H T 6 ' - 8 " 8'- 5 1 / 2 " 5 A7111 6 1st F.F 1st F.F GRADE GRADE T.O.P.1 T.O.P.1 2nd FF 2nd FF T.O.P.2 T.O.P.2 3rd FF 3rd FF T.O.P.3 T.O.P.3 T.O.R.F.T.O.R.F. 1 A301 1.3 7'- 9 1 / 2 " 3'- 0 " 5'- 4 " 6" 8'- 4 " 1'- 0 " 9'- 0 " 1'- 0 " 8'- 4 " 4'- 4 " 32 ' - 6 " MIN H E A D H T 6 ' - 8 " 7'- 9 " 10 " R19 R19 R30 R30 2 4 3 2 1 8'- 4 " 1st F.F 1st F.F GRADE GRADE T.O.P.1 T.O.P.1 2nd FF 2nd FF T.O.P.2 T.O.P.2 3rd FF 3rd FF T.O.P.3 T.O.P.3 T.O.R.F.T.O.R.F. 01 A301 1. 3'- 8 " 8'- 4 " 6" 8'- 4 " 1'- 0 " 9'- 0 " 1'- 0 " 8'- 4 " 4'- 4 " BEDROOM BEDROOM BATHRM 2-CAR GARAGE 8'- 4 " 8'- 4 " R30 TYP. R19 TYP. 1 2 3 4 R19 R19 R30 MIN H E A D H T . 6 ' - 8 " 8'- 5 1 / 2 " 32 ' - 6 " 1'-0" 1.• • 2. •• •• 3.4. 5. • 6. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT:AT ALL GARAGE SIDE WALL SEPARATING HABITABLE SPACE AT ENTIRE GARAGE CEILING USABLE SPACE UNDER STAIRWAY PROVIDE INSULATION PER TITLE 24: AT ALL EXTERIOR WALLS: R19FLOORS ABOVE GARAGE AND CEILING SEPARATING THE ATTIC: R30 ROOF / ROOF RAFTER: R30FLOOR OVERHANG: R19 A RADIANT BARRIER PER ENERGY REPORTPROVIDE MIN 1" GAP BETW. INSULATION AND BOTTOM OF ROOF SHEATHING PROVIDE 2% SLOPE TO DECK DRAIN AND WATERPROFING AT DECK /BACONY WATER PROOF MATERIAL: ENDURO PRODUCTS, INC. ER-483 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.)ATTIC ACCESS 30"X30" W/ 30" CLEAR HEAD ROOM QUALITY INSULATION INSTALLATION REQUIRED SECTION KEYNOTES # CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:24 PM A302 Checker SECTIONS NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/4" = 1'-0" SECTION D 1 1/4" = 1'-0" SECTION E 2 1/4" = 1'-0" SECTION F 3 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE FOYER FOYER FOYER FOYER FOYER 2nd Floor Line 2nd Floor Line UNIT #1TYPE A UNIT #2TYPE B UNIT #3TYPE C UNIT #4TYPE D UNIT #5TYPE ETO 2nd FLR UP TO 2nd FLR UP 1" MIN 1" M I N 1" M I N 2 CM S CM S TO 2nd FLR UP TO 2nd FLR UP TO 2nd FLR UP 2 CM S CM S CM S 1" M I N 1" M I N 1" M I N 5 G GF I HE,PC SVSS G G 240V G G G G EV G GF I G G 240V G EV SVSS DR SSS DRHE,PCG/WP G/W P S To Light/switch @2nd Floor A SS DRHE,PCG/WP S To Light/switch @2nd Floor GG GF I G G240VG EV SVSS SS DR HE,PCG/WP S To Light/switch @2nd Floor G G GF I EV G 240V G G SVSS SS DRHE,PCG/WP S To Light/switch @2nd Floor EV G GF I G G240V G SVSS SS DRHE,PCG/WP S To Light/switch @2nd FloorA HB HE,PC 22 0 V DIS C O N N E C T 22 0 V DI S C O N N E C T 22 0 V DIS C O N N E C T G GGGG ERR READYSEE ELECTRICAL NOTES#12c ERR READYSEE ELECTRICAL NOTES#12c ERR READYSEE ELECTRICAL NOTES#12c ERR READYSEE ELECTRICAL NOTES#12c ERR READYSEE ELECTRICAL NOTES#12c SSSS 1 1 1 1 1 208/240V208/240V208/240V208/240V208/240V 22 0 V DIS C O N N E C T 22 0 V DIS C O N N E C T HB HB HB HB G/WP G/WPG/WP G/WPG/WPG/WP HE , P C HE,PC BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN HEATPUMP HEAT PUMP AC: PROVIDE EQUIPMENT PLATFORM FOR AC UNIT 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 HEAT PUMP WATER HEATER SEE 3/AD-6 FOR SPECIFICATIONWH 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 SWITCH 3V 3 WAY VACACNY SENSORVVACANCY SENSOR D DIMMER SWITCH3D3 WAY DIMMER SWITCH * *OUTLET (MOUNTED 12"- 48" ABOVE F.F.) * LEGEND:A W/ ARC-FAULT CIRCUIT INTERRUPTER W.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) INTERCONNECTED HARD WIRE SMOKE DETECTOR W/ BATTERY BACKUP & LOW BATTERY SIGNAL, BACK-UP SHALL BE INSTALLED PER CRC R314. SD SHALL SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY ARE LOCATED INTERCONNECTED CARBON MONOXIDE HARD-WIRED CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R315. 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 ENCLOSURES. SHOWERHEADS (2.0 GPM) 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 (1.28 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 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 1.2 GPM STAINLESS STEEL, UNDER MOUNT KITCHEN SINK 1.8 GPM UTILITY PLAN LEGEND CONVENIENCE OUTLETS @ 12" ABV. FLOOR & 9" ABV. KITCHEN / BATH COUNTER VENTILATION NOTES FAMILY DWELLING GUIDELINES 1. 2. 3. 4. 5. 6. 7. 8. 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 1. 2. 3. 4. 5.6. 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; 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: 1. 2. 3. 4. 5. 6. 7. 8.9. 10. 11. 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 GARAGE W.P. COVER OF OUTLETS TO COMPLY WITH SECT. 406.8 (B)(1) CEC. ALL RECEPTACLE OUTLETS SHALL BE LABELED TEMPER-RESISTANTBATHROOM RECEPTACLES SHALL BE SERVED BY A DEDICATED 20 AMP CIRCUIT. LIGHTS IN KITCHEN, BEDROOMS, LIVING ROOMS, DINING ROOMS, OFFICES, AND SIMILAR ROOMS SHALL BE CONTROLLED BY DIMMER.LIGHTING CONTROLS NOTES: ELECTRICAL NOTES: 1. 2. 3.4. 5. 6. 7. 8. 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 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 ENGINES INDUCTION LAMPS HIGH EFFICACY LIGHT SOURCES 1. 2. 3. 4. 5.6. 7. 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 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 FLOOR GAS 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)PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION FLOW RATES: SHOWERHEADS- 2.0 GPM, LAVATORY FAUCETS- 1.2 GPM, KITCHEN FAUCETS- 1.8 GPM, WATER CLOSETS-1.28 GPF. 1. 2. 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 HEAT PUMP WATER HEATER DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER UNIT , HEAT PUMP 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 ≥ 110 CFM, BATHROOM ≥ 50 CFM, WITH HUMIDSTAT OR CONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE 150(o)] 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY 101 CFM (UNIT A), 92 CFM (UNIT B AND C), and 104 CFM (UNIT D) INDOOR AIR QUALITY FAN PER ENERGY CALCULATIONS. LOCATION AT 3RD FLOOR CEILING. IAQ FAN SHALL REMAIN OPEN WHILE THE BUILDING IS OCCUPIED 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 @ 180CFM FOR UNIT < 1500SQFT FLOOR AREA& 250 CFM FOR UNIT >1500SQFT FLOOR AREA. (CMC 504.2 & ASHRAE 62.2 TYP.) • • • •• 240 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 WATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADEIT MUST BE UL APPROVED / THIRD PARTY 24 FURNACE SEE 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 1. 2. 3. 4. RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER).RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES.SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS “EV CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE” ELECTRIC VEHICLE (EV) FOR NEW CONSTRUCTION INSTALL A LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT FOR EACH DWELLING UNIT.” QUIET EXHAUST FAN -(50 CFM MIN.)FAN- 15 AIR EXCHANGES PER HOUR AND EXHAUSTING DIRECTLY TO THE OUTSIDE. - BATHROOM EXHAUST FANS MUST BE ENERGY STAR RATED, CONTROLLED BY A HUMIDSTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDSTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN RELATIVE HUMIDITY RANGES OF 50 TO 80% a.HEAT PUMP SPACE HEATER READY: IF A NATURAL GAS OR PROPANE FURNACE IS INSTALLED, I. LNSTALL DEDICATED 240-VOLT, 30-AMP BRANCH CIRCUIT WIRING WITHIN 3 FT FROM THE FURNACE AND ACCESSIBLE TO THE FURNACE WITH NO OBSTRUCTIONS. II. RESERVE SPACE ON THE MAIN ELECTRICAL SERVICE PANEL TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR FUTURE FURNACE INSTALLATION. 12.ELECTRIC READINESS REQUIREMENTS S (CENC SECTION 1 50.0(T)-(V)) FOR NEW CONSTRUCTION TITLE-24 ENERGY REQUIREMENTS: 1. 2. 3. 4. KITCHENS. ALL INSTALLED WATTAGE OF LUMINARIES IN KITCHENS SHALL BE HIGH EFFICACY. LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS, WALK-IN CLOSETS AND UTILITY ROOMS. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR.HABITABLE SPACES. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY A VACANCY/ OCCUPANCY SENSOR OR DIMMER.OUTDOOR LIGHTING. ALL LUMINAIRES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES AND SHALL BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION (WITH OVERRIDE). SEE 150(K)3 FOR REQUIREMENTS. ENERGY STORAGE SYSTEM (ESS) READY THE FOLLOWING TO COMPLY WITH MANDATORY MEASURE FOR ENERGY STORAGE SYSTEM (ESS) READY PER SECTION 150.0(S): 1. 2. 3. A DEDICATED RACEWAY FROM THE MAIN SERVICE TO A PANELBOARD (SUBPANEL) THAT SUPPLIES THE BRANCH CIRCUITS IN SECTION 150.0(S)(2). ALL BRANCH CIRCUITS ARE PERMITTED TO BE SUPPLIED BY THE MAIN SERVICE PANEL PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RACEWAY SHALL BE NOT LESS THAN 1 INCH. THE PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS SUBPANEL) MUST BE LABELED "SUBPANEL SHALL INCLUDE ALL BACKED-UP LOAD CIRCUITS."A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY THE REFRIGERATOR, ONE LIGHTING CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND ATLEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET.THE MINIMUM BUSBAR RATING SHALL NOT BE LESS THAN 225 AMPS. a. b. c. ADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETS. UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING. LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL- MOUNTED DIMMING CONTROLS. c.ELECTRIC CLOTHES DRYER READY: IF A CLOTHES DRYER LOCATION HAS GAS OR PROPANE PLUMBING, I. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE CLOTHES DRYER LOCATION AND ACCESSIBLE LOCATION AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." II. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC CLOTHES DRYER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED "FOR FUTURE 240V USE." ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. b.ELECTRIC COOKTOP READY: IF A GAS OR PROPANE COOKTOP SERVES INDIVIDUAL DWELLING UNITS I A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE COOKTOP AND ACCESSIBLE TO THE COOKTOP WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 50 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." II RESERVE SPACE ON THE MAIN ELECTRICAL SERVICE PANEL TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR FUTURE COOKTOP INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE 240V USE." COMMON WALL NOTES COMMON WALLS DO NOT CONTAIN PLUMBING OR MECHANICAL EQUIPMENT, DUCTS OR VENTS IN THE CAVITY OF THE COMMON WALL. ELECTRICAL INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. PENETRATIONS OF ELECTRICAL OUTLET BOXES SHALL BE IN ACCORDANCE WITH CRC R302.4. 1/4" = 1'-0" BLDG 1&2 1ST FLR UTILITY PLAN 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:26 PM A401 Checker BLDG 1&2 - 1ST FLOORUTILITY PLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - LIVING BEDROOM BEDROOM BEDROOM BEDROOM UNIT #1TYPE A UNIT #2TYPE B BA T H R M BATHRM BATHRM BATHRM ? BEDROOM KITCHEN TO 3 R D F L R UP TO 1 S T F L R DN CLOSET 16 16 16 16 CLOSET DINING TO 3 R D F L R UP TO 1 S T F L R DN CM S CM S CM S CM S TO 3 R D F L R UP TO 1 S T F L R DN CM S CM S CM S CM S CM S CM S CMS CM S CM S 16 16 16 16 16 16 KITCHEN KITCHEN KITCHEN KITCHEN TO 3 R D F L R UP TO 1 S T F L R DN TO 3 R D F L R UP TO 1 S T F L R DN 9 9 WP G 24 0 V A/G A/G A/G A/G A/G A A A SD A SDSVS S3 SD SD A/G A/G A/G SS S3 ERR READYSEE ELECTRICAL NOTES#12b A A A A A A To light/switch @1st flr To light/switch @3rd flr 1/2 hot under sink G 24 0 V A/G A/G A/GA/G A A A SDA S D A/ G A/ G A/G A/G ERR READYSEE ELECTRICAL NOTES#12b 1/2 hot under sink SS SD A A A A A To light/switch @1st flr To light/switch @3rd flr S3S3A S D A A A A A To light/switch @1st flr To light/switch @3rd flr A G 24 0 V A/G A/ G A/G A/G A/G A/G A/ G A/G ERR READYSEE ELECTRICAL NOTES#12b 1/2 hot under sink SS SD A A A S A S D A A A A A To light/switch @1st flr To light/switch @3rd flr A A/ G A/GA/G A/G A/G A/G A/G S D A A A A SD G240VA/G ERR READYSEE ELECTRICAL NOTES#12b SS 1/2 hot under sink SD To light/switch @1st flr To light/switch @3rd flr SSS3D SSDSV WP A A A A SS 1/2 hot under sink G 24 0 V A/ G ERR READYSEE ELECTRICAL NOTES#12b A/ G A/G S3D A/GA/G G A A A A A A SD WP SDSVS G S3 S3 S3S3 WP SDSVS G WP SDSVS G 9 9 9 BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN HEATPUMP HEAT PUMP AC: PROVIDE EQUIPMENT PLATFORM FOR AC UNIT 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 HEAT PUMP WATER HEATER SEE 3/AD-6 FOR SPECIFICATIONWH 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 SWITCH 3V 3 WAY VACACNY SENSOR V VACANCY SENSOR D DIMMER SWITCH3D3 WAY DIMMER SWITCH * *OUTLET (MOUNTED 12"- 48" ABOVE F.F.) * LEGEND: A W/ ARC-FAULT CIRCUIT INTERRUPTER W.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) INTERCONNECTED HARD WIRE SMOKE DETECTOR W/ BATTERY BACKUP & LOW BATTERY SIGNAL, BACK-UP SHALL BE INSTALLED PER CRC R314. SD SHALL SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY ARE LOCATED INTERCONNECTED CARBON MONOXIDE HARD-WIRED CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R315. 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 ENCLOSURES. SHOWERHEADS (2.0 GPM) 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 (1.28 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 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 1.2 GPM STAINLESS STEEL, UNDER MOUNT KITCHEN SINK 1.8 GPM UTILITY PLAN LEGEND CONVENIENCE OUTLETS @ 12" ABV. FLOOR & 9" ABV. KITCHEN / BATH COUNTER VENTILATION NOTES FAMILY DWELLING GUIDELINES 1. 2. 3. 4. 5. 6. 7. 8. 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 1. 2. 3. 4. 5.6. B LISTED, AS DEFINED IN SECTION 100.1, FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. AN EXHAUST FAN HOUSING SHALL NOT BE REQUIRED TO BE CERTIFIED AIRTIGHT; ANDBE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH AGASKET OR CAULK; AND FOR LUMINAIRES WITH HARDWIRED BALLASTS OR DRIVERS, ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW THE CEILING WITHOUT REQUIRING THE CUTTING OF HOLES IN THE CEILING; ANDSHALL NOT CONTAIN SCREW BASE SOCKETS; 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: 1. 2. 3. 4. 5. 6. 7.8.9. 10. 11. 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 GARAGE W.P. COVER OF OUTLETS TO COMPLY WITH SECT. 406.8 (B)(1) CEC.ALL RECEPTACLE OUTLETS SHALL BE LABELED TEMPER-RESISTANTBATHROOM RECEPTACLES SHALL BE SERVED BY A DEDICATED 20 AMP CIRCUIT.LIGHTS IN KITCHEN, BEDROOMS, LIVING ROOMS, DINING ROOMS, OFFICES, AND SIMILAR ROOMS SHALL BE CONTROLLED BY DIMMER.LIGHTING CONTROLS NOTES: ELECTRICAL NOTES: 1. 2. 3.4. 5.6. 7. 8. PIN-BASED LINEAR OR COMPACT FLUORESCENT LAMPS WITH ELECTRONIC BALLASTS PULSE-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 JA8LUMINAIRE HOUSINGS RATED BY MANUFACTURER FOR USE W/ ONLY LED LIGHT ENGINES INDUCTION LAMPS HIGH EFFICACY LIGHT SOURCES 1. 2. 3. 4. 5. 6. 7. 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 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)PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION FLOW RATES: SHOWERHEADS- 2.0 GPM, LAVATORY FAUCETS- 1.2 GPM, KITCHEN FAUCETS- 1.8 GPM, WATER CLOSETS-1.28 GPF. 1. 2. 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 HEAT PUMP WATER HEATER DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER UNIT , HEAT PUMP 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 ≥ 110 CFM, BATHROOM ≥ 50 CFM, WITH HUMIDSTAT OR CONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE 150(o)] 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY 101 CFM (UNIT A), 92 CFM (UNIT B AND C), and 104 CFM (UNIT D) INDOOR AIR QUALITY FAN PER ENERGY CALCULATIONS. LOCATION AT 3RD FLOOR CEILING. IAQ FAN SHALL REMAIN OPEN WHILE THE BUILDING IS OCCUPIED 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 @ 180CFM FOR UNIT < 1500SQFT FLOOR AREA& 250 CFM FOR UNIT >1500SQFT FLOOR AREA. (CMC 504.2 & ASHRAE 62.2 TYP.) • • • •• 240 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 ASSISTANTWATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADEIT MUST BE UL APPROVED / THIRD PARTY 24 FURNACE SEE 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 1. 2. 3. 4. RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER). RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES.SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS “EV CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE” ELECTRIC VEHICLE (EV) FOR NEW CONSTRUCTION INSTALL A LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT FOR EACH DWELLING UNIT.” QUIET EXHAUST FAN -(50 CFM MIN.)FAN- 15 AIR EXCHANGES PER HOUR AND EXHAUSTING DIRECTLY TO THE OUTSIDE. - BATHROOM EXHAUST FANS MUST BE ENERGY STAR RATED, CONTROLLED BY A HUMIDSTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDSTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN RELATIVE HUMIDITY RANGES OF 50 TO 80% a.HEAT PUMP SPACE HEATER READY: IF A NATURAL GAS OR PROPANE FURNACE IS INSTALLED, I. LNSTALL DEDICATED 240-VOLT, 30-AMP BRANCH CIRCUIT WIRING WITHIN 3 FT FROM THE FURNACE AND ACCESSIBLE TO THE FURNACE WITH NO OBSTRUCTIONS. II. RESERVE SPACE ON THE MAIN ELECTRICAL SERVICE PANEL TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR FUTURE FURNACE INSTALLATION. 12.ELECTRIC READINESS REQUIREMENTS S (CENC SECTION 1 50.0(T)-(V)) FOR NEW CONSTRUCTION TITLE-24 ENERGY REQUIREMENTS: 1. 2. 3. 4. KITCHENS. ALL INSTALLED WATTAGE OF LUMINARIES IN KITCHENS SHALL BE HIGH EFFICACY. LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS, WALK-IN CLOSETS AND UTILITY ROOMS. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR.HABITABLE SPACES. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY A VACANCY/ OCCUPANCY SENSOR OR DIMMER.OUTDOOR LIGHTING. ALL LUMINAIRES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES AND SHALL BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION (WITH OVERRIDE). SEE 150(K)3 FOR REQUIREMENTS. ENERGY STORAGE SYSTEM (ESS) READY THE FOLLOWING TO COMPLY WITH MANDATORY MEASURE FOR ENERGY STORAGE SYSTEM (ESS) READY PER SECTION 150.0(S): 1. 2. 3. A DEDICATED RACEWAY FROM THE MAIN SERVICE TO A PANELBOARD (SUBPANEL) THAT SUPPLIES THE BRANCH CIRCUITS IN SECTION 150.0(S)(2). ALL BRANCH CIRCUITS ARE PERMITTED TO BE SUPPLIED BY THE MAIN SERVICE PANEL PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RACEWAY SHALL BE NOT LESS THAN 1 INCH. THE PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS SUBPANEL) MUST BE LABELED "SUBPANEL SHALL INCLUDE ALL BACKED-UP LOAD CIRCUITS."A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY THE REFRIGERATOR, ONE LIGHTING CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND ATLEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET.THE MINIMUM BUSBAR RATING SHALL NOT BE LESS THAN 225 AMPS. a.b. c. ADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETS.UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING. LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS. c.ELECTRIC CLOTHES DRYER READY: IF A CLOTHES DRYER LOCATION HAS GAS OR PROPANE PLUMBING, I. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE CLOTHES DRYER LOCATION AND ACCESSIBLE LOCATION AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." II. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC CLOTHES DRYER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED "FOR FUTURE 240V USE." ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. b.ELECTRIC COOKTOP READY: IF A GAS OR PROPANE COOKTOP SERVES INDIVIDUAL DWELLING UNITS I A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE COOKTOP AND ACCESSIBLE TO THE COOKTOP WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 50 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." II RESERVE SPACE ON THE MAIN ELECTRICAL SERVICE PANEL TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR FUTURE COOKTOP INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE 240V USE." COMMON WALL NOTES COMMON WALLS DO NOT CONTAIN PLUMBING OR MECHANICAL EQUIPMENT, DUCTS OR VENTS IN THE CAVITY OF THE COMMON WALL. ELECTRICAL INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. PENETRATIONS OF ELECTRICAL OUTLET BOXES SHALL BE IN ACCORDANCE WITH CRC R302.4. CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:28 PM A402 Checker BLDG 1&2 - 2ND FLOORUTILITY PLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/4" = 1'-0" BLDG -1&2 2ND FLOOR UTILITY PLAN 1 BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN UNIT #1TYPE A UNIT #2TYPE B BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM CLOSET CLOSET FCU FCU CM S CMS CMS CMS CMS CMS 19 19 TO 2 n d F L R DN TO 2 n d F L R DN 16 16 16 16 19 19 19 CMS CMS CM S CM S CM S CM S CMS CM S CM S TO 2 n d F L R DN TO 2 n d F L R DN TO 2 n d F L R DN CLOSET CLOSET 16 16 16 16 16 16 CLOSET FCU FCU FCU S3DS WP SV WP SSDSV A A A A SD S3D S 3D SVSDS S 24 0 V G S V A G A A A A A G ERR READYSEE ELECTRICAL NOTES#12a To light/switch @2nd flr S3DS WP SV WP SSDSV A A A A S D S3D S3D S VSDS S 24 0 V G SV A G G A A A A A G ERR READYSEE ELECTRICAL NOTES#12a To light/switch @2nd flr S3DS WP WP SSDSV A A A A SD S3D S 3D SVSDS S 24 0 V G S V A G G A A A A A G ERR READYSEE ELECTRICAL NOTES#12a To light/switch @2nd flr AA AS3DS WP WP SSDSV A A A A S D S3D S3D S VSDS S 24 0 V G A G G A A A A A ERR READYSEE ELECTRICAL NOTES#12a To light/switch @2nd flr A SV G SV A A A G WP A A A SVSDS SD A S D A S3 To light/switch @2nd flr S V S V S DS G G SD G SV A G G GGG 23 23 23 23 23 HEATPUMP HEAT PUMP AC: PROVIDE EQUIPMENT PLATFORM FOR AC UNIT 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 HEAT PUMP WATER HEATER SEE 3/AD-6 FOR SPECIFICATIONWH 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 SWITCH 3V 3 WAY VACACNY SENSOR V VACANCY SENSOR D DIMMER SWITCH3D3 WAY DIMMER SWITCH * *OUTLET (MOUNTED 12"- 48" ABOVE F.F.) * LEGEND: A 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) INTERCONNECTED HARD WIRE SMOKE DETECTOR W/ BATTERY BACKUP & LOW BATTERY SIGNAL, BACK-UP SHALL BE INSTALLED PER CRC R314. SD SHALL SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY ARE LOCATED INTERCONNECTED CARBON MONOXIDE HARD-WIRED CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R315. 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 ENCLOSURES. SHOWERHEADS (2.0 GPM) 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 (1.28 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 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 1.2 GPM STAINLESS STEEL, UNDER MOUNT KITCHEN SINK 1.8 GPM UTILITY PLAN LEGEND CONVENIENCE OUTLETS @ 12" ABV. FLOOR & 9" ABV. KITCHEN / BATH COUNTER VENTILATION NOTES FAMILY DWELLING GUIDELINES 1. 2. 3. 4. 5. 6. 7. 8. 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 1. 2. 3. 4. 5. 6. B LISTED, AS DEFINED IN SECTION 100.1, FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. AN EXHAUST FAN HOUSING SHALL NOT BE REQUIRED TO BE CERTIFIED AIRTIGHT; ANDBE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH AGASKET OR CAULK; AND FOR LUMINAIRES WITH HARDWIRED BALLASTS OR DRIVERS, ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW THE CEILING WITHOUT REQUIRING THE CUTTING OF HOLES IN THE CEILING; ANDSHALL NOT CONTAIN SCREW BASE SOCKETS; AND SHALL CONTAIN LIGHT SOURCES THAT COMPLY WITH REFERENCES JOINT APPENDIX JA8, INCLUDING THE ELEVATED TEMPERATURE REQUIREMENTS, AND THAT ARE MARKED “JA8-2016-E” AS SPECIFIED IN REFERENCE JOINT APPENDIX JA8. PLUMBING NOTES: 1. 2. 3. 4. 5. 6. 7.8. 9. 10. 11. 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 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 GARAGE W.P. COVER OF OUTLETS TO COMPLY WITH SECT. 406.8 (B)(1) CEC.ALL RECEPTACLE OUTLETS SHALL BE LABELED TEMPER-RESISTANT BATHROOM RECEPTACLES SHALL BE SERVED BY A DEDICATED 20 AMP CIRCUIT.LIGHTS IN KITCHEN, BEDROOMS, LIVING ROOMS, DINING ROOMS, OFFICES, AND SIMILAR ROOMS SHALL BE CONTROLLED BY DIMMER.LIGHTING CONTROLS NOTES: ELECTRICAL NOTES: 1. 2.3.4. 5.6. 7. 8. PIN-BASED LINEAR OR COMPACT FLUORESCENT LAMPS WITH ELECTRONIC BALLASTS PULSE-START METAL HALIDE LAMPSHIGH 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 JA8LUMINAIRE HOUSINGS RATED BY MANUFACTURER FOR USE W/ ONLY LED LIGHT ENGINES INDUCTION LAMPS HIGH EFFICACY LIGHT SOURCES 1. 2. 3. 4. 5. 6. 7. MAXIMUM WATER VELOCITY IN PIPES SHALL BE 8 FPS FOR COLD WATER AND 5 FPS FOR HOT WATER AS PIPE SIZING CRITERIA UPPER TERMINAL CLEANOUTS ARE REQUIRED FOR ALL HORIZONTAL DRAINAGE PIPING SERVICING SINKS AND URINALS STAND PIPE RECEPTOR FOR CLOTHES WASHER SHALL NOT EXTEND MORE THAN 30" OR LESS THAN 18" ABOVE ITS TRAPTRAP FOR CLOTHES WASHER STANDPIPE RECEPTOR SHALL BE INSTALLED BELOW THE FLOOR, BUT SHALL BE ROUGHED IN NOT LESS THAN 6" AND NO MORE THAN 18" ABOVE THE FLOORGAS PIPING SHALL BE KEPT A MIN 6" ABOVE GRADE OR STRUCTURE STAND PIPE REEPTOR FOR CLOTHES WASHER SHALL NOT EXTEND MORE THAN 30" OR LESS THAN 18" ABOVE ITS TRAP (2016 CPC SECTION 804.1)PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION FLOW RATES: SHOWERHEADS- 2.0 GPM, LAVATORY FAUCETS- 1.2 GPM, KITCHEN FAUCETS- 1.8 GPM, WATER CLOSETS-1.28 GPF. 1. 2. 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 HEAT PUMP WATER HEATER DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER UNIT , HEAT PUMP 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 ≥ 110 CFM, BATHROOM ≥ 50 CFM, WITH HUMIDSTAT OR CONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE 150(o)] 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY 101 CFM (UNIT A), 92 CFM (UNIT B AND C), and 104 CFM (UNIT D) INDOOR AIR QUALITY FAN PER ENERGY CALCULATIONS. LOCATION AT 3RD FLOOR CEILING. IAQ FAN SHALL REMAIN OPEN WHILE THE BUILDING IS OCCUPIED 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 @ 180CFM FOR UNIT < 1500SQFT FLOOR AREA& 250 CFM FOR UNIT >1500SQFT FLOOR AREA. (CMC 504.2 & ASHRAE 62.2 TYP.) • • • •• 240 V ELECTRICAL RECEPTACLE THAT IS WITHIN 3FT OF WATER HEATER AND ACCESSIBLE TO WATER HEATER WITH NO OBSTRUCTIONCATEGORY III OR IV VENT, OR A TYPE B VENT W/ STRAIGHT PIPE BETW. THEOUTSIDE TERMINATION AND SPACE WHERE WATER HEATER IS INSTALLED CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANTWATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADEIT MUST BE UL APPROVED / THIRD PARTY 24 FURNACE SEE 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 1. 2. 3. 4. RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER). RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES. SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS “EV CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE” ELECTRIC VEHICLE (EV) FOR NEW CONSTRUCTION INSTALL A LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT FOR EACH DWELLING UNIT.” QUIET EXHAUST FAN -(50 CFM MIN.)FAN- 15 AIR EXCHANGES PER HOUR AND EXHAUSTING DIRECTLY TO THE OUTSIDE. - BATHROOM EXHAUST FANS MUST BE ENERGY STAR RATED, CONTROLLED BY A HUMIDSTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDSTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN RELATIVE HUMIDITY RANGES OF 50 TO 80% a.HEAT PUMP SPACE HEATER READY: IF A NATURAL GAS OR PROPANE FURNACE IS INSTALLED, I. LNSTALL DEDICATED 240-VOLT, 30-AMP BRANCH CIRCUIT WIRING WITHIN 3 FT FROM THE FURNACE AND ACCESSIBLE TO THE FURNACE WITH NO OBSTRUCTIONS. II. RESERVE SPACE ON THE MAIN ELECTRICAL SERVICE PANEL TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR FUTURE FURNACE INSTALLATION. 12.ELECTRIC READINESS REQUIREMENTS S (CENC SECTION 1 50.0(T)-(V)) FOR NEW CONSTRUCTION TITLE-24 ENERGY REQUIREMENTS: 1. 2. 3. 4. KITCHENS. ALL INSTALLED WATTAGE OF LUMINARIES IN KITCHENS SHALL BE HIGH EFFICACY. LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS, WALK-IN CLOSETS AND UTILITY ROOMS. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR.HABITABLE SPACES. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY A VACANCY/ OCCUPANCY SENSOR OR DIMMER. OUTDOOR LIGHTING. ALL LUMINAIRES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES AND SHALL BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION (WITH OVERRIDE). SEE 150(K)3 FOR REQUIREMENTS. ENERGY STORAGE SYSTEM (ESS) READY THE FOLLOWING TO COMPLY WITH MANDATORY MEASURE FOR ENERGY STORAGE SYSTEM (ESS) READY PER SECTION 150.0(S): 1. 2. 3. A DEDICATED RACEWAY FROM THE MAIN SERVICE TO A PANELBOARD (SUBPANEL) THAT SUPPLIES THE BRANCH CIRCUITS IN SECTION 150.0(S)(2). ALL BRANCH CIRCUITS ARE PERMITTED TO BE SUPPLIED BY THE MAIN SERVICE PANEL PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RACEWAY SHALL BE NOT LESS THAN 1 INCH. THE PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS SUBPANEL) MUST BE LABELED "SUBPANEL SHALL INCLUDE ALL BACKED-UP LOAD CIRCUITS."A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY THE REFRIGERATOR, ONE LIGHTING CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND ATLEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET. THE MINIMUM BUSBAR RATING SHALL NOT BE LESS THAN 225 AMPS. a.b. c. ADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETS.UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING. LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS. c.ELECTRIC CLOTHES DRYER READY: IF A CLOTHES DRYER LOCATION HAS GAS OR PROPANE PLUMBING, I. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE CLOTHES DRYER LOCATION AND ACCESSIBLE LOCATION AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." II. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC CLOTHES DRYER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED "FOR FUTURE 240V USE." ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. b.ELECTRIC COOKTOP READY: IF A GAS OR PROPANE COOKTOP SERVES INDIVIDUAL DWELLING UNITS I A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE COOKTOP AND ACCESSIBLE TO THE COOKTOP WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 50 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." II RESERVE SPACE ON THE MAIN ELECTRICAL SERVICE PANEL TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR FUTURE COOKTOP INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE 240V USE." COMMON WALL NOTES COMMON WALLS DO NOT CONTAIN PLUMBING OR MECHANICAL EQUIPMENT, DUCTS OR VENTS IN THE CAVITY OF THE COMMON WALL. ELECTRICAL INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. PENETRATIONS OF ELECTRICAL OUTLET BOXES SHALL BE IN ACCORDANCE WITH CRC R302.4. CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:30 PM A403 Checker BLDG 1&2 - 3RD FLOORUTILITY PLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/4" = 1'-0" BLDG 1&2 - 3RD FLOOR UTILITY PLAN 1 2-CAR GARAGE2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE FOYER FOYERFOYERFOYERFOYER 2nd Floor Line UNIT #6TYPE A (R)UNIT #7TYPE B (R) UNIT #8TYPE C (R)UNIT #9TYPE D (R)UNIT #10TYPE E (R) TO 2nd FLR UP TO 2nd FLR UP TO 2nd FLR UPTO 2nd FLR UP TO 2nd FLR UPCM S CM S TO 2nd FLR UP CM S CM S CMS 1" MIN 1" M I N 1" M I N 1" M I N 1" M I N 1" M I N G GF I HE,PC SVSS G G 240V G G G G EV G GF I G G 240V G EV SVSS DR SSS DR HE,PCG/WP G/W P S To Light/switch @2nd Floor A SS DRHE,PCG/WP S To Light/switch @2nd Floor GG GF I G G240VG EV SVSS SS DRHE,PCG/WP S To Light/switch @2nd Floor G G GF I EV G 240V G G SVSS SS DRHE,PCG/WP S To Light/switch @2nd Floor EV G GF I G G240V G SVSS SS DRHE,PCG/WP S To Light/switch @2nd FloorA HB HE,PC 22 0 V DIS C O N N E C T 22 0 V DIS C O N N E C T 22 0 V DIS C O N N E C T G GGGG ERR READYSEE ELECTRICAL NOTES#12c ERR READYSEE ELECTRICAL NOTES#12c ERR READYSEE ELECTRICAL NOTES#12c ERR READYSEE ELECTRICAL NOTES#12c ERR READYSEE ELECTRICAL NOTES#12c SSSS 1 1 1 1 1 208/240V208/240V208/240V208/240V208/240V 22 0 V DIS C O N N E C T 22 0 V DI S C O N N E C T HB HB HB HB G/WP G/WPG/WP G/WPG/WPG/WP HE , P C HE,PC BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN HEATPUMP HEAT PUMP AC: PROVIDE EQUIPMENT PLATFORM FOR AC UNIT 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 HEAT PUMP WATER HEATER SEE 3/AD-6 FOR SPECIFICATIONWH 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 SWITCH 3V 3 WAY VACACNY SENSORVVACANCY SENSOR D DIMMER SWITCH3D3 WAY DIMMER SWITCH * *OUTLET (MOUNTED 12"- 48" ABOVE F.F.) * LEGEND:A W/ ARC-FAULT CIRCUIT INTERRUPTER W.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) INTERCONNECTED HARD WIRE SMOKE DETECTOR W/ BATTERY BACKUP & LOW BATTERY SIGNAL, BACK-UP SHALL BE INSTALLED PER CRC R314. SD SHALL SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY ARE LOCATED INTERCONNECTED CARBON MONOXIDE HARD-WIRED CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R315. 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 ENCLOSURES. SHOWERHEADS (2.0 GPM) 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 (1.28 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 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 1.2 GPM STAINLESS STEEL, UNDER MOUNT KITCHEN SINK 1.8 GPM UTILITY PLAN LEGEND CONVENIENCE OUTLETS @ 12" ABV. FLOOR & 9" ABV. KITCHEN / BATH COUNTER VENTILATION NOTES FAMILY DWELLING GUIDELINES 1. 2. 3. 4. 5. 6. 7. 8. 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 1. 2. 3. 4. 5.6. 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; 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: 1. 2. 3. 4. 5. 6. 7. 8.9. 10. 11. 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 GARAGE W.P. COVER OF OUTLETS TO COMPLY WITH SECT. 406.8 (B)(1) CEC. ALL RECEPTACLE OUTLETS SHALL BE LABELED TEMPER-RESISTANTBATHROOM RECEPTACLES SHALL BE SERVED BY A DEDICATED 20 AMP CIRCUIT. LIGHTS IN KITCHEN, BEDROOMS, LIVING ROOMS, DINING ROOMS, OFFICES, AND SIMILAR ROOMS SHALL BE CONTROLLED BY DIMMER.LIGHTING CONTROLS NOTES: ELECTRICAL NOTES: 1. 2. 3.4. 5. 6. 7. 8. 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 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 ENGINES INDUCTION LAMPS HIGH EFFICACY LIGHT SOURCES 1. 2. 3. 4. 5.6. 7. 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 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 FLOOR GAS 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)PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION FLOW RATES: SHOWERHEADS- 2.0 GPM, LAVATORY FAUCETS- 1.2 GPM, KITCHEN FAUCETS- 1.8 GPM, WATER CLOSETS-1.28 GPF. 1. 2. 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 HEAT PUMP WATER HEATER DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER UNIT , HEAT PUMP 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 ≥ 110 CFM, BATHROOM ≥ 50 CFM, WITH HUMIDSTAT OR CONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE 150(o)] 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY 101 CFM (UNIT A), 92 CFM (UNIT B AND C), and 104 CFM (UNIT D) INDOOR AIR QUALITY FAN PER ENERGY CALCULATIONS. LOCATION AT 3RD FLOOR CEILING. IAQ FAN SHALL REMAIN OPEN WHILE THE BUILDING IS OCCUPIED 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 @ 180CFM FOR UNIT < 1500SQFT FLOOR AREA& 250 CFM FOR UNIT >1500SQFT FLOOR AREA. (CMC 504.2 & ASHRAE 62.2 TYP.) • • • •• 240 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 WATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADEIT MUST BE UL APPROVED / THIRD PARTY 24 FURNACE SEE 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 1. 2. 3. 4. RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER).RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES.SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS “EV CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE” ELECTRIC VEHICLE (EV) FOR NEW CONSTRUCTION INSTALL A LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT FOR EACH DWELLING UNIT.” QUIET EXHAUST FAN -(50 CFM MIN.)FAN- 15 AIR EXCHANGES PER HOUR AND EXHAUSTING DIRECTLY TO THE OUTSIDE. - BATHROOM EXHAUST FANS MUST BE ENERGY STAR RATED, CONTROLLED BY A HUMIDSTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDSTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN RELATIVE HUMIDITY RANGES OF 50 TO 80% a.HEAT PUMP SPACE HEATER READY: IF A NATURAL GAS OR PROPANE FURNACE IS INSTALLED, I. LNSTALL DEDICATED 240-VOLT, 30-AMP BRANCH CIRCUIT WIRING WITHIN 3 FT FROM THE FURNACE AND ACCESSIBLE TO THE FURNACE WITH NO OBSTRUCTIONS. II. RESERVE SPACE ON THE MAIN ELECTRICAL SERVICE PANEL TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR FUTURE FURNACE INSTALLATION. 12.ELECTRIC READINESS REQUIREMENTS S (CENC SECTION 1 50.0(T)-(V)) FOR NEW CONSTRUCTION TITLE-24 ENERGY REQUIREMENTS: 1. 2. 3. 4. KITCHENS. ALL INSTALLED WATTAGE OF LUMINARIES IN KITCHENS SHALL BE HIGH EFFICACY. LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS, WALK-IN CLOSETS AND UTILITY ROOMS. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR.HABITABLE SPACES. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY A VACANCY/ OCCUPANCY SENSOR OR DIMMER.OUTDOOR LIGHTING. ALL LUMINAIRES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES AND SHALL BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION (WITH OVERRIDE). SEE 150(K)3 FOR REQUIREMENTS. ENERGY STORAGE SYSTEM (ESS) READY THE FOLLOWING TO COMPLY WITH MANDATORY MEASURE FOR ENERGY STORAGE SYSTEM (ESS) READY PER SECTION 150.0(S): 1. 2. 3. A DEDICATED RACEWAY FROM THE MAIN SERVICE TO A PANELBOARD (SUBPANEL) THAT SUPPLIES THE BRANCH CIRCUITS IN SECTION 150.0(S)(2). ALL BRANCH CIRCUITS ARE PERMITTED TO BE SUPPLIED BY THE MAIN SERVICE PANEL PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RACEWAY SHALL BE NOT LESS THAN 1 INCH. THE PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS SUBPANEL) MUST BE LABELED "SUBPANEL SHALL INCLUDE ALL BACKED-UP LOAD CIRCUITS."A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY THE REFRIGERATOR, ONE LIGHTING CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND ATLEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET.THE MINIMUM BUSBAR RATING SHALL NOT BE LESS THAN 225 AMPS. a. b. c. ADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETS. UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING. LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL- MOUNTED DIMMING CONTROLS. c.ELECTRIC CLOTHES DRYER READY: IF A CLOTHES DRYER LOCATION HAS GAS OR PROPANE PLUMBING, I. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE CLOTHES DRYER LOCATION AND ACCESSIBLE LOCATION AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." II. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC CLOTHES DRYER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED "FOR FUTURE 240V USE." ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. b.ELECTRIC COOKTOP READY: IF A GAS OR PROPANE COOKTOP SERVES INDIVIDUAL DWELLING UNITS I A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE COOKTOP AND ACCESSIBLE TO THE COOKTOP WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 50 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." II RESERVE SPACE ON THE MAIN ELECTRICAL SERVICE PANEL TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR FUTURE COOKTOP INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE 240V USE." COMMON WALL NOTES COMMON WALLS DO NOT CONTAIN PLUMBING OR MECHANICAL EQUIPMENT, DUCTS OR VENTS IN THE CAVITY OF THE COMMON WALL. ELECTRICAL INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. PENETRATIONS OF ELECTRICAL OUTLET BOXES SHALL BE IN ACCORDANCE WITH CRC R302.4. 1/4" = 1'-0" BLDG 3&4 1ST FLOOR PLAN 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:33 PM A404 Checker BLDG 3&4 - 1ST FLOORUTILITY PLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM ?BATHRMBATHRMBATHRM BATHRM LIVING KITCHEN TO 3 R D F L R UP TO 1 S T F L R DN 16 16 16 16 DINING TO 3 R D F L R UP TO 1 S T F L R DN CM S CM S CM S CM S TO 3 R D F L R UP TO 1 S T F L R DN CM S CM S CM S CM S CM S CM S CMS CM S CM S 16 16 16 16 16 16 KITCHEN KITCHEN KITCHEN KITCHEN TO 3 R D F L R UPTO 1 S T F L R DN TO 3 R D F L R UP TO 1 S T F L R DN LIVING DINING LIVING DINING LIVING DINING LIVING DINING 9 9 9 9 9 WP G 24 0 V A/G A/G A/G A A A SD A SDSVS S3 SD SD A/G A/G A/G S3 ERR READYSEE ELECTRICAL NOTES#12b A A A A A A To light/switch @1st flr To light/switch @3rd flr G 24 0 V A/G A/G A/G A A A SDA S D A/G A/GA/G ERR READYSEE ELECTRICAL NOTES#12b SD A A A A A To light/switch @1st flr To light/switch @3rd flr S3 S3A S D A A A A A To light/switch @1st flr To light/switch @3rd flr A A/ G A/G A/G A/G A/G A/G ERR READYSEE ELECTRICAL NOTES#12b SD A A A S A S D A A A A A To light/switch @1st flr To light/switch @3rd flr A A/G A/ G A/G A/G A/G S D A A A A SD 1/2 hot under sink SD To light/switch @1st flr To light/switch @3rd flr SSS3D SSDSV WP A A A A SS 1/2 hot under sink G 24 0 V A/ G ERR READYSEE ELECTRICAL NOTES#12b A/G A/G S3D A/GA/G G A A A A A A SD WP SDSVS G S3S3 S3S3 WP SDSVS G WP SDSVS G A/GA/G SS 1/2 hot under sink A/G A/G 1/2 hot under sink SS 1/2 h o t un d e r s i n k SS G 240VA/G A/ G A/GA/G SS A/ G G 24 0 V A/G ERR READYSEE ELECTRICAL NOTES#12b BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN HEATPUMP HEAT PUMP AC: PROVIDE EQUIPMENT PLATFORM FOR AC UNIT 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 HEAT PUMP WATER HEATER SEE 3/AD-6 FOR SPECIFICATIONWH 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 SWITCH 3V 3 WAY VACACNY SENSOR V VACANCY SENSOR D DIMMER SWITCH3D3 WAY DIMMER SWITCH * *OUTLET (MOUNTED 12"- 48" ABOVE F.F.) * LEGEND: A W/ ARC-FAULT CIRCUIT INTERRUPTER W.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) INTERCONNECTED HARD WIRE SMOKE DETECTOR W/ BATTERY BACKUP & LOW BATTERY SIGNAL, BACK-UP SHALL BE INSTALLED PER CRC R314. SD SHALL SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY ARE LOCATED INTERCONNECTED CARBON MONOXIDE HARD-WIRED CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R315. 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 ENCLOSURES. SHOWERHEADS (2.0 GPM) 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 (1.28 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 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 1.2 GPM STAINLESS STEEL, UNDER MOUNT KITCHEN SINK 1.8 GPM UTILITY PLAN LEGEND CONVENIENCE OUTLETS @ 12" ABV. FLOOR & 9" ABV. KITCHEN / BATH COUNTER VENTILATION NOTES FAMILY DWELLING GUIDELINES 1. 2. 3. 4. 5. 6. 7. 8. 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 1. 2. 3. 4. 5.6. B LISTED, AS DEFINED IN SECTION 100.1, FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. AN EXHAUST FAN HOUSING SHALL NOT BE REQUIRED TO BE CERTIFIED AIRTIGHT; ANDBE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH AGASKET OR CAULK; AND FOR LUMINAIRES WITH HARDWIRED BALLASTS OR DRIVERS, ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW THE CEILING WITHOUT REQUIRING THE CUTTING OF HOLES IN THE CEILING; ANDSHALL NOT CONTAIN SCREW BASE SOCKETS; 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: 1. 2. 3. 4. 5. 6. 7.8.9. 10. 11. 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 GARAGE W.P. COVER OF OUTLETS TO COMPLY WITH SECT. 406.8 (B)(1) CEC.ALL RECEPTACLE OUTLETS SHALL BE LABELED TEMPER-RESISTANTBATHROOM RECEPTACLES SHALL BE SERVED BY A DEDICATED 20 AMP CIRCUIT.LIGHTS IN KITCHEN, BEDROOMS, LIVING ROOMS, DINING ROOMS, OFFICES, AND SIMILAR ROOMS SHALL BE CONTROLLED BY DIMMER.LIGHTING CONTROLS NOTES: ELECTRICAL NOTES: 1. 2. 3.4. 5.6. 7. 8. PIN-BASED LINEAR OR COMPACT FLUORESCENT LAMPS WITH ELECTRONIC BALLASTS PULSE-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 JA8LUMINAIRE HOUSINGS RATED BY MANUFACTURER FOR USE W/ ONLY LED LIGHT ENGINES INDUCTION LAMPS HIGH EFFICACY LIGHT SOURCES 1. 2. 3. 4. 5. 6. 7. 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 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)PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION FLOW RATES: SHOWERHEADS- 2.0 GPM, LAVATORY FAUCETS- 1.2 GPM, KITCHEN FAUCETS- 1.8 GPM, WATER CLOSETS-1.28 GPF. 1. 2. 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 HEAT PUMP WATER HEATER DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER UNIT , HEAT PUMP 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 ≥ 110 CFM, BATHROOM ≥ 50 CFM, WITH HUMIDSTAT OR CONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE 150(o)] 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY 101 CFM (UNIT A), 92 CFM (UNIT B AND C), and 104 CFM (UNIT D) INDOOR AIR QUALITY FAN PER ENERGY CALCULATIONS. LOCATION AT 3RD FLOOR CEILING. IAQ FAN SHALL REMAIN OPEN WHILE THE BUILDING IS OCCUPIED 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 @ 180CFM FOR UNIT < 1500SQFT FLOOR AREA& 250 CFM FOR UNIT >1500SQFT FLOOR AREA. (CMC 504.2 & ASHRAE 62.2 TYP.) • • • •• 240 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 ASSISTANTWATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADEIT MUST BE UL APPROVED / THIRD PARTY 24 FURNACE SEE 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 1. 2. 3. 4. RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER). RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES.SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS “EV CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE” ELECTRIC VEHICLE (EV) FOR NEW CONSTRUCTION INSTALL A LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT FOR EACH DWELLING UNIT.” QUIET EXHAUST FAN -(50 CFM MIN.)FAN- 15 AIR EXCHANGES PER HOUR AND EXHAUSTING DIRECTLY TO THE OUTSIDE. - BATHROOM EXHAUST FANS MUST BE ENERGY STAR RATED, CONTROLLED BY A HUMIDSTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDSTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN RELATIVE HUMIDITY RANGES OF 50 TO 80% a.HEAT PUMP SPACE HEATER READY: IF A NATURAL GAS OR PROPANE FURNACE IS INSTALLED, I. LNSTALL DEDICATED 240-VOLT, 30-AMP BRANCH CIRCUIT WIRING WITHIN 3 FT FROM THE FURNACE AND ACCESSIBLE TO THE FURNACE WITH NO OBSTRUCTIONS. II. RESERVE SPACE ON THE MAIN ELECTRICAL SERVICE PANEL TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR FUTURE FURNACE INSTALLATION. 12.ELECTRIC READINESS REQUIREMENTS S (CENC SECTION 1 50.0(T)-(V)) FOR NEW CONSTRUCTION TITLE-24 ENERGY REQUIREMENTS: 1. 2. 3. 4. KITCHENS. ALL INSTALLED WATTAGE OF LUMINARIES IN KITCHENS SHALL BE HIGH EFFICACY. LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS, WALK-IN CLOSETS AND UTILITY ROOMS. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR.HABITABLE SPACES. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY A VACANCY/ OCCUPANCY SENSOR OR DIMMER.OUTDOOR LIGHTING. ALL LUMINAIRES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES AND SHALL BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION (WITH OVERRIDE). SEE 150(K)3 FOR REQUIREMENTS. ENERGY STORAGE SYSTEM (ESS) READY THE FOLLOWING TO COMPLY WITH MANDATORY MEASURE FOR ENERGY STORAGE SYSTEM (ESS) READY PER SECTION 150.0(S): 1. 2. 3. A DEDICATED RACEWAY FROM THE MAIN SERVICE TO A PANELBOARD (SUBPANEL) THAT SUPPLIES THE BRANCH CIRCUITS IN SECTION 150.0(S)(2). ALL BRANCH CIRCUITS ARE PERMITTED TO BE SUPPLIED BY THE MAIN SERVICE PANEL PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RACEWAY SHALL BE NOT LESS THAN 1 INCH. THE PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS SUBPANEL) MUST BE LABELED "SUBPANEL SHALL INCLUDE ALL BACKED-UP LOAD CIRCUITS."A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY THE REFRIGERATOR, ONE LIGHTING CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND ATLEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET.THE MINIMUM BUSBAR RATING SHALL NOT BE LESS THAN 225 AMPS. a.b. c. ADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETS.UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING. LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS. c.ELECTRIC CLOTHES DRYER READY: IF A CLOTHES DRYER LOCATION HAS GAS OR PROPANE PLUMBING, I. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE CLOTHES DRYER LOCATION AND ACCESSIBLE LOCATION AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." II. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC CLOTHES DRYER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED "FOR FUTURE 240V USE." ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. b.ELECTRIC COOKTOP READY: IF A GAS OR PROPANE COOKTOP SERVES INDIVIDUAL DWELLING UNITS I A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE COOKTOP AND ACCESSIBLE TO THE COOKTOP WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 50 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." II RESERVE SPACE ON THE MAIN ELECTRICAL SERVICE PANEL TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR FUTURE COOKTOP INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE 240V USE." COMMON WALL NOTES COMMON WALLS DO NOT CONTAIN PLUMBING OR MECHANICAL EQUIPMENT, DUCTS OR VENTS IN THE CAVITY OF THE COMMON WALL. ELECTRICAL INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. PENETRATIONS OF ELECTRICAL OUTLET BOXES SHALL BE IN ACCORDANCE WITH CRC R302.4. CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:35 PM A405 Checker BLDG 3&4 - 2ND FLOORUTILITY PLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - 1/4" = 1'-0" BLDG -3&4 2ND FLOOR UTILITY PLAN 1 BLDG 1 BLDG 2 BLDG 3 BLDG 4CO L O R A D O B L V D . AL L E Y EAST PROPERTY LINE WEST PROPERTY LINE FR O N T ( N O R T H ) P R O P E R T Y L I N E RE A R ( S O U T H ) P R O P E R T Y L I N E BLDG KEY PLANN BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOMBATHROOM CMS CMS CMS CMS CM S CMS CM S CMS CM S CM S CM S CM S CMS CM S CM S 19 19 5 16 16 16 16 19 19 19 16 16 16 16 16 16 CLOSET CLOSET FCU FCU TO 2 n d F L R DN TO 2 n d F L R DN TO 2 n d F L R DN TO 2 n d F L R DN TO 2 n d F L R DN CLOSET CLOSET CLOSET FCU FCU FCU S3DS WP SV WP SSDSV A A A A SD S3D S 3D SVSDS S 24 0 V G S V A G A A A A A G ERR READYSEE ELECTRICAL NOTES#12a To light/switch @2nd flr S3DS WP SV WP SSDSV A A A A S D S3D S3D S VSDS S 24 0 V G SV A G G A A A A A G ERR READYSEE ELECTRICAL NOTES#12a To light/switch @2nd flr S3DS WP WP SSDSV A A A A SD S3D S 3D SVSDS S 24 0 V G S V A G G A A A A A G ERR READYSEE ELECTRICAL NOTES#12a To light/switch @2nd flr AA AS3DS WP WP SSDSV A A A A S D S3D S3D S VSDS S 24 0 V G A G G A A A A A ERR READYSEE ELECTRICAL NOTES#12a To light/switch @2nd flr A SV G SV A A A G WP A A A SVSDS SD A S D A S3 To light/switch @2nd flr S V S V S DS G G SD G SV A G G GGG 23 2323 23 23 HEATPUMP HEAT PUMP AC: PROVIDE EQUIPMENT PLATFORM FOR AC UNIT 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 HEAT PUMP WATER HEATER SEE 3/AD-6 FOR SPECIFICATIONWH 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 SWITCH 3V 3 WAY VACACNY SENSOR V VACANCY SENSOR D DIMMER SWITCH3D3 WAY DIMMER SWITCH * *OUTLET (MOUNTED 12"- 48" ABOVE F.F.) * LEGEND: A 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) INTERCONNECTED HARD WIRE SMOKE DETECTOR W/ BATTERY BACKUP & LOW BATTERY SIGNAL, BACK-UP SHALL BE INSTALLED PER CRC R314. SD SHALL SOUND AN ALARM IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY ARE LOCATED INTERCONNECTED CARBON MONOXIDE HARD-WIRED CARBON MONOXIDE ALARMS WITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R315. 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 ENCLOSURES. SHOWERHEADS (2.0 GPM) 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 (1.28 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 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 1.2 GPM STAINLESS STEEL, UNDER MOUNT KITCHEN SINK 1.8 GPM UTILITY PLAN LEGEND CONVENIENCE OUTLETS @ 12" ABV. FLOOR & 9" ABV. KITCHEN / BATH COUNTER VENTILATION NOTES FAMILY DWELLING GUIDELINES 1. 2. 3. 4. 5. 6. 7. 8. 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 1. 2. 3. 4. 5. 6. B LISTED, AS DEFINED IN SECTION 100.1, FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. AN EXHAUST FAN HOUSING SHALL NOT BE REQUIRED TO BE CERTIFIED AIRTIGHT; ANDBE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH AGASKET OR CAULK; AND FOR LUMINAIRES WITH HARDWIRED BALLASTS OR DRIVERS, ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW THE CEILING WITHOUT REQUIRING THE CUTTING OF HOLES IN THE CEILING; ANDSHALL NOT CONTAIN SCREW BASE SOCKETS; AND SHALL CONTAIN LIGHT SOURCES THAT COMPLY WITH REFERENCES JOINT APPENDIX JA8, INCLUDING THE ELEVATED TEMPERATURE REQUIREMENTS, AND THAT ARE MARKED “JA8-2016-E” AS SPECIFIED IN REFERENCE JOINT APPENDIX JA8. PLUMBING NOTES: 1. 2. 3. 4. 5. 6. 7.8. 9. 10. 11. 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 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 GARAGE W.P. COVER OF OUTLETS TO COMPLY WITH SECT. 406.8 (B)(1) CEC.ALL RECEPTACLE OUTLETS SHALL BE LABELED TEMPER-RESISTANT BATHROOM RECEPTACLES SHALL BE SERVED BY A DEDICATED 20 AMP CIRCUIT.LIGHTS IN KITCHEN, BEDROOMS, LIVING ROOMS, DINING ROOMS, OFFICES, AND SIMILAR ROOMS SHALL BE CONTROLLED BY DIMMER.LIGHTING CONTROLS NOTES: ELECTRICAL NOTES: 1. 2.3. 4. 5.6. 7. 8. PIN-BASED LINEAR OR COMPACT FLUORESCENT LAMPS WITH ELECTRONIC BALLASTS PULSE-START METAL HALIDE LAMPSHIGH PRESSURE SODIUM LAMPS GU-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 JA8LUMINAIRE HOUSINGS RATED BY MANUFACTURER FOR USE W/ ONLY LED LIGHT ENGINES INDUCTION LAMPS HIGH EFFICACY LIGHT SOURCES 1. 2. 3. 4. 5. 6. 7. MAXIMUM WATER VELOCITY IN PIPES SHALL BE 8 FPS FOR COLD WATER AND 5 FPS FOR HOT WATER AS PIPE SIZING CRITERIA UPPER TERMINAL CLEANOUTS ARE REQUIRED FOR ALL HORIZONTAL DRAINAGE PIPING SERVICING SINKS AND URINALS STAND PIPE RECEPTOR FOR CLOTHES WASHER SHALL NOT EXTEND MORE THAN 30" OR LESS THAN 18" ABOVE ITS TRAPTRAP FOR CLOTHES WASHER STANDPIPE RECEPTOR SHALL BE INSTALLED BELOW THE FLOOR, BUT SHALL BE ROUGHED IN NOT LESS THAN 6" AND NO MORE THAN 18" ABOVE THE FLOORGAS PIPING SHALL BE KEPT A MIN 6" ABOVE GRADE OR STRUCTURE STAND PIPE REEPTOR FOR CLOTHES WASHER SHALL NOT EXTEND MORE THAN 30" OR LESS THAN 18" ABOVE ITS TRAP (2016 CPC SECTION 804.1)PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION FLOW RATES: SHOWERHEADS- 2.0 GPM, LAVATORY FAUCETS- 1.2 GPM, KITCHEN FAUCETS- 1.8 GPM, WATER CLOSETS-1.28 GPF. 1. 2. 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 HEAT PUMP WATER HEATER DROPPED CEILING 4 HIGH CEILING, DIAG0NAL HATCHED AREA (OPEN TO BELOW AREA) 9 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE FINISH FLOOR PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER UNIT , HEAT PUMP 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 ≥ 110 CFM, BATHROOM ≥ 50 CFM, WITH HUMIDSTAT OR CONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE 150(o)] 19 PROVIDE EXHAUST FAN CONTROL FOR INDOOR AIR QUALITY 101 CFM (UNIT A), 92 CFM (UNIT B AND C), and 104 CFM (UNIT D) INDOOR AIR QUALITY FAN PER ENERGY CALCULATIONS. LOCATION AT 3RD FLOOR CEILING. IAQ FAN SHALL REMAIN OPEN WHILE THE BUILDING IS OCCUPIED 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 @ 180CFM FOR UNIT < 1500SQFT FLOOR AREA& 250 CFM FOR UNIT >1500SQFT FLOOR AREA. (CMC 504.2 & ASHRAE 62.2 TYP.) • • • •• 240 V ELECTRICAL RECEPTACLE THAT IS WITHIN 3FT OF WATER HEATER AND ACCESSIBLE TO WATER HEATER WITH NO OBSTRUCTIONCATEGORY III OR IV VENT, OR A TYPE B VENT W/ STRAIGHT PIPE BETW. THEOUTSIDE TERMINATION AND SPACE WHERE WATER HEATER IS INSTALLED CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN BASE OF INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP ASSISTANTWATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADEIT MUST BE UL APPROVED / THIRD PARTY 24 FURNACE SEE 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 1. 2. 3. 4. RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER). RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES. SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS “EV CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE” ELECTRIC VEHICLE (EV) FOR NEW CONSTRUCTION INSTALL A LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT FOR EACH DWELLING UNIT.” QUIET EXHAUST FAN -(50 CFM MIN.)FAN- 15 AIR EXCHANGES PER HOUR AND EXHAUSTING DIRECTLY TO THE OUTSIDE. - BATHROOM EXHAUST FANS MUST BE ENERGY STAR RATED, CONTROLLED BY A HUMIDSTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDSTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN RELATIVE HUMIDITY RANGES OF 50 TO 80% a.HEAT PUMP SPACE HEATER READY: IF A NATURAL GAS OR PROPANE FURNACE IS INSTALLED, I. LNSTALL DEDICATED 240-VOLT, 30-AMP BRANCH CIRCUIT WIRING WITHIN 3 FT FROM THE FURNACE AND ACCESSIBLE TO THE FURNACE WITH NO OBSTRUCTIONS. II. RESERVE SPACE ON THE MAIN ELECTRICAL SERVICE PANEL TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR FUTURE FURNACE INSTALLATION. 12.ELECTRIC READINESS REQUIREMENTS S (CENC SECTION 1 50.0(T)-(V)) FOR NEW CONSTRUCTION TITLE-24 ENERGY REQUIREMENTS: 1. 2. 3. 4. KITCHENS. ALL INSTALLED WATTAGE OF LUMINARIES IN KITCHENS SHALL BE HIGH EFFICACY. LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS, WALK-IN CLOSETS AND UTILITY ROOMS. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR.HABITABLE SPACES. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY A VACANCY/ OCCUPANCY SENSOR OR DIMMER. OUTDOOR LIGHTING. ALL LUMINAIRES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES AND SHALL BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION (WITH OVERRIDE). SEE 150(K)3 FOR REQUIREMENTS. ENERGY STORAGE SYSTEM (ESS) READY THE FOLLOWING TO COMPLY WITH MANDATORY MEASURE FOR ENERGY STORAGE SYSTEM (ESS) READY PER SECTION 150.0(S): 1. 2. 3. A DEDICATED RACEWAY FROM THE MAIN SERVICE TO A PANELBOARD (SUBPANEL) THAT SUPPLIES THE BRANCH CIRCUITS IN SECTION 150.0(S)(2). ALL BRANCH CIRCUITS ARE PERMITTED TO BE SUPPLIED BY THE MAIN SERVICE PANEL PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RACEWAY SHALL BE NOT LESS THAN 1 INCH. THE PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS SUBPANEL) MUST BE LABELED "SUBPANEL SHALL INCLUDE ALL BACKED-UP LOAD CIRCUITS."A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY THE REFRIGERATOR, ONE LIGHTING CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND ATLEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET. THE MINIMUM BUSBAR RATING SHALL NOT BE LESS THAN 225 AMPS. a.b. c. ADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETS.UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING. LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS. c.ELECTRIC CLOTHES DRYER READY: IF A CLOTHES DRYER LOCATION HAS GAS OR PROPANE PLUMBING, I. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE CLOTHES DRYER LOCATION AND ACCESSIBLE LOCATION AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." II. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC CLOTHES DRYER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED "FOR FUTURE 240V USE." ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. b.ELECTRIC COOKTOP READY: IF A GAS OR PROPANE COOKTOP SERVES INDIVIDUAL DWELLING UNITS I A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE COOKTOP AND ACCESSIBLE TO THE COOKTOP WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 50 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." II RESERVE SPACE ON THE MAIN ELECTRICAL SERVICE PANEL TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR FUTURE COOKTOP INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE 240V USE." COMMON WALL NOTES COMMON WALLS DO NOT CONTAIN PLUMBING OR MECHANICAL EQUIPMENT, DUCTS OR VENTS IN THE CAVITY OF THE COMMON WALL. ELECTRICAL INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. PENETRATIONS OF ELECTRICAL OUTLET BOXES SHALL BE IN ACCORDANCE WITH CRC R302.4. 1/4" = 1'-0" BLDG 3&4 - 3RD FLOOR UTILITY PLAN 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:38 PM A406 Checker BLDG 3&4 - 3RD FLOORUTILITY PLAN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 10/23/2025 3:00:38 PM A601 Checker WINDOWS & DOORSSCHEDULE/DETAIL NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - Type Mark Count ABBR.DOOR TYPE WIDTH HEIGHT U VALUE SHGC Comments 101 10 GARAGE DR GARAGE DOOR 16' - 0"7' - 6" 102 10 ENTRY ENTRY DOOR 3' - 0"7' - 0" 103 2 ENTRY ENTRY DOOR WITH LITE 3' - 0"7' - 0" 104 8 S.LITE SIDELITE 1' - 2"7' - 0"0.3 TG 105 2 S.LITE SIDELITE FULL GLASS 1' - 2"7' - 0"0.3 TG 106 20 SC SINGLE FLUSH 2' - 6"7' - 0" 107 20 SC SINGLE FLUSH 2' - 8"7' - 0" 108 30 SC SINGLE FLUSH 3' - 0"7' - 0" 109 17 SC SINGLE PANEL DOOR 2' - 0"5' - 0" 110 10 DBL SC DOUBLE FLUSH 3' - 0"7' - 0" 111 12 SL SLIDING DOOR 5' - 0"7' - 0" DOOR SCHEDULE Type Mark Count Type Description Width Height Sill Height Head Height SHGC UFACTOR Comments 01 12 AWNING.AW 2' - 0"2' - 0"5' - 0"7' - 0"0.23 0.3 02 2 AWNING.AW 2' - 0"2' - 0"5' - 0"7' - 0"0.23 0.3 TG 02 2 AWNING.AW 2' - 0"2' - 0"6' - 0"8' - 0"0.23 0.3 TG 03 8 AWNING.AW 3' - 0"3' - 0"4' - 0"7' - 0"0.23 0.3 04 2 CASEMENT CS 3' - 0"4' - 0"3' - 0"7' - 0"0.23 0.3 E 05 2 CASEMENT CS 3' - 0"4' - 0"3' - 0"7' - 0"0.23 0.3 05 8 CASEMENT CS 3' - 0"4' - 6"3' - 6"8' - 0"0.23 0.3 06 2 CASEMENT CS 3' - 0"4' - 6"3' - 6"8' - 0"0.23 0.3 E 07 2 CASEMENT CS 3' - 0"5' - 0"3' - 0"8' - 0"0.23 0.3 09 6 FIXED FX 2' - 6"6' - 0"1' - 0"7' - 0"0.23 0.3 TG 10 4 FIXED FX 2' - 6"6' - 0"2' - 0"8' - 0"0.23 0.3 11 2 FIXED FX 2' - 0"4' - 6"2' - 6"7' - 0"0.23 0.3 12 2 FIXED FX 2' - 6"5' - 0"3' - 0"8' - 0"0.23 0.3 13 2 FIXED FX 2' - 6"6' - 0"2' - 0"8' - 0"0.23 0.3 TG 14 6 FIXED FX 2' - 0"5' - 6"8' - 6"14' - 0"0.23 0.3 15 6 MULLED 3XCS (M)3XCS 7' - 6"6' - 0"2' - 0"8' - 0"0.23 0.3 16 2 MULLED 3XCS (M)3XCS 7' - 6"6' - 0"3' - 0"9' - 0"0.23 0.3 17 2 SINGLE HUNG SH 3' - 0"5' - 0"3' - 0"8' - 0"0.23 0.3 18 2 SINGLE HUNG SH 3' - 0"5' - 0"3' - 0"8' - 0"0.23 0.3 E 19 2 SLIDING.SL 5' - 0"5' - 0"2' - 0"7' - 0"0.23 0.3 21 2 SLIDING.SL 4' - 0"2' - 0"5' - 0"7' - 0"0.23 0.3 TG 22 4 SLIDING.SL 6' - 0"5' - 0"3' - 0"8' - 0"0.23 0.3 23 4 SLIDING.SL 4' - 0"4' - 6"3' - 6"8' - 0"0.23 0.3 E 25 18 SLIDING.SL 5' - 0"4' - 0"3' - 0"7' - 0"0.23 0.3 <varies> 25 2 SLIDING.SL 4' - 0"4' - 6"3' - 6"8' - 0"0.23 0.3 26 2 SLIDING.SL 6' - 0"5' - 0"3' - 0"8' - 0"0.23 0.3 E (M)MULLED AW AWNING CLST CLOSET CS CASEMENT DBL DBL E EGRESS FX FIXED OBSC OBSCURED SC SOLID CORE SGL SINGLE SH SINGLE HUNG SL SLIDING TG TEMPERED GLASS WINDOW ABBREVIATION WNDOW NOTES “The NFRC temporary label displayed on windows must remain on the unit until final inspection has been completed ”. WINDOW SCHEDULE 1 2" ⌀ STD. GALV. PIPE POST FOR CONT. 2 SEALANT ALL AROUND 3 12" ⌀ CONCRETE FOOTING 1 3 3" 2'- 6 " 4 CONC. WALKWAY, INSOLATE FROM PIPE AND FOOTING 2 4 1" 6" 3'- 6 " 4'- 0 " 6" EQ EQ 18" ⌀ 4" 1 CONCRETE CROWN 2 4" REFLECTOR TAPE - SILVER 3 4" DIAMETER EXTRA STRONG GI PIPE FILL WITH CONCRETE PAINT - COLOR AS SELECTED 4 CEMENT WASH AT AC PAVING 5 AC PAVING WHERE OCCURS -SEE SITE PLAN 6 18" DIAMETER CONCRETE FOOTING 7 #4x12" CROSS REBAR THROUGH PIPE 1 2 3 4 5 6 7 1 MASTIC FILL 2 PRECAST CONC. BUMPER 48" LG. 3 EXPANSION ANCHOR 2 PER BUMER, LOCATED AT 12" FROM EA. END 3" MIN. EMBEDMENT 4 TYP. AC PAVING 1 6" 2"2"2" 3" 3" 6" 2 3 4 6" V.I . F . 6" TRASH 1 1/2" CHAMFER CUT AT EDGE OF CONC. CURB 2 FINISH GRADE OF CONC., SEE STRUCT. 3 CMU WALL W/ REINF. BARS T&B, SEE STRUCT. FOR DETAILS. APPLY 7/8" THK. EXTERIOR PLASTER AT EXTERIOR FACE 4 STRUCT. CONC. SLAB, SEE STRUCT. FOR THK. 1 2 3 4 10 " CL GATE ELEVATION CL FENCE GATE 1 12 GA FULL STEEL PLATE EASEEDGES, NO SHARP CORNERS OR BURRS, OR WELD IN MANUFACTURED BOX 2 PANIC BAR HARDWARE - SEE PROJECT MANUAL 3 16GA BENT PLATE TO RECEIVE STRIKE PLATE, WELD TO POST CAP TOP/BOTTOM 4 2"(MATCH GATE FRAME)X3/4" x.083" FRAME TO RECEIVE STEEL PLATES/PANIC HARDWARE 5 12 GA FULL STEEL PLATE EASE EDGES, NO SHARP CORNERS OR BURRS (WELD IN MANUFACTURED BOX) 1 2 3 2 45 SEE PLAN VARIES 3' - 0" MIN. 6'- 0 " 10 " 1 2"x2"x0.188" THK. TS GATE FRAME 2 2"x2"x0.188" STL. TUBE GATE POST WHERE NO FENCE OCCUR 3 4 BARREL HINGES HEAVY DUTY SELF-CLOSING 5 PANIC HARDWAREWHERE OCCURS 6 LEVER HANDLE & MORTISE LOCK ON PUSH SIDE OF GATE 7 GATE SIGN 8 1" SQ.x.125" TS VERT. RAILS @ 4" O.C. 12" GA. PL 1 2 3 4 5 6 7 8 2'-6" 6" 3' - 0 " 1 1 1/2" TUBING PER MFR. 2 CONC. TOPPING SLAB 1 2 12 " M I N . 1'- 0 " 2'-0" MIN. MIN . 3" C L R . 6' - 0 " M A X . 20 " L A P 1 PROPERTY LINE 2 (2) #4 CONT. 3 #4 VERT. 32" O.C. IN SOLID GROUTED CELL WALL 4 #4 HORIZ. 32" O.C. O/ FULL HEIGHT OF WALL 5 #4 DOWEL @ 32" O.C. 6 (2) #4 HORIZ. AT CONC. FTG. 1 2 3 4 6 5 PJ - POUR JOINT3/4" 1 1 / 4 " M I N . 1 1 / 2 " 6" 1/2" MAX.1/8 " 3/8 " EQ EQ DETAIL A: DTJ - CONTROL JOINT (DEEP TOOL JOINT) DETAIL B: EJ - EXPANSION JOINT 1 3/16" TOOL EDGE 2 #4X12" REBAR CENTER ON JOINT @ 18" O.C. MAX. ALIGN WITH REBAR IN CONC. 3 WOOD FORM/OIL PRIOR TO CASTING OR BURKE KEYED KOLD JOINT OR APPROVED EQUAL 4 3/16"R ±1/8" BLADE DEEP TOOL JOINT WITH TOOL EDGES 5 CONC. 6 ES1 7 TOOLED EDGES 1/4" 8 4#x12" LONG GREASED SMOOTH DOWELS AT 18" O.C. BEND TO MATCH RAMP ANGLE WHERE OCCURS 9 1/2" POLYETHYLENE TAPE BOND BREAKER OVER PRE-FORMED EXPANSION JOINT FILLER-USE NON SAG SEALANT AT VERTICAL AND SLOPED AREAS WHERE POURABLE WILL NOT HOLD, SEE SPECS 1 2 3 4 5 6 7 8 9 24" MIN. 2" MA X . 4"2" 6" A T 6 " T H K . C O N C . 4" A T 4 " T H K . C O N C . 6" SEE PLAN 4 5 . 0 0 ° 4"4" 6" 1 #4 REBAR AT 24" O.C. EACH WAY 2 HEAVY BROOM FINISH, DUST/FLOAT IN NON-SLIP ADDITIVE. 2% CROSS SLOPE MAX., SEE SPECS 3 MAX. SLOPE OF 8.3% AT 24" ADJ. TO WALK 4 PLANTING AREA, WHERE OCCURS 5 2" SAND BED OVER 10 MIL PVC VAPOR BARRIER 6 TOOL EDGE, TYP. 9 MIN. 12" RECOMPACTED/ COMPACTED SUB-BASE, MIN. 90% RELATIVE DENSITY 1.NOTE:PROVIDE DEEP TOOL JOINTS (DTJ) AT 5'-0" O.C. MAX. & EXPANSION JOINTS (EJ) AT 20'-0" O.C. MAX. (U.N.O.) & AT START/FINISH OF ALL RADIUS AND DIRECTION CHANGES. SEE PLANS FOR ADDITIONAL JOINTS. #4x12" DOWELS AT 24" O.C. AT CONC. PAVING/SLAB/FOUNDATIONS & ATTACHMENT TO OTHER WALLS & RELATED ITEMS. 8 4" U.N.O. 6" AT HD WALKS 8 9 12 SLOPE 3 4 5 6 7 DTJ CONC. WALKS AT ±5'-0" O.C. U.N.O. (SEE PLANS FOR TOOL LINES) COORDINATE WITH EJ/DTJ 7 1'- 0 " MIN . 12 " CO V E R 3" VARIES TOP OF WALL +6' - 0" MAX. 2'-0" 3'- 0 " 1 STL. FENCE - EMBED 3' AT BOT. INTO CMU 2 PERMAVOID WHERE OCCURS - SEE CIVIL 3 4x8x16 CMU CAP -CUT JOINT AT STL. POST 4 8"x8"x16" CONC. BLOCK SOLID GROUT / RUNNING BOND 5 #4'S VERT. & HORIZ. AT 24" O.C. - LAP MIN. 24" 1 2 3 4 5 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:40 PM A700 Checker SITE DETAIL NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - A700 1" = 1'-0" 9SIGN POST FOOTING A700 1/2" = 1'-0" 10PIPE BUMBER POST A700 3" = 1'-0" 11CONCRETE WHEEL STOP A700 1" = 1'-0" 13TRASH ENCLOSURE WALL A700 1" = 1'-0" 5SITE GATE - PANIC HARDWARE A700 1/2" = 1'-0" 6SITE GATE - PEDESTRIAN GATE A700 1 1/2" = 1'-0" 12SHORT TERM BIKE STALL A700 1" = 1'-0" 3SITE PERIMETER WALL A700 3" = 1'-0" 2TYP. JOINTS AT CONCRETE A700 1" = 1'-0" 1CONCRETE PAVING NOT USED NOT USED NOT USED A700 1/2" = 1'-0" 7SITE RETAINING WALL NOT USED NOT USED 1 6 1 ONE LAYER OF 5/8" SHEETROCK GYP BD. 2 BATT INSULATION FIRESTOP AT 10 FT MAX. VERT. & HORIZ. FIRE RATING: 1-HR , UL DESIGN U305, 3 4 2X4 STUDS @ 16" O.C. MAX. 42 BATT INSULATION 5 SHTG. WHERE OCCURS, SEE STRUCT. 6 AIRSPACE 3 PE R P L A N AIR S P A C E 5 SOUND TEST: USG - 17017, STC: 60 NOTE: PROVIDE FIRE BLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, VERTICALLY AT THE CEILING AND FLOOR LEVELS, AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET, PER SEC. R302.11 OF THE CALIFORNIA RESIDENTIAL CODE. 2X NOMINAL LUMBER AND CAULKING FIREBLOCKING MATERIAL SHALL BE AS APPROVED PER SEC. R302.11 OF THE CALIFORNIA RESIDENTIAL CODE. APPLY STRUCTURAL PANEL PER STRUCT. DWG. TO STUDS PRIOR TO APPLICATION OF FINISH. INCREASE LENGTH OF FASTENER BY AN AMOUNT AT LEAST EQUAL TO THIK. OF STRUCTURAL PANEL. W-CW-1-08 7 TWO LAYERS OF 5/8" SHEETROCK GYP BD. 7 AT CEILING OF GARAGE AND ENCLOSED ACCESSIBLE SPACE UNDER STAIRS AT INTERIOR WALL IN T E R I O R IN T E R I O R FLOOR FINISH OVER 3/4" GYPCRETE WHERE OCCURS INSULATION WHERE OCCURS 2X STUD WALL PER STUD WALL MIN 5/8" THK GYP BD. TYPE 'X' 2X FLOOR JOIST/ CEILING JOIST 1 2 3 4 5 1 3 5 6 PLYWOOD SUBFLOOR 6 7/8" STUCCO FOR 1-HOUR FIRE RATED OR FINISH PER ELEVATION O/ 2 LAYERS OF GRADE 'D' PAPER 7 PLYWOOD SHEATHING WHERE OCCURS 8 STAIR/GARAGE SIDE 4 21 2 AT EXTERIOR WALL EX T E R I O R 3 2 8 7 IN T E R I O R 1 WP 3510GA FILE NO. FC 5420 U348 1 2X FIRE BLOCKING 2 FRAMING PER STRUCT. 3 DOUBLE PLATE 4 2 x STUDS 1 2 3 2 1 4 a. b. c. d. e. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH CBC SECTION 718 AT THE FOLLOWING LOCATIONS:IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. (718.2.2)IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. (718.2.2)AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. (718.2.3) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. (718.2.4)IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. (718.2.5) 1 2 3 BATT. INSULATION PER T-24 REPORT4 2X FRAMING, VERIFY W/ STRUCT. 5 PLYWOOD SHEAR PANEL WHERE OCCURS, SEE STRUCT. MIN. 5/8" TYPE 'X' GYP. BD. / INTERIOR FINISH PER SCHEDULE 6 3" DIA. MAX TOP & BOTT. PLATE PENETRATION IN ALL BEARING WALLS, VERIFY W/ STRUCT. 1 2 3 4 6 5 EXTERIOR INTERIOR DETAIL A: 2X STUD WALL 1 2 3 4 6 5 EXTERIOR INTERIOR DETAIL B: DOUBLE 2X STUD WALL MIN. 7/8" STEEL TROWEL STUCCO W/ CRACK REDUCTION SYSTEM O/ 2 LAYERS GRADE 'D' 1-HR PAPER O/ 2X FRAMING NOTE:PROVIDE FIRE BLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, VERTICALLY AT THE CEILING AND FLOOR LEVELS, AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET, PER SEC. R302.11 OF THE CALIFORNIA RESIDENTIAL CODE. 2X NOMINAL LUMBER AND CAULKING FIREBLOCKING MATERIAL SHALL BE AS APPROVED PER SEC. R302.11 OF THE CALIFORNIA RESIDENTIAL CODE. APPLY STRUCTURAL PANEL PER STRUCT. DWG. TO STUDS PRIOR TO APPLICATION OF FINISH. INCREASE LENGTH OF FASTENER BY AN AMOUNT AT LEAST EQUAL TO THIK. OF STRUCTURAL PANEL. 3 9 3 1 3 CONTINOUS BEADS ACOUSTICAL CAULKING UNDERNEATH SOLE PLATE 2 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 RESILIENT CHANNEL 5/8" SHEETROCK GYPSUM BOARD9 10 DOUBLE ROW OF 2x STUD WALL W/ INSULATION 11 1 LAYER OF 5/8" SHEETROCK GYPSUM BOARD AT CEILING 8 1" AIR GAP (UNLESS OTHERWISE NOTED) FIBERGLASS BATT FIRESTOP @ 10'-0" MAX HORIZONTAL & VERTICAL 4 6 A711 PER PLAN 8 UNIT UNIT UNIT (OTHER) UNIT (OTHER) 7 6 5 10 9 8 7 1 2 12 11 MIN 5/8" TYPE 'X' GYP BD12 11 5 7 2 3 4 5 7 1 5/8" SHEETROCK GYPSUM BOARD 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. CONTIONOUS SOLD FRAMING OR SOLID BLOCKING 7 JOIST PER STRUCTURAL W/ FIBERGLASS BATT SOUND INSULATION 9 DOUBLE ROW OF 2x STUD WALLWITH INSULATION 1 9 1" AIR GAP (UNLESS OTHERWISE NOTED)6 FIBERGLASS BATT FIRESTOP @ 10'-0" MAX HORIZONTAL & VERYICAL8 8 6 1 9 6 A711 6A711 5 7 9 9 10 321 1 CONCRETE ROOF TILE 2 ROOF SHEATHING3 4 5 2X RAFTER CONTINUOUS SOLID FRAMING OR SOLID BLOCKING 7 JOIST PER STRUCTURAL W/ FIBERGLASS BATT SOUND INSULATION 10 DOUBLE ROW OF 2X STUD WALL WITH INSULATION UNDERLAYMENT (30 lb. A.S.T.M. FELT MIN.) 6 5/8" SHEETROCK GYPSUM BOARD9 1" AIR GAP (UNLESS OTHERWISE NOTED)6 FIBERGLASS BATT FIRESTOP @ 10'-0" MAX HORIZONTAL & VERYICAL8 8 6 4 DRAFTSTOP MATERIAL MUST BE MIN. 1/2" GYP BD, 3/8" WD. STRUCTURAL PANEL OR EQ. APPROVED MATERIAL 5/8" TYPE 'X' GYP BD. SUPPORTED ON 2X LEDGER ATTACHED TO SIDE OF ROOF FRAMING, MIN 4' ON BOTH SIDE OF COMMON WALL 11 11 NO WALLS, OPENING OR PENATRATION ON ROOF 4'-0"MIN EACH SIDE FROM EDGE OF DWELLING SEPARATION WALL 4'-0"MIN GYP BOARD 4'-0"MIN GYP BOARD 6 A711 REFER TO STRUCT. DWGS. FOR SHEAR REQUIREMENTS. 5 7 3 2 1 4 8 1 CONCRETE ROOF TILE (CLASS A) 2 ROOF SHEATHING3 4 5 2X RAFTER CONTINUOUS SOLID FRAMING OR SOLID BLOCKING 7 ROOF FRAMING PER STRUCTURAL W/ FIBERGLASS BATT SOUND INSULATION 10 DOUBLE ROW OF 2X STUD WALL WITH INSULATION UNDERLAYMENT (30 lb. A.S.T.M. FELT MIN.) 5/8" SHEETROCK GYPSUM BOARD9 1" AIR GAP (UNLESS OTHERWISE NOTED)6 FIBERGLASS BATT FIRESTOP @ 10'-0" MAX HORIZONTAL & VERYICAL8 9 9 106 5/8" TYPE 'X' GYP BD. SUPPORTED ON 2X LEDGER ATTACHED TO SIDE OF ROOF FRAMING, MIN 4' ON BOTH SIDE OF COMMON WALL 11 11 11 NO WA L L S , O P E N I N G O R P E N A T R A T I O N O N R O O F 4'-0"MI N E A C H S I D E F R O M E D G E O F D W E L L I N G S E P A R A T I O N W A L L 6A711 INTERIOR FINISH PER PLAN1 2 3 BATT. INSULATION PER T-24 REPORT4 2X FRAMING, VERIFY W/ STRUCT. 5 PLYWOOD SHEAR PANEL WHERE OCCURS, SEE STRUCT. 5/8" TYPE 'X' GYP. BD. EA. SIDE APPLIED VERT. OR HORIZ. AND NAILED W/ COOLER NAIL AT 7" O.C. W/ END JOINTS ON NAILING MEMBERS. STAGGER JOINTS EA. SIDE. 6 3" DIA. MAX TOP & BOTT. PLATE PENETRATION IN ALL BEARING WALLS, VERIFY W/ STRUCT. 1 2 3 4 6 5 INTERIOR INTERIOR 2X STUD WALL NOTE:PROVIDE FIRE BLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, VERTICALLY AT THE CEILING AND FLOOR LEVELS, AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET, PER SEC. R302.11 OF THE CALIFORNIA RESIDENTIAL CODE. 2X NOMINAL LUMBER AND CAULKING FIREBLOCKING MATERIAL SHALL BE AS APPROVED PER SEC. R302.11 OF THE CALIFORNIA RESIDENTIAL CODE. APPLY STRUCTURAL PANEL PER STRUCT. DWG. TO STUDS PRIOR TO APPLICATION OF FINISH. INCREASE LENGTH OF FASTENER BY AN AMOUNT AT LEAST EQUAL TO THIK. OF STRUCTURAL PANEL. 1 MIN. 7/8" STEEL TROWEL STUCCO W/ CRACK REDUCTION SYSTEM O/ 2 LAYERS GRADE 'D' 1- HR PAPER O/ 1 LAYER OF GRACE, PERM-A-BARRIER (OR EQ.) O/ 2X FRAMING 2 3 BATT. INSULATION PER T-24 REPORT4 2X FRAMING, VERIFY W/ STRUCT. 5 PLYWOOD SHEAR, PANEL WHERE OCCURS, SEE STRUCT. MIN. 5/8" TYPE 'X' GYP. BD. / INTERIOR FINISH PER SCHEDULE 6 3" DIA. MAX TOP & BOTT. PLATE PENETRATION IN ALL BEARING WALLS, VERIFY W/ STRUCT. 1 2 3 4 5 6 7 7 FINISH FLOOR ASSEMBLYSEE FLOOR TYPE DETAIL 6 5 EX T E R I O R IN T E R I O R FLOOR SHEATHING PER STRUCT. DWG. FLOOR FINISH O/ 3/4" THICK GYPCRETE, ICC ESR-2540. FLOOR JOISTS SEE STRUCTURAL DRAWINGS. 1 2 3 4 ONE LAYER 5/8" TYPE 'X' GYP BD.5 1 2 3 4 NOTE: PROPVIDE FIRESTOPS AND DRAFTSTOPS PER U.B.C. SECT. 708, SEAL ALL PENETRATIONS PER UBC SECT. 710 INSULATION PER T24 WHERE OCCURS 5 PLYWOOD SHEATHING WHERE OCCURS FLOOR FINISH CONT. 2X FIRE BLKG. OR SOLID JOIST WHERE OCCURS, SEE STRUCT. 3/4" THICK GYPCRETE, ICC ESR-2540. 1 2 3 4 MTL. CORNER BEAD6 1 2 3 4 6 NOTE: PROVIDE FIRESTOPS AND DRAFTSTOPS PER U.B.C. SECT. 708, SEAL ALL PENETRATIONS PER UBC SECT. 710 5 7/8" 3-COAT EXTERIOR PLASTER O/ PAPER BACKED GALV. MTL. LATH O/ WEATHER RESISTIVE BARRIER 5 LAP W.P. PAPER O/ REVEAL JOINT7 2 1/2" 5 4 1 INSULATION PER T24 (FILLED WITH QUALITY INSULATION)8 8 GA FILE NO. FC5510 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 15 MIL STEGO WRAP OR EQ., VAPOR BARRIER SHALL MEET ASTM 1745 1 2 3 4 5 6 FLOOR FINISH PER FINISH SCHEDULE 6 1 6 1 ONE LAYER OF 5/8" QUITEROCK ES 2 BATT INSULATION FIRESTOP AT 10" MAX. VERT. & HORIZ.3 4 2X4 STUDS @ 16" O.C. MAX. 42 BATT INSULATION 5 SHTG. WHERE OCCURS, SEE STRUCT. 6 AIRSPACE 3 PE R P L A N AIR S P A C E 5 2x NON- STRUCTURAL CHASE STUD WALL 7 7 2X FRAMING WHERE OCCURS 8 FINISH 9 5 1/2" Ø BORED HOLE FOR 4" C.I. PIPE (4.5" O.D.) 2 8 2 9 2x WALL PARTITION WITH NON-STRUCTURAL CHASEPORTION OF WALL NON-STRUCTURAL 8 2x STUD WALL 9 2 5 DOUBLE STUD 2 HR. PARTY WALL / AREA SEPARATION WALLADJACENT TO PLUMBING CHASE WALL 2 3 4 5 7 1 ONE LAYER OF 5/8" SHEETROCK GYP BD. 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. CONTIONOUS SOLID FRAMING OR SOLID BLOCKING 7 JOIST PER STRUCTURAL W/ FIBERGLASS BATT SOUND INSULATION 9 DOUBLE ROW OF 2x STUD WALL WITH INSULATION 1 9 1" AIR GAP (UNLESS OTHERWISE NOTED)6 FIBERGLASS BATT FIRESTOP @ 10'-0" MAX HORIZONTAL & VERYICAL8 10 1 9 STEEL BEAM 10 GA FILE NO. BM 1137 6 TWO LAYERS OF 5/8" SHEETROCK GYP BD.11 11 11 TWO LAYERS OF 1/2" TYPE'X' GYP BD.SHEETROCK BRAND, FIRE CODE C CORE PER APPROVED ASSEMBLY 12 12 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:42 PM A711 Checker WALL / FLOOR DETAILS NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - A711 1 1/2" = 1'-0" 61-HR RATED DEMISING WALL A711 1 1/2" = 1'-0" 5WALL AND CEILING (1-HOUR) A711 12" = 1'-0" 8WALL - FIREBLOCKING (TYP.) A711 1 1/2" = 1'-0" 2EXTERIOR WALL A711 1 1/2" = 1'-0" 16OFFSET AT DEMISING WALL A711 1 1/2" = 1'-0" 15PARTY WALL @ INTERMEDIATE FLOOR (1-HOUR) A711 1 1/2" = 1'-0" 14DEMISING WALL TO ROOF CONNECTION (1-HOUR) A711 1 1/2" = 1'-0" 13PARTY WALL TO ROOF TRUSS (1-HOUR)A711 1 1/2" = 1'-0" 1INTERIOR WALL A711 1 1/2" = 1'-0" 12WALL (EXT.) AT INTERMEDIATE LEVEL A711 1 1/2" = 1'-0" 10FLOOR-CEILING ASSEMBLY, TYP. A711 1 1/2" = 1'-0" 11OVERHANG 1-HR FIRE RATED A711 12" = 1'-0" 9CONC. SLAB (TYP.) A711 1 1/2" = 1'-0" 7PLUMBING WALL A711 1 1/2" = 1'-0" 3STEEL BEAM @PARTY WALL (1-HOUR) EXTERIOR FINISH PER ELEVATION SCHEDULE 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 ELEVATIONS) 2X FRAMING CROWN MOULDING STUCCOED O/ FOAM, SEE ELEVATION 1 2 3 4 EACH VENT BLOCKS BETWEEN RAFTER W/ 3 (THREE) 2"ø HOLES, W/ CORROSIVE RESISTANT WIRE MESH PROVIDE 9.8 SI 3" O.C. SEE ROOF PLAN FOR CALCULATION RAIN GUTTER EAVE VENT WHERE OCCURS 5 6 7 8 9 10 11 12 13 1 1 / 2 " SEE ROOF PLAN FOR DIMENSION EAVE 1234 ROOFING PER ROOF PLAN(SEE ELEVATIONS)5 6 14 13 12 11 14 10 7 8 9 14 NOTE: PROVIDE MIN 1" GAP BETWEEN INSULATION AND BOTTOM OR ROOF SHEATHING 26 GA. G.I. DRIP 2X FASCIA BOARD 2X FRAMING 2 LAYERS 60 MINUTE GRADE 'D' PAPER 5/8" TYPE X GYP BD AT UNDERSIDEWHERE FIRE RATING CONSTRUCTION OCCURS 1 6 7 9 EXTERIOR FINISH PER ELEVATION SCHEDULE CROWN / TRIM WHERE OCCURS, SEE ELEVATIONS SEE ROOF PLAN RAKE 12 2 3 34 UNDERLAYMENT (30 lb. A.S.T.M. FELT MIN.) ROOF SHEATHING - PROVIDE MIN 1" GAP BETW. SHEATHING AND INSULATION DESIGNED WOOD ROOF SYSTEM ROOFING PER ROOF PLAN (SEE ELEVATIONS)4 5 5 7 6 8 10 11 8 9 10 11 UNDERLAYMENT (30LB A.S.T.M. FELT MIN) LINE OF FLAT VALLEY BELOW 2X4 AT 16" O.C. (AS REQ'D) SCUPPER AT EAVE (MIN 4"X4") ROOF SHEATHING CONTINUOUS BACKING 30LB SWEAT SHEET UNDER FLASHING (MIN. 36" WIDE) LINE OF SLOPING VALLEY BELOW (AT WALL) 26 GA. GI FLASHING (MIN SLOPE 2:12) CONT. SEALANT 1 2 3 4 5 6 7 8 9 10 7 9 5 5 6 1 10 8 6" L A P M I N . SECTION 'A-A' 'A''A' 2 4" 4" 1 12" MIN. MIN . S L O P E 2 : 1 2 6 3 12 " M I N . VARIES (SEE PLAN) PLAN VIEW VA R I E S ( S E E P L A N ) O'HAGIN FLAT ROOF VENT 1 2 3 4 5 6 7 ROOFING PER ROOF PLAN ROOF SHEATHING (PER STRUCTURAL) ROOF RAFTERS (PER STRUCTURAL) BATTEN INSULATION LINE C.J. & INSULATION 12 " M I N . 4 5 6132 7 1 CONCRETE ROOF TILE 2 3 WEAVED UNDERLAYMENT (30LB A.S.T.M. FELT MIN.) CARRIED OVER & UNDER 2x NAILER ROOF SHEATHING NOTE: PROVIDE NAIL, BATTENS AND WIND CLIPS PER MFR. INSTALLATION RECOMMENDATION 2 13 PROVIDE NAILING, BATTENS AND WIND CLIPS PER MFR.INSTALLATION RECOMMENDATIONS 10" x 1/4" LUAN BOARD 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 2 3 4 5 6 ROOF SHEATHING1 4" MIN. ONTO TILE 6" M I N . 1 2 3 ROOFING PER SCHEDULE 7 5 6 4 7 8 PLYWOOD SHEATHING WHERE OCCURS PER STRUCT. DWG.8 8 12" 1 CONCRETE ROOF TILE 2 26 GA. G.I. VALLEY FLASHING 3 WEAVED UNDERLAYMENT (30LB A.S.T.M. FELT MIN.) 4 30 LB SWEAT SHEET UNDER FLASHING (MIN 36" WIDE) 5 ROOF SHEATHING 6 SECURE VALLEY FLASHING AT MAX. 24" O.C. W/ CLIPS FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. DO NOT NAIL FELT BATTENS OR TILE THROUGH VALLEY FLASHING NOTE: PROVIDE NAIL, BATTENS AND WIND CLIPS PER MFR. INSTALLATION RECOMMENDATION 6 12345 PROVIDE NAILING, BATTENS AND WIND CLIPS PER MFR.INSTALLATION RECOMMENDATIONS 2X ROOF RAFTERS (SEE STRUCT DWG.) 1/2" THK GYP. BD. UNDERLAYMENT (30 lb. A.S.T.M. FELT MIN.) 2X BLOCKING 2 3 4 5 6 ROOF SHEATHING1 ROOFING PER SCHEDULE 7 8 1 2 3 2X FRAMING PER STRUCT. DWG. PROVIDE REGULAR 2X4 @ 16" O.C. STUDS FOR GYPBOARD FRAMING INSULATION BATTING, PROVIDE MIN 1" GAP BETWEEN INSULATION AND BOTTOM OF ROOF SHEATHING 6 7 8 4 7 5 9 9 1 1 2 3 65 5 ROOF SHEATHING 2 UNDERLAYMENT (30 LB. ASTM FELT MIN)UNDERLAYMENT TO BE FOLDED UP AGAINST SIDES OF SKYLIGHT CURB 6 VELUX SKYLIGHT, SEE MANUFACTURER SPECS4 SKYLIGHT SILL FLASHING 5 2X HEADER/ BLOCKING INSULATION AT ROOF, PROVIDE MIN 1" BETW. INSULATION AND BOTTOM OF ROOF SHEATHING 3 SKYLIGHT SADDLE FLASHING 4 7 INSULATION - PLACED CAREFULLY AROUND WINDOW 7 8 8 ROOF TILE PER ELEVATION SCH. GENERAL NOTES:1. 2. 3. UNDERLAYMENT TO BE FOLDED UP AGINST ALL SIDES OF CURB VAPOR BARRIER SHOULD BE USED TO AVOID MOISTURE WRAP CURB IN UNDERLAYMENT. REFER TO MANUFACTURER'SSPEC AND INSTALLATION MANUAL 4" M I N ROOF TILE ON 30#FELT UNDERLAYMENT O/ PLYWD. ROOF SHEATHING CLASS 'A' BUILT UP ROOFING O/ UNDERLAYMENT (30 LB ASTM FELT MIN.) BONDERIZED METAL FLASHING PER CODE26 GA. G.I. CORROSION-RESISTANT WEEP SCREED2 3 4 6 EXTERIOR FINISH PER SCHEDULE1 7 MIN 2% SLOPE 2X JOIST, SEE STRUCT. DWG. 1 234 5 ROOF PLYWD. SHEATHING 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:43 PM A721 Checker ROOF DETAILS NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - A721 1" = 1'-0" 1ROOF EAVE A721 1" = 1'-0" 2.ROOF RAKE A721N.T.S. 8G.I. FLASHING/CRICKET ROOF TO WALL1 A721 1" = 1'-0" 10O'HAGIN DETAIL1 A721 1 1/2" = 1'-0" 5ROOF RIDGE CAP A721 1 1/2" = 1'-0" 6ROOF TO WALL FLASHING A721 1 1/2" = 1'-0" 3ROOF VALLEY FLASHING NOT USED NOT USED NOT USED NOT USED A721 1 1/2" = 1'-0" 9DRAFTSTOP AT ROOF A721 1" = 1'-0" 12SKYLIGHT AT ROOF DETAIL A721 1 1/2" = 1'-0" 11ROOF TO WALL FLASHING EXTERIOR INTERIOR 5 6 4" MIN. 1 TURN MEMBRANE UP OVER SILL PAN FLASHING 2 26 GA. G.I. MTL. THRESHOLD FLASHING 3 4 DEX-O-TEX DECK SURFACING O/ W.P. MEMBRANE O/ SLIP SHEET PER MANUF. 5 SLIDING GLASS DOOR PER PLAN, INSTALL PER MANUF. THERMAL BARRIER SADDLE THRESHOLD BY PEMKO 6 CONT. NON-HARDENING SEALANT THROUGHOUT INTERIOR PERIMETER 7 7 8 4 SLOPE DN. 1/4" /FT. 123 9 SLIDING SCREEN DOOR,INSTALL PER DOOR MANUF. FLOOR FINISH PER SCH. 9 WD. BALCONY FRAMING PER STRUCT. DWG. 8 EXTERIOR INTERIOR 113-COAT EXTERIOR PLASTER O/ PAPER BACKED GALV. MTL. LATH O/ WEATHER RESISTIVE BARRIER O/ PLYWD. SHTG. PER STRUCT. DWG. 42MIN. 40-MIL SELF-ADHERING WATERPROOF MEMBRANE FLASHING AT OPENING 3 SLIDING GLASS DOOR PER PLAN, INSTALL PER MANUF. 2 3 4 2x STUD FRAMING PER STRUCT. W/ BATT INSULATION (PER T-24) 5 5 GYP. BD. PER PLAN 6 6 WOOD HEADER PER STRUCT. DWG. 1 5/8" GYP. BD. EACH SIDE 3 SHIM 5 HEADER OR DOUBLE STUDS AT JAMB 6 1x6 OR 1x4 FINISH WOOD FRAME 1 2 HEADER PER STRUCT. DWG. 4 2x WOOD CASING AT BOTH SIDES 7 1/2 " 7 1/2" x 1 1/2" DOOR STOP 8 DOOR PER SCH. 2 5 3 4 6 8 1 4 CAULK FUTURE FLASH TO WINDOW FLANGE 5 CAULK FLANGE TO SHTG. @ HEADER BOTTOM OF HEADER 6 7 3-COAT EXTERIOR PLASTER O/ PAPER BACKED GALV. MTL. LATH 10 STUD WALL FRAMING PER STRUCT. DWG. W/ BATT INSULATION (PER T-24) EXTERIORINTERIOR 1 TWO LAYERS WEATHER RESISTIVE BARRIER O/ 12" WIDE SELF-ADHESIVE FLEXIBLE FLASHING2 PLYWD. SHTG. PER STRUCT. DWG. 3 2 3 4 WINDOW FRAME, SEE WINDOW SCH.9 5/8" TYPE 'X' GYP. BD. PER PLAN 8 HEADER PER STRUCT. DWG. 7 8 5 6 9SEALANT 10 11 • EXTERIOR TRIM WHERE OCCURS, SEE ELEVATIONS PROVIDE MIN 2% SLOPE AWAY FROM WINDOWPROVIDE PERIMETER CAULKING AS NEEDED. FOR WOOD TRIM, PROVIDE GALV. SHEET MTL. FLASHING O/ TOP OF TRIM 11 1 4 CAULK FUTURE FLASH TO WINDOW FLANGE 5 CAULK FLANGE TO SHTG. @ HEADER @ TOP OF STUD 6 73-COAT EXTERIOR PLASTER O/ PAPER BACKED GALV. MTL. LATH 10STUD WALL FRAMING PER STRUCT. DWG. W/ BATT INSULATION (PER T-24) TWO LAYERS WEATHER RESISTIVE BARRIER O/ 12" WIDE SELF-ADHESIVE FLEXIBLE FLASHING2 PLYWD. SHTG. PER STRUCT. DWG. 3 WINDOW FRAME, SEE WINDOW SCH.9 5/8" TYPE 'X' GYP. BD. PER PLAN 8 WD. STUD PER STRUCT. DWG. SEALANT EXTERIOR INTERIOR 1 2 3 4 5 6 7 8 9 10 11 TRIM WHERE OCCURS , SEE ELEVATIONS, PROVIDE NONHARDENING SEALANT AND PERIMETER CAULKING AS NEEDED. 11 1 4 CAULK FUTURE FLASH TO WINDOW FLANGE 5 CAULK FLANGE TO SHTG. @ HEADER @ TOP OF STUD 6 7 3-COAT EXTERIOR PLASTER O/ PAPER BACKED GALV. MTL. LATH 10 STUD WALL FRAMING PER STRUCT. DWG. W/ BATT INSULATION (PER T-24) TWO LAYERS WEATHER RESISTIVE BARRIER O/ 12" WIDE SELF-ADHESIVE FLEXIBLE FLASHING2 PLYWD. SHTG. PER STRUCT. DWG. 3 WINDOW FRAME, SEE WINDOW SCH.9 5/8" TYPE 'X' GYP. BD. PER PLAN 8 WD. STUD (SIM.) PER STRUCT. DWG. SEALANT EXTERIORINTERIOR 7 8 9 1 2 3 4 5 6 10 11 TRIM WHERE OCCURS , SEE ELEVATIONS, PROVIDE MIN 2% SLOPE AWAY FROM WINDOW PROVIDE NONHARDENING SEALANT AND PERIMETER CAULKING AS NEEDED. 1 4 CAULK FUTURE FLASH TO WINDOW FLANGE 5 CAULK FLANGE TO SHTG. @ HEADER BOTTOM OF HEADER 6 7 3-COAT EXTERIOR PLASTER O/ PAPER BACKED GALV. MTL. LATH 10 STUD WALL FRAMING PER STRUCT. DWG. W/ BATT INSULATION (PER T-24) EXTERIORINTERIOR 1 TWO LAYERS WEATHER RESISTIVE BARRIER O/ 12" WIDE SELF-ADHESIVE FLEXIBLE FLASHING2 PLYWD. SHTG. PER STRUCT. DWG. 3 2 3 4 WINDOW FRAME, SEE WINDOW SCH.9 5/8" TYPE 'X' GYP. BD. PER PLAN 8 HEADER PER STRUCT. DWG.78 5 6 9 SEALANT 10 1 4 CAULK FUTURE FLASH TO WINDOW FLANGE 5 CAULK FLANGE TO SHTG. @ HEADER @ TOP OF STUD 6 7 3-COAT EXTERIOR PLASTER O/ PAPER BACKED GALV. MTL. LATH 10 STUD WALL FRAMING PER STRUCT. DWG. W/ BATT INSULATION (PER T-24) TWO LAYERS WEATHER RESISTIVE BARRIER O/ 12" WIDE SELF-ADHESIVE FLEXIBLE FLASHING2 PLYWD. SHTG. PER STRUCT. DWG. 3 WINDOW FRAME, SEE WINDOW SCH.9 5/8" TYPE 'X' GYP. BD. PER PLAN 8 WD. STUD PER STRUCT. DWG. SEALANT EXTERIOR INTERIOR 1 2 345678 9 10 ~ 2 " 1 4 CAULK FUTURE FLASH TO WINDOW FLANGE 5 CAULK FLANGE TO SHTG. @ HEADER @ TOP OF STUD 6 7 3-COAT EXTERIOR PLASTER O/ PAPER BACKED GALV. MTL. LATH 10 STUD WALL FRAMING PER STRUCT. DWG. W/ BATT INSULATION (PER T-24) TWO LAYERS WEATHER RESISTIVE BARRIER O/ 12" WIDE SELF-ADHESIVE FLEXIBLE FLASHING2 PLYWD. SHTG. PER STRUCT. DWG. 3 WINDOW FRAME, SEE WINDOW SCH.9 5/8" TYPE 'X' GYP. BD. PER PLAN 8 WD. STUD (SIM.) PER STRUCT. DWG. SEALANT EXTERIORINTERIOR 7 8 9 1 2 3 4 5 6 10 2" MIN. 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:(WHERE WD. TRIM OCCURS) 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 ALL EXTERIOR DOOR FLASHING ALL EXTERIOR WINDOW FLASHING 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 MTL. 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 1 JAMB BEYOND 2 DRIVEWAY APRON, SLOPE AWAY FROM CIVIL DWGS. LINE OF CURB BEYOND GARAGE DOOR W/ WEATHER STRIP AT BOTTOM 4 5 SLAB AND FOOTING PER STRUCT. DWG. 6 6 73 EXPANSION MATERIAL 6 5 1 EXTERIOR INTERIOR 1 2" x 7/8" EXT. PLASTER MTL. MOLD STOP PAINTED TO MATCH JAMB FINISH 2 GARAGE DOOR PER SCHEDULE SELF ADHESIVE SHEET MEMBRANE FLASHING GARAGE HEADER (SEE STRUCT. DWG.) 4 5LAP BLDG PAPER O/ SELF-ADHESIVE SHEET MEMBRANE FLASHING 6 3 GARAGE DOOR SURROUND SEAL 5 6 5 EXTERIOR INTERIOR DETAIL A: GARAGE DOOR HEAD EXTERIOR INTERIOR 1 DETAIL B: GARAGE DOOR JAMB 2X6 ROUGH BUCK7 1x PAINTED JAMB FINISH FRAME O/ SHIM SPACE AS REQ'D8 2 3 4 6 1 2 3 4 8 6 7 A731 6" = 1'-0" 15SLIDING GLASS DOOR AT WOOD FRAMED BALCONY A731 3" = 1'-0" 10SLIDING GLASS DOOR AT HEAD A731 3" = 1'-0" 9INTERIOR DOOR - HEAD ( JAMB SIM.) A731 3" = 1'-0" 1WINDOW - HEAD W/ TRIM A731 3" = 1'-0" 3WINDOW - JAMB W/ TRIM A731 3" = 1'-0" 2WINDOW - SILL W/ TRIM A731 3" = 1'-0" 5RECESSED WINDOW - HEAD A731 3" = 1'-0" 7RECESSED WINDOW - JAMB A731 3" = 1'-0" 6RECESSED WINDOW - SILL 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:44 PM A731 Checker WINDOW / DOORDETAILS NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - A731 1/4" = 1'-0" 8DOORS / WINDOWS FLASHING1 A731 3" = 1'-0" 14GARAGE DOOR SILL NOT USED A731 1 1/2" = 1'-0" 13GARAGE DOOR - DOOR AND JAMB 1 4 CAULK FUTURE FLASH TO WINDOW FLANGE 5 CAULK FLANGE TO SHTG. @ HEADER BOTTOM OF HEADER 6 7 BRICK VENEER PER ELEVATION 10 STUD WALL FRAMING PER STRUCT. DWG. W/ BATT INSULATION (PER T-24) INTERIOR 1 TWO LAYERS WEATHER RESISTIVE BARRIER O/ 12" WIDE SELF-ADHESIVE FLEXIBLE FLASHING2 PLYWD. SHTG. PER STRUCT. DWG. 3 2 3 4 WINDOW FRAME, SEE WINDOW SCH.9 5/8" TYPE 'X' GYP. BD. PER PLAN 8 HEADER PER STRUCT. DWG. 7 8 5 6 9 SEALANT 10 LATH MORTAR 11 12 13 11 METAL WALL TIE SCREWED INTO STUD14 THROUGH WALL FLASHING15 14 WEEP HOLE EXTERIOR 12 15 EXTERIORINTERIOR 7 8 9 1 2 3 4 5 6 10 2" MIN. 16 14 15 1 4 CAULK FUTURE FLASH TO WINDOW FLANGE 5 CAULK FLANGE TO SHTG. @ HEADER @ TOP OF STUD 6 7 10 STUD WALL FRAMING PER STRUCT. DWG. W/ BATT INSULATION (PER T-24) TWO LAYERS WEATHER RESISTIVE BARRIER O/ 12" WIDE SELF-ADHESIVE FLEXIBLE FLASHING2 PLYWD. SHTG. PER STRUCT. DWG. 3 WINDOW FRAME, SEE WINDOW SCH.9 5/8" TYPE 'X' GYP. BD. PER PLAN 8 WD. STUD (SIM.) PER STRUCT. DWG. SEALANT BRICK VENEER PER ELEVATION BRICK SILL SLOPE 2% LATH11 MORTAR 12 13 THROUGH WALL FLASHING15 WEEP HOLE 16 METAL WALL TIE SCREWED INTO STUD14 11 12 13 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 3" = 1'-0" 10/23/2025 3:00:45 PM A732 Checker WINDOW / DOORDETAILS NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - A732 3" = 1'-0" 1WINDOW HEAD- W/ MASONARY A732 3" = 1'-0" 2WINDOW SILL W/ MASONARY 1 2X STUDS 2 2X DRYWAYLL BACKING 3 3/4" PLYWOOD TREAD 4 2X RISERS 5 LINE OF 2X4 (MIN.) LEDGER BEHIND 6 2X CRIPPLE NAILED TO 2X STUD BELOW LEDGER 7 LINE OF TREAD BEYOND 5/8"1 2 3 7 5 4 6 6" M I N . 2 4 1 MIN. 5/8" TYPE 'X' THK. GYP BD. AT ENCLOSED SPACE UNDER STAIRCASE 1 2 3 4 3/4" PLYWOOD TREADS & RISERS 2x4 PT.D.F. THRUST PLATE 2X STRINGERS 1" M I N . 3 TREAD10" MIN. RIS E R 7 3 / 4 " M A X TREAD10" MIN. RIS E R 7 3 / 4 " M A X METAL HANGER MIN. 5/8" TYPE 'X' THK. GYP BD. AT ENCLOSED SPACE UNDER STAIRCASE 1 2 3 4 5 3/4" PLYWOOD TREADS & RISERS PLYWOOD SUBFLOOR DOUBLE JOIST OR HEADER 2X STRINGERS6 6" M I N . 1 2 34 56 1 O.D. 1 1/2" 1 1 / 2 " INTERIOR FINISH PER SCHEDULEO/ TYPE 'X' GYP. BD. 1. 2. NOTE:RAILING TO RESIST APPLIED LOAD PER CODE REQUIREMENTS - SEE STRUCT. PROVIDE SAMPLE AND MOCK-UP FOR REVIEW AND APPROVAL HANDRAIL SHALL BE AT LEAST 1 1/4" BUT NOT GREATER THAN 2 1/4" CROSS-SECTIONAL DIMENSIONHAVING A SMOOTH SURFACE WITH NO SHARP CORNERS (R311.7.7.3 STL. HANDRAIL BRACKET AT 4' O.C. MAX., HANDRAIL PROFILE TBD BY DESIGNER CONNECTIONS SHALL BE ABLE TO WITHSTAND A SINGLE CONCENTRATED LIVE LOAD OF 200 LBS. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, SEE STRUCTURAL DETAILS BLOCKINGS AS REQUIRED 34 " M I N . O R 3 8 " M A X T O F I N I S H F L O O R T Y P . / 2 3 4 5 4 1 2 3 4 5 BEAM PER PLAN (4X8 MIN) OR 2X RIM W/ CRIPPLE WALL BELOW MIN. 5/8" TYPE 'X' THK. GYP BD. AT ENCLOSED SPACE UNDER STAIRCASE 1 2 3 4 5 3/4" PLYWOOD TREADS & RISERS 2x STRINGERS (SEE STRUCT. DWGS.) SEAT CUT STRINGERS AS REQUIRED 6" MIN. TREAD10" MIN. 3 2 7 4 RIS E R 7 3 / 4 " M A X LANDING 3/4" PLYWOOD LANDING JOIST OR FLOOR FRAMING 6 7 1" NOSING 1 6 5 LIQUID APPLIED WATERPROOFING CONTINUOUS BEAD SEALANT NONPOROUS INORGANIC SILL TILE FINISH CEMENT BACKER BOARD RUN CEMENTBOARD TIGHT AND EVEN TO WINDOW JAMB, CAULK JOINTS W/ SILICONE RUN TILE INTO THE JAMB LATEX MODIFIED THINSET TO SLOPE SILL FROM WINDOW 1 2 3 4 5 6 7 1 2 2 3 4 5 6 7 CERAMIC TILE CEMENT BOND COAT 1 LAYER 40 LB. FELT 2 x LEDGER HARDIE BACKER 12MM CEMENT BOARD WITH HYDRODEFENCE (FIRE RESISTIVE AND MOISTURE PROTECTION) BATH TUB 1" TILE FLANGE 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 GUARDRAIL SHALL BE 42" ABOVE F.F. WITH HANDGRIP NOT LESS THAN 1 1/4" AND NOT MORE THAN 2 1/4"AND ABLE TO WITHSTAND A SINGLE CONCENTRATED LOAD OF 200 LBS. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. VERIFY WITH STRUCTURAL PLANS FOR ATTACHMENT DETAIL 3 RAILING CURB, VERIFY W/ INTERIOR ELEVATION 5 FLOOR FINISH PER SCH. 1 2 3 4 2 GUARDRAIL DESIGN AND SPACING SHALL BE SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH. VERIFY DESIGN WITH ARCHITECT AND INTERIOR DESIGNER PRIOR TO FABRICATION 3'- 6 " M I N . 4 RAILING CONNECTION TO FRAMING, SEE STRUCT. DWG.6 6 FLOOR SHEATHING PER STRUCTURAL DWG. REFER TO STRUCTURAL DRAWING FOR CALCULATION TO ALLOW FOR 200 LBS CONCENTRATED LOAD AT ANY POINT AND DIRECTION 5 1 CORNER BEAD SQUARE OR BULLNOSE 2 2- 2X4's 3 5/8" TYPE 'X' GYP BD. 3 2 1 1 2X4 WD. STUD @ 18" O.C. 2 CEILING LIGHT PER CEILING PLAN3 2X6 WD. STUD4 GYP BD. 12 3 4 1 2 3 4 5 6 30" SQUARE MIN. ATTIC ACCESS OR PER C.M.C. 908 5/8" CDX X 24" MIN. WIDE PLYWOOD PASSAGEWAY - 20'-0" MAX TRAVEL DISTANCE LIGHTING FIXTURE CONTROLLED BY SWITCH LOCATED BY ATTIC ACCESS FAU SHALL BE LISTED FOR INSTALLATION IN ATTICS AND ON COMBUSTABLE FLOORING - CLEARANCES SHALL BE AS SPECIFIED IN THE LISTING 110 VOLT ELECTRICAL OUTLET 5/8" CDX PLYWOOD LEVEL WORKING PLATFORM FOR ENTIRE LENGTH OF UNIT ATTIC INSTALLATION 1 6 5 43230" MIN24" MIN7 PROVIDE AIR SEAL GASKET BETWEEN TRIM AND PANEL ATTIC ACCESS 1 7 TRIM 8 INSULATION DAMS 8 1 SAND BASE 2 3 CONCRETE SLAB PER STRUCT. VAPOR BARRIER OR APPROVED EQ. 4 1 LAYER 30 LB FELT SLIP SHEET STONE / TILE O/ THIN SET O/ DRYPACK MORTAR BED, SLOPE TO DRAIN 5 WATERPROOFING MEMBRANE, GACOFLEX UB64 OR APPROVED EQ. 6 FINISH FLOOR PER SCHEDULE 7 8 TEMPERED GLASS 123 4756 8 INSIDE SHOWER OUTSIDE SHOWER MIN. 2% 4" REFER TO STRUCTURAL DRAWING FOR CALCULATION TO ALLOW FOR 200 LBS CONCENTRATED LOAD AT ANY POINT AND DIRECTION 7" 3/4" TYP. 3/ 4 " T Y P . 5" 4 3/8"X 5"X 7" STL. PLATE W/ 6-1/2" Ø x 4.5" LAG BOLTS PER STRUCT DWG. 1 VERTICAL W.I. GUARDRAIL 2" SQ. TUBE @ 48" O.C.. 2 • • • NOTE: GUARDRAIL POSTS TO POSTS TO SUPPORTING STRUCTURE CAPABLE OF RESISITING A HORIZTONTAL LOAD OF 200 POUNDS APPLIED TO TOP RAIL OPEN SPACE BETWEEN RISER TREAD AND BOTTOM ELEMENT OF THE GUARDRAIL SHALL NOT ALLOW A 6 INCHES DIAMETER SPHERE TO PASS THROUGH CIRCULAR 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" 3/4" SQ. TUBE, 4"O.C. TYP. 3 W.I. RAILING CAP (1 1/4"~2" MAX)4 4" 1 2 3 1 42 " M I N . 4" 1 FRAMING PER STRUCT. DWG. 2 3 PLYWD. SHTG PER STRUCT. 1 LAYER 30 LB FELT SLIP SHEET STONE / TILE O/ THIN SET O/ DRYPACK MORTAR BED 5 TOP OF WATERPROOFING MEMBRANE AT THRESHOLD; MUST BE ABV. TOP OF FLOOR DRAIN GACOFLEX UB64 OR APPROVED EQ. 9 FINISH FLOOR PER SCHEDULE 7 TEMPERED GLASS 3 9 4 5 7 INSIDE SHOWER OUTSIDE SHOWER 12 4 MIN. 2% 4" M i n . 2 WATERPROOF MEMBRANE TO COVER SHOWER FLOOR AND TROUGH, COMPLETELY WRAP TROUGH AND UP WALL 6 6 8 8 WRAP WATERPROOF MEMBRANE 18" UP WALL 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:46 PM A741 Checker INTERIOR DETAILS NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - A741 3" = 1'-0" 5STAIR CONNECTION A741 1 1/2" = 1'-0" 3STAIR STRINGER AT FLOOR A741 1 1/2" = 1'-0" 1STAIR STRINGER AT HEADER A741 6" = 1'-0" 6HANDRAIL AT WALL / FLOOR A741 1 1/2" = 1'-0" 2.STAIR LANDING A741N.T.S. 12WINDOW SILL AT SHOWER, TUB A741N.T.S. 15CERAMIC TILE AT TUB A741 1 1/2" = 1'-0" 7RAILING / GUARDRAIL DETAIL A741 6" = 1'-0" 9INTERIOR CORNER NOT USED A741 1 1/2" = 1'-0" 10INTERIOR TREY CEILING DETAIL A741 12" = 1'-0" 11ATTIC ACCESS AT INTERIOR CEILING A741N.T.S. 13CURBLESS SHOWER AT CONC. SLAB A741N.T.S. 8RAILING A741N.T.S. 14CURBLESS SHOWER AT WOOD FRAMED FLOOR 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 4" TYP. PER S M A C N A 4" M I N . L A P 1. 2. 3. NOTES:SHEET METAL J-MOLD RECEIVER SOLDER TO FORM ONE CONTINUOUS WATERTIGHT PIECE FIELD VERIFY DIMENSIONS AND CONDITIONS 1 SIZE ALL ALLOW 1/2" SEALANT JOINT ON ALL SIDES 2 OUTLINE OF PENETRATION (DASHED) BACKER ROD AND SILICONE SEALANT CONTINUOUS AROUND PENETRATION 26 GA GSM 4 5 SPOT WELD AND SOLDER WATER TIGHT 6 3 FILL IN CORNERS AND DE-BURR EDGES, TYP.1 2 3 4 5 6 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 LATH5 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 DETAIL B: VERTICAL TRIM ELEVATION SEE 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 1 8 SE E E L E V A T I O N DETAIL A: HORIZONTAL TRIM 1 2 3 4 6 5 7 8 9 1 1 PLYWD. SHEATHING 2 MIN. 7/8" 3-COAT STUCCO STUCCO W/ LATH 9" SAF, LAP OVER SILL SCREED FASTENER 24 GA GSM SILL SCREED W/ S.S. FASTENERS 4 7 5 SLOPE GRADE 2% MIN. 6 4 7 3 2 LAYERS OF GRADE 'D' BUILDING PAPER OVER SAF AND SCREED 6 5 2 3NOTE: WHERE REQ'D. 2" CLEARANCE EXPOSES FRAMING, INSTALL 6" STAINLESS STEEL WALL FLASHING AGAINST WALL BEHIND THE STUCCO BASE FLASHING. REMOVE SEALANT AND FILLER FROM GAP BETWEEN CONCRETE PAVING AND WALL TO ALLOW METAL FLASHING TO EXTEND MINIMUM 1" BELOW SURFACE OF PAVING. THIS WALL FLASHING SHOULD BE SET IN BUTYL SEALANT. SEAL JOINT BETWEEN NEW FLASHING AND PAVING CONCRETE AFTER FLASHING IS INSTALLED. AT OUTSIDE CORNERS, TURN FLASHING AROUND CORNER 6". GRADE LINE TOP OF CURB VA R I E S EXTERIOR INTERIOR 8" 4" 2" 1 MIN. 7/8" 3-COAT STUCCOO/ 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 FLASHING5 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 NEW LATH ATTACHMENT BLOCKING TYP. 1 DETAIL A : OUTSIDE CORNER DETAIL B : OUTSIDE CORNER 2 LAYERS OF GRADE 'D' BUILDING PAPER / WRB 2 18" W SAF (CENTERED ON CORNER) OVER W.R.B. AT CORNER3 5 FILL SPACE SOLID W/ BASE COAT MIN. 7/8" 3- COAT STUCCO FASTENERS FOR CORNER REINFORCING @ 6" O.C. VERT. TO HIT BLOCKING. NAIL HEADS FLAT, DO NOT & PUNCTURE W.R.B. 3-COAT STUCCO O/ METAL LATH 4 6 7 GALVANIZED WIRE EXTERIOR CORNER REINFORCING, TYP. WIRE TIE TO WALL LATH 1 2 3 4 5 6 1234 5 1 PLYWD. SHEATHING AT DECK PER STRUCT. DWG. 2 MIN. 7/8" 3-COAT STUCCO STUCCO W/ LATH 24 GA GSM SILL SCREED W/ S.S. FASTENERS 4 5 6 3 23 2 LAYERS OF GRADE 'D' BUILDING PAPER OVER SAF AND SCREED 3 EXTERIOR INTERIOR 1 2" 3" 2% MIN. SLOPE 1" M I N . 4" MIN. L-METAL PERIMETER FLASHING IN BED OF SEALANT, NAILED 3" - 4" O.C., STAGGERED, 3/4" MIN. FROM EDGE. DOUBLE NAIL AT OVERLAPS. VERTICAL LEG NAILED 16" INTO STUD FRAMING DECK COATING W/ INITAL SHEET APPLIED O/ FLASHING. PAINT COLOR COAT ON EXPOSED VERT. FLASHING. 456 A TRANSITION BETWEEN FLOOR FINISHES B THRESHOLD C LEVEL CHANGE 1/4 " M A X . 1/2 " M A X . MA X . 1/4 " PIL E H E I G H T 1/2 " M A X COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD FIN. FLOOR LEVEL TRESHOLD 2 1 1. 2. 3. NOTES:1/2" MAX TOTAL HEIGHT WITH 1/4" MAX. VERT. CHANGE AT EDGE 1:2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VER. LEVEL CHANGE 1/4" MAX. VERT. LEVEL CHANGE 1 EXTERIOR CEMENT PLASTER OVER SELFFURRING EXPANDED METAL LATH OVERBUILDING PAPER 2 GRS SHTG., TYP. 3 FACE OF STUD FRAMING 4 1/2" PLYWD. SHTG. WHERE OCCURS, SEE STRUCT. 5 ALUMINUM CONTINUOUS REGLET DRIP SCREEDVENTED WHERE NOTED AND PAINTED TOMATCH PLASTER 6 LAP LATH AND PAPER OVER 1 2 3 4 5 6 1 EXTERIOR CEMENT PLASTER OVER SELF FURRING EXPANDED METAL LATH OVER BUILDING PAPER 2 PLYWD. SHTG. , PER STRUCT DWG. 3 FACE OF STUD FRAMING 4 1/2" PLYWD. SHTG. WHERE OCCURS, SEE STRUCT. 5 ALUMINUM CONTINUOUS REGLET DRIP SCREEDVENTED WHERE NOTED AND PAINTED TO MATCH PLASTER 6 LAP LATH AND PAPER OVER 1 2 3 4 5 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:47 PM A751 Checker MISC DETAILS NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - A751 1 1/2" = 1'-0" 1CONTROL JOINT INTERSECTION A751 1 1/2" = 1'-0" 9FLANGED PENETRATION FLASHING A751 3" = 1'-0" 2HORIZONTAL / VERTICAL CONTROL JOINTS A751 1 1/2" = 1'-0" 3HORIZONTAL / VERTICAL WOOD TRIM AT STUCCO A751 1 1/2" = 1'-0" 6WEEP SCREED AT CONC. SLAB A751 3" = 1'-0" 10MAKEUP AIR WALL CAP TERMINATION A751 3" = 1'-0" 5STUCCO AT OUTSIDE / INSIDE CORNER A751 1 1/2" = 1'-0" 7WEEP SCREED AT BALCONY A751 6" = 1'-0" 13THRESHOLD AND LEVEL CHANGE A751 6" = 1'-0" 8DRIP SCREED AT EXTERIOR SOFFIT NOT USED NOT USED NOT USED NOT USED A751 6" = 1'-0" 11TRIM AT EXTERIOR SOFFIT FIRE STOPPING NOTES A. B. C. D. E. F. G. H. I. J. ALL FIRE STOPPING ASSEMBLIES AND MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LISTED UL SYSTEM NUMBER AND THE MANUFACTURER'S WRITTEN INSTRUCTIONS. SEE THE UL FIRE RESISTANCE DIRECTORY FOR DETAILED INFORMATION FOR EACH UL SYSTEM INDICATED. THE RATED WALL ASSEMBLIES SHOWN IN THE DETAILS ON THIS SHEET SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE. THE RATED FLOOR/CEILING ASSEMBLIES SHOWN IN THE DETAILS ON THIS SHEET SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE. WHERE MORE THAN ONE F- RATING IS INDICATED, THE F- RATING OF THE FIRESTOPPING SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. WHERE MORE THAN ONE T- RATING IS INDICATED, SEE THE SYSTEM NUMBER DESCRIPTION IN THE UL FIRE RESISTANCE DIRECTORY FOR SPECIFIC REQUIREMENTS FOR EACH T- RATING. WHERE TWO OR MORE DETAILS ARE SHOWN FOR THE SAME WALL OR FLOOR CONSTRUCTION AND PENETRATING ITEM, THE DETAIL TO USE FOR A PARTICULAR APPLICATION IS THE CONTRACTOR'S CHOICE UNLESS A SPECIFIC DETAIL IS REFERENCED ELSEWHERE IN THE DRAWINGS. SEE SPECIFICATIONS SECTION 07840 - FIRESTOPPING FOR ADDITIONAL INFORMATION REGARDING FIRESTOPPING SYSTEMS AND MATERIALS. THE DETAILS ON THIS SHEET LIST SPECIFIC MANUFACTURERS' MATERIALS, ASSEMBLIES AND UL SYSTEM NUMBERS. IF PRODUCT SUBSTITUTIONS ARE PROPOSED, OBTAIN ALL APPROVALS REQUIRED BY THE APPLICABLE ENFORCING AGENCY (BUILDING DEPARTMENT, DSA OR OSHPD) FOR USE OF THE SUBSTITUTE MATERIALS, INCLUDING SPECIFIC UL SYSTEM NUMBERS. SEE SPECIFICATIONS SECTION 07840 FIRESTOPPING FOR ADDITIONAL INFORMATION REGARDING PRODUCT SUBSTITUTIONS. AT DETAILS ON THIS SHEET SHOWING METAL DUCTS AS THE PENETRATING ITEM, THE METAL DUCTS DO NOT HAVE DAMPERS. REFER TO CBC SECTION 714.3 FIRE-RESISTANCE-RATED WALLS. ELEVATION SLEEVE1 4 2 CABLES SHALL FILL A MIN. OF 8% & A MAX. OF 36% OF THE CROSS-SECTIONAL AREA OF THE SLEEVED OPENING2 MAX. WALL OPENING DIAMETER: 6"3 31 ANNULAR SPACE: 1/4" MIN., 2 1/2" MAX.4 NOTE:PROVIDE MINIMUM 1/4" SEPARATION BETWEEN ARMORED CABLES AND/OR METAL-CLAD CABLES AND BETWEEN ARMORED CABLES AND/OR METAL-CLAD CABLES AND ALL OTHER TYPES OF CABLES • • • • • • • • CABLE BUNDLE: ANY COMBINATION OF THE FOLLOWING: MAXIMUM 350 KCMIL SINGLE CONDUCTOR POWER CABLES; CROSS-LINKED POLYETHYLENE (XLPE) INSULATION MAXIMUM 200 PAIR NO. 24 AWG CONDUCTOR TELECOMMUNICATION CABLES; POLYVINYL CHLORIDE (PVC) INSULATION AND JACKET MAXIMUM 7/C NO. 2/0 AWG MULTI-CONDUCTOR POWER AND CONTROL CABLES; XLPE OR PVC INSULATION WITH XLPE OR PVC JACKET MAXIMUM 3/C NO. 2/0 AWG CABLES; PVC INSULATION AND JACKET MAXIMUM 6/94 FIBER OPTIC (F.O.) CABLE; PVC INSULATION AND JACKET MAXIMUM FOUR COPPER CONDUCTOR NO. 2/O AWG (OR SMALLER) ALUMINUM OR STEEL ARMORED CABLE OR METAL CLAD CABLE CLASSIFIED AS A THROUGH PENETRATING PRODUCT (XHLY) CATEGORY IN THE UL FIRE RESISTANCE DIRECTORY SLEEVE:MINIMUM 28 GAUGE GALVANIZED SHEET STEEL WITH MINIMUM 2" LAP ALONG LONGITUDINAL SEAM; LENGTH EQUAL TO WALL THICKNESS PLUS 7/8" TO 1". INSTALL SLEEVE BY COILING TO A DIAMETER LESS THAN THE OPENING DIAMETER, INSERTING SLEEVE THROUGH OPENING, AND RELEASING COIL TO ALLOW IT TO UNCOIL AGAINST CIRCULAR CUTOUTS IN GYPSUM BOARD. PROJECT ENDS OF SLEEVES 7/16" TO 1/2" BEYOND EACH FACE OF WALL. 5 MIN. 1/4" BEAD OF INTUMESCENT FIRESTOP SEALANT/CAULK5 TYP.7/16" TO 1/2" 1-HR OR 2-HR RATED WALL ASSEMBLY (2-HR SHOWN)6 CABLE BUNDLE7 INTUMESCENT FIRESTOP SEALANT/CAULK, FLUSH WITH EACH END OF SLEEVE; MINIMUM DEPTH 1"8 6 7 8 PACKING MATERIAL9 9 SECTION ELEVATION MAX. WALL OPENING DIAMETER: 14"1 ANNULAR SPACE: 0" MIN., 1 1/4" MAX.2 MINIMUM 1/2" BEAD OF INTUMESCENT FIRESTOP SEALANT/CAULK AT INTERFACE OF GYPSUM BOARD AND PENETRATING ITEM ( TYP. EA. SIDE)3 1-HR OR 2-HR RATED WALL ASSEMBLY (2-HR SHOWN)4 SECTION PACKING ITEM5 INTUMESCENT FIRESTOP SEALANT/CAULK IN ANNULAR SPACE, TOOLED FLUSH WITH FACE OF WALL (TYP. EA. SIDE) MIN. DEPTH: 1 1/4" AT 2-HR WALL; 5/8" AT 1-HR WALL 6 PENETRATING ITEM7 NOTE: PENETRATING ITEM SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY • • • • PENETRATING ITEM: MAXIMUM 12" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER) MAXIMUM 12" NOMINAL DIAMETER CAST IRON PIPE MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE OR TUBING MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT MAXIMUM 4" NOMINAL DIAMETER EMT 1-HOUR OR 2-HOUR RATED WALL ASSEMBLY: MIN. 2 1/2" X 20 GA. METAL STUDS @ 16" O.C. WITH TWO LAYERS 5/8" TYPE "X" GYPSUM BOARD EACH SIDE AT 2-HR RATED WALL, OR ONE LAYER 5/8" TYPE "X" GYPSUM BOARD EACH SIDE AT 1-HR RATED WALL INTUMESCENT FIRESTOP SEALANT/CAULK: HILTI FS-ONE INTUSMESCENT FIRESTOP SEALANT UL SYSTEM NO. W-L-1054 3M CP25WB+ CAULK UL SYSTEM NO. W-L-1146 F-RATING: 1-HR OR 2-HRT-RATING: 0-HR 1 2 4 5 6 37 ELEVATION MAX. WALL OPENING DIAMETER: 18"1 ANNULAR SPACE: 0" MIN., 1 7/8" MAX.2 MINIMUM 1/2" BEAD OF INTUMESCENT FIRESTOP SEALANT/CAULK AT INTERFACE OF GYPSUM BOARD AND PENETRATING ITEM ( TYP. EA. SIDE) 3 1-HR OR 2-HR RATED WALL ASSEMBLY (2-HR SHOWN)4 SECTION MAX. 2" THICK GLASS-FIBER INSULATION5 INTUMESCENT FIRESTOP SEALANT/CAULK IN ANNULAR SPACE, TOOLED FLUSH WITH FACE OF WALL (TYP. EA. SIDE) MIN. DEPTH: 1 1/4" AT 2-HR WALL; 5/8" AT 1-HR WALL 6 PENETRATING ITEM7 NOTE:PENETRATING ITEM SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY • • • PENETRATING ITEM: MAXIMUM 12" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 20 OR HEAVIER) MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE (REGULAR OR HEAVIER) MAXIMUM 6" NOMINAL DIAMETER COPPER TUBING (TYPE L OR HEAVIER) 1-HOUR OR 2-HOUR RATED WALL ASSEMBLY:MIN. 2 1/2" X 20 GA. METAL STUDS @ 16" O.C. WITH TWO LAYERS 5/8" TYPE "X" GYPSUM BOARD EACH SIDE AT 2-HR RATED WALL, OR ONE LAYER 5/8" TYPE "X" GYPSUM BOARD EACH SIDE AT 1-HR RATED WALL INTUMESCENT FIRESTOP SEALANT/CAULK:HILTI FS-ONE INTUSMESCENT FIRESTOP SEALANT UL SYSTEM NO. W-L-5029 F-RATING: 1-HR OR 2-HR T-RATING: 1/2-HR, 3/4-HR - ( SEE UL FIRE RESISTANCE DIRECTORY) 1 2 3 4 5 6 37 ELEVATION MAX. WALL OPENING DIAMETER: 2" LARGER THAN DIAMETER OF PENETRATING ITEM1 ANNULAR SPACE: 0" MIN., 1 7/8" MAX.2 MINIMUM 1/2" BEAD OF INTUMESCENT FIRESTOP SEALANT/CAULK AT INTERFACE OF GYPSUM BOARD AND PENETRATING ITEM 3 1-HR OR 2-HR RATED WALL ASSEMBLY (2-HR SHOWN)4 SECTION MAX. 2" THICK GLASS-FIBER INSULATION5 INTUMESCENT FIRESTOP SEALANT/CAULK IN ANNULAR SPACE, TOOLED FLUSH WITH FACE OF WALL (TYP. EA. SIDE) MIN. DEPTH: 1 1/4" AT 2-HR WALL; 5/8" AT 1-HR WALL 6 PENETRATING ITEM7 NOTE:PENETRATING ITEM SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY • • • PENETRATING ITEM: SIZE THAT CAN BE ACCOMMODATED IN WALL CAVITY, WITH MAXIMUM SIZE AS LISTED BELOW MAXIMUM 12" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 20 OR HEAVIER) MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE (REGULAR OR HEAVIER) MAXIMUM 6" NOMINAL DIAMETER COPPER TUBING (TYPE L OR HEAVIER) 1-HOUR OR 2-HOUR RATED WALL ASSEMBLY: MIN. 2-1/2" X 20 GA. METAL STUDS @ 16" O.C. WITH TWO LAYERS 5/8" TYPE "X" GYPSUM BOARD EACH SIDE AT 2-HOUR RATED WALL, OR ONE LAYER 5/8" TYPE "X" GYPSUM BOARD EACH SIDE AT 1-HOUR RATED WALL INTUMESCENT FIRESTOP SEALANT/CAULK:HILTI FS-ONE INTUSMESCENT FIRESTOP SEALANT UL SYSTEM NO. W-L-5029 (SIMILAR) 1 2 3 4 6 2 7 5 ELEVATION MAX. WALL OPENING DIAMETER: 2" LARGER THAN DIAMETER OF PENETRATING ITEM1 ANNULAR SPACE: 0" MIN., 1 1/4" MAX.2 MINIMUM 1/2" BEAD OF INTUMESCENT FIRESTOP SEALANT/CAULK AT INTERFACE OF GYPSUM BOARD AND PENETRATING ITEM 3 1-HR OR 2-HR RATED WALL ASSEMBLY (2-HR SHOWN)4 SECTION 5 INTUMESCENT FIRESTOP SEALANT/CAULK IN ANNULAR SPACE, TOOLED FLUSH WITH FACE OF WALL MIN. DEPTH: 1 1/4" AT 2-HR WALL; 5/8" AT 1-HR WALL 6 PENETRATING ITEM • • • • • PENETRATING ITEM: SIZE THAT CAN BE ACCOMMODATED IN WALL CAVITY, WITH MAXIMUM SIZE AS LISTED BELOWMAXIMUM 12" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER) MAXIMUM 12" NOMINAL DIAMETER CAST IRON PIPE MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE OR TUBINGMAXIMUM 6" NOMINAL DIAMETER STEEL CONDUITMAXIMUM 4" NOMINAL DIAMETER EMT 1-HOUR OR 2-HOUR RATED WALL ASSEMBLY: MIN. 2 1/2" X 20 GA. METAL STUDS @ 16" O.C. WITH TWO LAYERS 5/8" TYPE "X" GYPSUM BOARD EACH SIDE AT 2-HOUR RATED WALL, OR ONE LAYER 5/8" TYPE "X" GYPSUM BOARD EACH SIDE AT 1-HOUR RATED WALL INTUMESCENT FIRESTOP SEALANT/CAULK: HILTI FS-ONE INTUSMESCENT FIRESTOP SEALANT UL SYSTEM NO. W-L-1054 (SIMILAR)3M CP25WB+ CAULK UL SYSTEM NO. W-L-1146 (SIMILAR)F-RATING: 1-HR OR 2-HR T-RATING: 0-HR 1 2 3 4 5 3 6 ELEVATION MAX. OPENING SIZE: 395 SQUARE INCHES, MAX. DIMENSION 26 3/4" 1 RECTANGULAR SHEET METAL DUCT, MINIMUM 24 GAUGE, MAXIMUM SIZE 24" X 12", AND INSULATION2 ANNULAR SPACE: 1/4" MINIMUM, 1" MAXIMUM3 1-HR OR 2-HR RATED WALL ASSEMBLY (2-HR SHOWN)4 FRAME DUCT OPENING WITH MIN. 20 GA. METAL STUDS5 INTUMESCENT FIRESTOP SEALANT/CAULK IN ANNULAR SPACE, TOOLED FLUSH WITH FACE OF WALL (TYP. EACH SIDE); MIN. DEPTH: 1 1/4" AT 2-HR WALL; 5/8" AT 1-HR WALL 6 1-HOUR OR 2-HOUR RATED WALL ASSEMBLY: MINIMUM 2 1/2" X 20 GA. METAL STUDS @ 16" ON CENTER, WITH TWO LAYERS 5/8" TYPE "X" GYPSUM BOARD EACH SIDE AT 2-HR RATED WALL, OR ONE LAYER 5/8" TYPE "X" GYPSUM BOARD EACH SIDE AT 1-HR RATED WALL DUCT INSULATION:GLASS-FIBER INSULATION, MAXIMUM 1 1/2" THICKNESS, MINIMUM 3/4 POUND/CUBIC FOOT DENSITY, WITHFOIL-SCRIM-KRAFT FACING. COMPRESS INSULATION 50% THROUGH OPENING SO THAT ANNULAR SPACE = 1/4" MINIMUM, 1" MAXIMUM INTUMESCENT FIRESTOP SEALANT/CAULK:HILTI FS-ONE INTUSMESCENT FIRESTOP SEALANT UL SYSTEM NO. W-L-7059 F-RATING: 1-HR OR 2-HR T-RATING: 1/2 HR OR 3/4 HR 1 2 3 SECTION 4 5 5 2 ELEVATION MAX. WALL OPENING SIZE: 8"x8"1 ANNULAR SPACE: 1/4" MINIMUM 3/4" MAXIMUM 2 1-HR OR 2-HR RATED SHAFT WALL ASSEMBLY (2-HR SHOWN)3 INTUMESCENT FIRESTOP SEALANT/CAULK IN ANNULAR SPACE, 1" MINIMUM DEPTH, TOOLED FLUSH WITH FACE OF WALL4 PACKING MATERIAL5 6 1-HOUR OR 2-HOUR RATED WALL ASSEMBLY: 2 1/2", 4" OR 6" X MIN. 25 GAUGE METAL C-H STUDS @ 24" ON CENTER, WITH 1" GYPSUM COREBOARD ON SHAFT SIDE OF WALL, AND TWO LAYERS 5/8" TYPE "X" GYPSUM BOARD AT ACCESSIBLE SIDE OF WALL AT 2-HOUR RATED WALL, OR ONE LAYER 5/8" TYPE "X" GYPSUM BOARD AT ACCESSIBLE SIDE OF WALL AT 1-HOUR RATED WALL PENETRATING ITEM: SHEET METAL DUCT, MIN. 28 GAUGE, MAX. SIZE 7"x 7" SLEEVE:MAXIMUM 8"x8", MINIMUM 28 GAUGE SHEET METAL OR NO. 8 STEEL MESH, WITH 1" OVERLAP ALONG LONGITUDINAL SEAM; EXTEND FULL DEPTH OF WALL PACKING MATERIAL: MINERAL WOOL, MINIMUM 4 POUNDS/CUBIC FOOT DENSITY, MINIMUM THICKNESS 2 3/4" AT 2-HOUR WALL, 2 1/8" AT 1-HR WALL; TIGHTLY PACKED; RECESSED 1" AT ACCESSIBLE SIDE OF WALL INTUMESCENT FIRESTOP SEALANT/CAULK: HILTI FS-ONE INTUSMESCENT FIRESTOP SEALANTUL SYSTEM NO. W-L-7069 F-RATING: 1-HR OR 2-HRT-RATING: 0-HR 1 2 SECTION 3 6 4 5 1" MIN.SHAFT SLEEVE 7 PENETRATING ITEM 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:48 PM A761 Checker WALL PENETRATION NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - A761N.T.S. 4CABLE BUNDLE THRU RATED WALL A761N.T.S. 8METAL PIPE / CONDUIT THRU RATED WALLA761N.T.S. 12INSULATED METAL PIPE THRU RATED WALL A761N.T.S. 16INSULATED METAL PIPE THRU WALL MEMBRANE A761N.T.S. 6METAL PIPE/CONDUIT THRU WALL MEMBRANE A761N.T.S. 10UNINSULATED METAL DUCT THRU SHAFT WALL A761N.T.S. 14UNINSULATED METAL DUCT THRU SHAFT WALL SOLID WOOD BLOCKING OVER EACH DESIGNATED AREA SECURELY ATTACHED TO FRAMING TO SUPPORT NECESSARY LOADS 21 2 2x8 NOMINAL LUMBER, SHALL BE LOCATED BETWEEN 32" AND 39.25" ABOVE FINISH FLOOR FLUSH WITH WALL FRAMING 2 PLAN VIEW 2X STUD PER STRUCTURAL3 3 PLAN VIEW 23 PLAN VIEW 2 3 38 " m i n . 30" m a x 32" m a x pre f e r r e d 38" m a x 30" m a x p r e f . 32 " m a x Side Back SHOWER SECTIONS AGING IN PLACE: DOORBELL BUTTON 1. 2. 3. 4. 5. 1. 2. 3. 4. 5. AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED WITH REINFORCEMENT INSTALLED IN ACCORDANCE WITH THIS SECTION. WHERE THERE IS NO BATHROOM ON THE ENTRY LEVEL, AT LEAST ONE BATHROOM ON THE SECOND OR THIRD FLOOR OF THE DWELLING SHALL COMPLY WITH THIS SECTION. REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 8 INCH (51 MM BY 203 MM) NOMINAL LUMBER. [11/2 INCH BY 71/4 INCH (38 MM BY 184 MM) ACTUAL DIMENSION] OR OTHER CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32 INCHES (812.8 MM) AND 391/4 INCHES (997 MM) ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING. WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES (152.4 MM) ABOVE THE BATHTUB RIM. EXCEPTIONS: WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUNTED, FOLDAWAY OR SIMILAR ALTERNATE GRAB BAR REINFORCEMENTS APPROVED BY THE ENFORCING AGENCY. REINFORCEMENT SHALL NOT BE REQUIRED IN WALL FRAMING FOR PRE-FABRICATED SHOWER ENCLOSURES AND BATHTUB WALL PANELS WITH INTEGRAL FACTORY-INSTALLED GRAB BARS OR WHEN FACTORY-INSTALLED REINFORCEMENT FOR GRAB BARS IS PROVIDED.SHOWER ENCLOSURES THAT DO NOT PERMIT INSTALLATION OF REINFORCEMENT AND/OR GRAB BARS SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY. BATHTUBS WITH NO SURROUNDING WALLS, OR WHERE WALL PANELS DO NOT PERMIT THE INSTALLATION OF REINFORCEMENT SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS ADJACENT TO THE BATHTUB OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY. REINFORCEMENT OF FLOORS SHALL NOT BE REQUIRED FOR BATHTUBS AND WATER CLOSETS INSTALLED ON CONCRETE SLAB FLOORS. R327.1.1 REINFORCEMENT FOR GRAB BARS R327.1.2 ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROL HEIGHTS ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES (1219.2 MM) MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR. DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48 INCHES ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY. WHERE DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED ABOVE 48 INCHES MEASURED FROM THE EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEEDING 48 INCHES ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON OR CONTROL. R327.1.4 DOORBELL BUTTONS NOTE: INFORMATION AND/OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE OPERATION AND MAINTENANCE MANUAL IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.4. A771 1/2" = 1'-0" 8GRAB BAR REINFORCEMENT FOR AGING IN PLACE1 A771 12" = 1'-0" 10DOORBELL BUTTON1 A771 12" = 1'-0" 12ELECTRICAL RECEPTACLE OUTLETS1 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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL As indicated 10/23/2025 3:00:48 PM A771 Checker AGING-IN-PLACEDESIGN NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,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: ARCHITECTURE + DESIGN PDS STUDIO AHJ STAMP APPROVAL 12" = 1'-0" 10/23/2025 3:00:49 PM A781 Checker PRODUCTSPECIFICATIONS NEW 10-UNITSCONDOMINIUM 36-38 E COLORADO BLVD,ARCADIA CA 91007 - A781 12" = 1'-0" 1WATER HEATER. STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 &AND @ AT Ø DIAMETER A.B.ANCHOR BOLT A.C.I.AMERICAN CONCRETE INSTITUTE A.I.S.C.AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT.ALTERNATE ASSN.ASSOCIATION APPROX.APPROXIMATELY ARCH.ARCHITECTURAL A.S.T.M.AMERICAN STANDARD FOR TESTING AND MATERIALS A.W.S.AMERICAN WELDING SOCIETY (B), BOT.BOTTOM BET.BETWEEN BF BRACED FRAME BLDG.BUILDING BLK.BLOCK BLKG BLOCKING BM BEAM B.N.BOUNDARY NAILING B.S.BOTH SIDES C CHANNEL OF CAMBER CANT CANTILEVER CAT.CATALOG C.B.C.CALIFORNIA BUILDING CODE C.I.P.CAST-IN-PLACE CONCRETE C.J.CONSTRUCTION JOINT OR CEILING JOINT ℄, CL.CENTERLINE CLG.CEILING CLR.CLEAR C.M.U.CONCRETE MASONRY UNIT CO.COMPANY COL.COLUMN CONC.CONCRETE CONST. CONSTRUCTION CONT.CONTINUOUS CRIP.CRIPPLE CTR.CENTER CU.FT.CUBIC FEET CU.IN.CUBIC INCH CU.YD.CUBIC YARD d b BAR DIAMETER DBL.DOUBLE DET.DETAIL DIA.DIAMETER DIAG.DIAGONAL DIM.DIMENSION D.L.DEAD LOAD DN.DOWN DO.DITTO DWG.(S)DRAWING(S) (E)EXISTING EA.EACH EE.EACH END E.F EACH FACE E.J. EXPANSION JOINT EL.ELEVATION ELEV.ELEVATOR EMBED.EMBEDMENT E.N. EDGE NAILING ENGR.ENGINEER EMGRG.ENGINEERING EQ.EQUAL EQUIP.EQUIPMENT E.S. EACH SIDE ETC ET CETERA E.W. EACH WAY E-W EAST-WEST EXP.EXPANSION EXT.EXTERIOR F.D. FLOOR DRAIN FDN.FOUNDATION F.F. FINISH FLOOR F.G. FINISH GRADE FIN.FINISH F.J. FLOOR JOIST F.L.G.FLANGE FLR.FLOOR F.M.A. FACE MOUNT HANGER F.O. FACE OF F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F.P. FULL PENETRATION F.R.T.FIRE RETARDANT TREATED F.T. FEET OR FOOT FTG.FOOTING GA.GAUGE GALV.GALVANIZED G.B. GRADE BEAM GLB GLU-LAM BEAM GYP. BD.GYPSUM BOARD (H)HIGH HDR HEADER HGR HANGER HORIZ.HORIZONTAL H.S.B.HIGH STRENGTH BOLT HT.HEIGHT I.C..O.INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I.D.INSIDE DIAMETER I.F. INSIDE FACE IN.INCH(ES) INFO.INFORMATION INT.INTERIOR JT.JOINT JST.JOIST K.KIP (1,000 LBS) K/FT, K/'KIPS PER FOOT KSI KIPS PER SQUARE INCH (L)LOW LG.LONG LIN.LINEAR L.F.LIVE LOAD LONGIT.LONGITUDINAL L.S.LAG SCREW LT.WT.LIGHT WEIGHT M.B.MACHINE BOLT M.D.MID-DEPTH MATL.MATERIAL MAX.MAXIMUM MECH.MECHANICAL MEMB.MEMBRANE MFR.MANUFACTURER MIN.MINIMUM MISC.MISCELLANEOUS MTL.METAL (N)NEW N.A.NEUTRAL AXIS NO., #NUMBER N-S NORTH-SOUTH N.T.S.NOT TO SCALE O.C., O/C ON CENTER O.D.OUTSIDE DIAMETER O.F.OUTSIDE FACE OPNG.OPENING ORIG.ORIGINAL PEN PENETRATION PL.PLATE OF PROPERTY LINE PLYWD. PLYWOOD P.S.F., psf POUNDS PER SQUARE FOOT P.S.I., psi POUNDS PER SQUARE INCH P.T.POST-TENSIONING R.RADIUS R.D.ROOF DRAIN REF.REFERENCE REINF.REINFORCE(D) / REINFORCING REQD.REQUIRED R.R.ROOF RAFTER S.A.D.SEE ARCHITECTURAL DRAWINGS SCHED. SCHEDULE SEC.SECTION SHT.SHEET SIM.SIMILAR S.J.SLAB JOINT S.O.G.SLAB-ON-GRADE SPESC.SPECIFICATIONS SQ.SQUARE STAG.STAGGER(ED) STD.STANDARD STIFF STIFFENER ST'L STEEL STR.STRAIGHT SYM.SYMMETRICAL (T)TOP T & B TOP AND BOTTOM T & G TONGUE AND GROOVE THK.THICKNESS T.J.TRUSS JOIST T.O.C.TOP OF CONCRETE T.O.F.TOP OF FOOTING T.O.S.TOP OF SLAB(STEEL) TS STRUCTURAL TUBE TRANS. TRANSVERSE TYP.TYPICAL U.B.C.UNIFORM BUILDING CODE U.N.O.UNLESS NOTED OTHERWISE VERT.VERTICAL VARI.VARIOUS V.I.F.VERIFY IN FIELD W/WITH WD WOOD W/O WITHOUT W.J.WALL JOINT W.P.F.WATERPROOF MEMBRANE WT.WEIGHT W.W.F WELDED WIRE FABRIC S100 GENERAL NOTES & INFO. S101 GENERAL NOTES & INFO. S110 TYP. DETAILS S120 TYP. DETAILS S121 TYP. DETAILS S122 TYP. DETAILS S123 TYP. DETAILS S124 TYP. DETAILS S200 UNIT 1# ~ UNIT 5# FOUNDATION PLAN S201 UNIT 1# ~ UNIT 5# 2ND FLOOR FRAMING PLAN S202 UNIT 1# ~ UNIT 5# 3RD FLOOR FRAMING PLAN S203 UNIT 1# ~ UNIT 5# ROOF FRAMING PLAN S204 UNIT 6# ~ UNIT 10# FOUNDATION PLAN S205 UNIT 6# ~ UNIT 10# 2ND FLOOR FRAMING PLAN S206 UNIT 6# ~ UNIT 10# 3RD FLOOR FRAMING PLAN S207 UNIT 6# ~ UNIT 10# ROOF FRAMING PLAN S300 DETAILS (FOUNDATION) S310 DETAILS (WOOD) S311 DETAILS (WOOD) S312 DETAILS (WOOD) S320 HFX-1 S321 HFX-2 S322 HFX-3 1.ALL WORK SHALL CONFORM TO THE CBC 2022. 2.THE FOLLOWING NOTES AND ALL OTHER TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE. 3.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 4.FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO THE DETAILS SHOWN FOR THE RESPECTIVE MATERIALS. 5.IN CASES WHERE NO SPECIFIC REFERENCES, DETAILS, OR INDICATIONS ARE PROVIDED FOR A PARTICULAR LOCATION ON THE PLANS, REFER TO SIMILAR LOCATIONS OR RELATED AREAS FOR GUIDANCE. AT A MINIMUM, FOLLOW THE DETAILS PROVIDED IN OUR DETAIL SHEETS. UNDER NO CIRCUMSTANCES SHOULD ASSUMPTIONS BE MADE FOR THE SIMPLEST SOLUTION, AS THE TYPICAL DETAILS OUTLINED IN OUR DRAWINGS REPRESENT THE MINIMUM REQUIREMENTS. ADDITIONALLY, NOTE THAT IN SOME CASES, THESE TYPICAL DETAILS MAY ALSO APPLY TO SPECIAL SITUATIONS, EVEN IF NO DIRECT REFERENCE IS PROVIDED. 6.PROVIDE OPENINGS AND SUPPORTS FOR MECHANICALS EQUIPMENT, DUCTS, PIPING, VENTS AND ETC., AS REQUIRED. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL OPENINGS AND EQUIPMENT WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. ALL SUSPENDED EQUIPMENT TO BE PROVIDED WITH APPROVED ALL BRACING. 7.CONTRACTOR MUST CLARIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE COMMENCING WORK. ARCHITECT SHALL BE INFORMED AND NOTIFIED ANY TYPE OF DISCREPANCIES. 8.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 9.ALL EXISTING SYSTEMS INDICATED IN THIS STRUCTURAL SET ARE TO BE RETAINED. THESE ITEMS ARE NOT INCLUDED IN THE SCOPE OF WORK FOR THIS STRUCTURAL SET. THEY WERE DESIGNED BY THE ORIGINAL ENGINEER IN ACCORDANCE WITH THE BUILDING CODES AND STANDARDS IN EFFECT AT THE TIME OF THEIR DESIGN. 10.DESIGN MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE. PROVIDED PRIOR TO APPROVAL IS OBTAINED FROM THE OWNER, ARCHITECT/ENGINEER, AND THE APPLICABLE GOVERNING CODE AUTHORITY. 11.CONTINUOUS INSPECTION BY A LOS ANGELES CITY LICENSED DEPUTY INSPECTOR IS REQUIRED FOR ALL STRUCTURAL CONNECTIONS, FOOTINGS, GRADE BEAMS, AND RETAINING WALLS DURING INSTALLATION. 12.THE STRUCTURAL DESIGN OF THE EXISTING(E) PORTION(S) OF THE BUILDING(S) IS NOT WITHIN THE PROJECT'S STRUCTURAL SCOPE OF WORK. IF THERE IS A CONFLICT BETWEEN ANY STATEMENTS IN THIS SET OF DRAWINGS AND THIS CLAUSE, THIS CLAUSE SHALL PREVAIL. 13.THE GENERAL CONTRACTOR (GC) ACKNOWLEDGES THAT ENGINEERING DRAWINGS ARE PREPARED WITHIN STANDARD INDUSTRY TOLERANCES AND MAY NOT CAPTURE EVERY ON-SITE CONSTRUCTION CONSTRAINT. DURING CONSTRUCTION, IT IS COMMON FOR CONTRACTORS, EITHER INDEPENDENTLY OR AS DIRECTED BY THE STRUCTURAL ENGINEER, TO MAKE MINOR ADJUSTMENTS TO ENSURE COMPLIANCE WITH MINIMUM CODE REQUIREMENTS AND TO IMPLEMENT ALTERNATIVE STRUCTURAL CONNECTION SOLUTIONS AS NEEDED FOR FEASIBILITY. THESE ADJUSTMENTS, SUCH AS MODIFYING CONNECTION DETAILS TO SUIT SITE CONDITIONS OR ADDING SMALL REINFORCEMENT ELEMENTS, ARE STANDARD INDUSTRY PRACTICE AND DO NOT CONSTITUTE ERRORS OR OMISSIONS IN THE ENGINEER’S PERFORMANCE. THE GC IS EXPECTED TO ACCOUNT FOR THESE INDUSTRY-STANDARD TOLERANCES IN THEIR BID, AS THEY ARE PART OF THE NORMAL CONSTRUCTION PROCESS AND SHOULD NOT RESULT IN ADDITIONAL COST CLAIMS. 14.DESIGN CRITERIA VERTICAL LIVE LOADS : ROOF 15 PSF FLOOR 40 PSF BALCONY 60 PSF CORRIDOR 100 PSF VERTICAL DEAD LOADS : ROOF 23 PSF FLOOR(W/O L.W. CONC.) 15 PSF FLOOR(W/ L.W. CONC.) 25 PSF BALCONY 20 PSF WIND DESIGN DATA BASIC WIND SPEED : 110 mph WIND IMPORTANCE FACTOR : 1.0 WIND EXPOSURE EACH DIRECTION : B INTERNAL PRESSURE COEFFICIENT : ±0.18 COMPONENTS AND CLADDING EARTHQUAKE DESIGN DATA SEISMIC IMPORTANCE FACTOR (I) : 1.0 RISK CATEGORY : II MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss : 1.970g S1 : 0.726g SITE CLASS : D SPECTRAL RESPONSE COEFFICIENTS SDS : 1.576g SD1 : 0.823g SEISMIC DESIGN CATEGORY : D SEISMIC FORCE RESISTING SYSTEM LIGHT-FRAMED WALL SHEATHED WITH WOOD STRUCTURAL PANEL : R=6.5 EQUIVALENT LATERAL FORCE PROCEDURE REDUNDANCY FACTOR USED : 1.3 GENERAL NOTES 1.SOIL REPORT WAS PREPARED BY (CO. NAME) CAL LAND ENGINEERING & ASSOCIATES, INC. (FILE NO.) 25-019-001GE (DATE) FEBRUARY 19, 2025 (TEL.) 714-671-1050 2.ALLOWABLE FOUNDATION PRESSURE USED IN THE DEVELOPMENT AND DESIGN OF FOOTING IS 2000 PSF PER SOIL REPORT. 3.ALL EARTHWORK SHALL BE DONE ACCORDING TO SOILS REPORT ATTACHED. 4.FOUNDATIONS SHALL BE THE SIZE AND TYPE AS INDICATED ON THE DRAWINGS. 5.ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOILS ENGINEER PRIOR TO THE PLACEMENT OF ANY FILL OR REINFORCING STEEL. 6.SUBSOIL BELOW SLABS AND FOOTINGS SHALL BE PRESOAKED FOR 48 HOURS PRIOR TO PLACING CONCRETE. 7.CONCRETE CONTRACTOR TO INSURE A TRUE LEVEL FOUNDATION PRIOR TO PLACING CONCRETE. 8.CONCRETE CONTRACTOR TO VERIFY AND LOCATE ALL DOOR OPENING AND AVOID PLACEMENT OF ANCHOR BOLTS IN THESE LOCATION. 9.ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 10.THE CONCRETE CONTRACTOR SHALL BACKFILL ALL RETAINING WALLS. 11.CONCRETE CONTRACTOR TO FURNISH BOLTS, NETTING AND STEEL AS REQUIRED BY THE CONCRETE DETAILS AND DRAWING. 12.SEISMIC DESIGN SHALL BE BASED ON SOIL PROFILE TYPE SD, AS RECOMMENDED. 13.FOOTINGS SHALL BE EMBEDDED ENTIRELY EITHER ON NATURAL SOIL OR RECOMMENDED BEARING MATERIAL. 14.THE BUILDING DESIGN SHALL INCORPORATE PROVISIONS FOR ANTICIPATED DIFFERENTIAL SETTLEMENTS IN EXCESS OF ONE-FOURTH INCH. 15.THE SOILS ENGINEER SHALL INSPECT ALL EXCAVATIONS TO DETERMINE THAT CONDITIONS ANTICIPATED IN THE REPORT HAVE BEEN ENCOUNTERED AND TO PROVIDE ANY RECOMMENDATIONS FOR THE CORRECTION OF HAZARDS FOUND DURING FOUNDATION EXCAVATIONS. 16.ALL MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM 90 PERCENT OF MAXIMUM DRY DENSITY OF THE FILL MATERIAL PER THE LATEST VERSION OF ASTM D 1557. WHERE COHESION LESS SOIL HAS LESS THAN 15 PERCENT FINER THAN 0.005 MILLIMETERS USED FOR FILL, IT SHALL BE COMPACTED TO MINIMUM OF 95 PERCENT RELATIVE COMPACTION BASED ON MAXIMUM DRY DENSITY. PLACEMENT OF GRAVEL IN LIEU OF COMPACTED FILL IS ALLOWED ONLY IF COMPLYING WITH SECTION 91.7011.3 OF THE CODE. 17.PRIOR TO POURING OF CONCRETE, A REPRESENTATIVE OF THE CONSULTING SOILS ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. 18.A STRUCTURE SHALL BE CONSIDERED SURCHARGING AN EXCAVATION IF THE STRUCTURE IS LOCATED WITHIN A HORIZONTAL DISTANCE FROM THE TOP OF THE EXCAVATION EQUAL TO THE DEPTH OF THE EXCAVATION. 19.ALL ROOF AND PAD DRAINAGE SHALL BE CONDUCTED TO THE STREET IN AN ACCEPTABLE MANNER. 20.PRIOR TO EXCAVATION, AN INITIAL INSPECTION SHALL BE CALLED AT WHICH TIME THE SEQUENCE OF SHORING (IF REQUIRED) PROTECTION FENCES AND TRAFFIC CONTROL WILL BE SCHEDULED. 21.IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION REPORT MAY BE REQUIRED. 22.VERIFY THE DEPTH OF THE EXISTING FOUNDATION. IF THE FOUNDATION DEPTH IS LESS THAN THE CURRENT CODE REQUIREMENTS, IT FALLS OUTSIDE THE STRUCTURAL ENGINEER'S EXPERTISE TO ASSESS ITS FEASIBILITY. IN SUCH CASES, CONSULTATION WITH A LICENSED GEOTECHNICAL ENGINEER IS RECOMMENDED. FOUNDATIONS 1.CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM S-150, TYPE II. 2.AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33. 3.DOWELS FOR WALL SHALL BE SAME SIZE AND SPACING AS THE WALL REINFORCEMENT AND SHALL LAP WITH THE WALL REBAR AS NOTES ABOVE UNLESS NOTED OTHERWISE. 4.ANCHOR BOLTS, DOWELS, INSERTS ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO THE POURING OF ANY CONCRETE OF GROUT. 5.ALL EXCAVATIONS SHALL BE FREE OF LOOSE DIRT, WATER OR DEBRIS PRIOR TO POURING CONCRETE. 6.ALL FORMS SHALL BE CONSTRUCTED AS TO MAINTAIN THE REQUIRED POSITION AND SHAPE DURING AND AFTER THE PLACING OF CONCRETE AND BE SUFFICIENTLY TIGHT TO PREVENT THE LEAKAGE OF CONCRETE. 7.NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE SLABS OR WALLS UNLESS SPECIFICALLY DETAILED. 8.ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. 9.STRUCTURAL CONCRETE ARE ALL NORMAL WEIGHT CONCRETE U.N.O. AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AND A MAX WATER/CEMENT RATIO AS BELOW: STRUCTURAL MEMBER:STRENGTH: FOUNDATION 3,000 PSI SLAB ON GRADE 3,000 PSI 10.PNEUMATICALLY PLACED CONCRETE SHALL HAVE A-28-DAY STRENGTH OF 3000psi MATERIALS, PROPORTIONING AND APPLICATION, SHALL CONFORM WITH ACI STANDARD 506,2-77. THE CONCRETE SHALL BE PLACED BY A QUALIFIED CONTRACTOR AND UNDER CONTINUOUS INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR. CONCRETE(CAST-IN-PLACE) WOOD FRAMES 1.ALL REINFORCING STEEL STRENGTH SHALL BE fy = 60ksi (GRADE 60). 2.ALL REINFORCING SHALL BE A.S.T.M. A-615-60 REGARDLESS OF BAR SIZE. WELDING WIRE FABRIC TO BE A.S.T.M. A-185, LAP 1-1/2 SPACES, 9"MIN. FOR STRUCTURAL SLABS. 3.ALL BARS SHALL BE DEFORMED AS PER A.S.T.M. A-305. 4.ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 5.ALL BENDS SHALL BE MADE COLD. 6.SPLICING OF BARS SHALL HAVE LAPPING OF 40 DIA. OR 2'-0" MIN. IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED ON PLANS, MASONRY REINFORCEMENT SHALL HAVE LAPPING OF 40 DIAMETER OF 2' MIN. 7.ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE. 8.CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE BASED ON ACI 318-14 COVER SHALL BE AS : A. POURED AGAINST EARTH .............................................3" B. POURED AGAINST FORM BELOW GRADE ...................2" C. FORMED SLABS ................................................1" D. SLABS ON GRADE (FROM TOP TO SLAB) ....................1" E. WALL EXPOSED TO WEATHER ...................................1" F. WALL NOT EXPOSED TO WEATHER ..............................1" 9.WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4 USING PROPER LOW HYDROGEN ELECTRODES. 10.ALL FIELD WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY WELDERS SPECIFICALLY CERTIFIED FOR REINFORCING STEEL. 11.MIN. RE-BAR SPACING KEEP 1.5d 12.ALL LONGITUDINAL REINFORCING IN DUCTILE COLUMNS, DUCTILE BEAMS. ALL VERTICAL REINFORCING IN SHEAR WALLS, AND ALL REINFORCING MARKED "SDQ" SHALL BE LOW-ALLOY STEEL DEFORMED ASTM A706. BILLET STEEL ASTM A615, GRADE 60 REINFORCEMENT MAY BE USED IN THESE MEMBERS IF (1) THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI, AND (2) THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRENGTH TO THE ACTUAL TENSILE YIELD STRENGTH IS NOT LESS THAN 1. 25. WELDING OF REINFORCING BARS WHERE SHOWN ON DRAWINGS SHALL COMPLY WITH AWS D1 .4 STRUCTURAL WELDING CODE -REINFORCING STEEL. IF MILL REPORTS ARE NOT AVAILABLE, THE REINFORCING SHALL BE TESTED PER THE SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. REINFORCING STEEL ABBREVIATIONS RESEARCH REPORTS SHEET INDEX -SIMPSON STRONG-TIE(A SERIES, A34, A35, LTP4, LTP5, FC, HH, L, LS AND Z STRUCTURAL ANGLES, CLIPS AND PLATES FOR WOOD FRAMING ER-112 CITY OF LA RR#25814 -SIMPSON STRAP (CMST, MST, HST AND LSTA) ESR-2105 CITY OF LA RR#25713 -SIMPSON HOLD-DOWN (HDU, HDQ8, HHDQ AND PHD)ESR-2330 CITY OF LA RR#25720 -SIMPSON CCQ & ECCQ ESR-2604 CITY OF LA RR#25714 -SIMPSON SET-3G EPOXY ESR-4844, ESR-4507 CITY OF LA RR#25744 -SIMPSON TITAN HD ESR-2713 CITY OF LA RR#25741 -SIMPSON STRONG-WALL ESR-2652 CITY OF LA RR#25730 -HARDY FRAME PANEL AND HARDY FRAME BRACE ESR-2089 CITY OF LA RR#25759 -MICROLLAMS, PARALLAMS, TIMBERSTRAND ESR-1387 CITY OF LA RR#25202 -OPEN-WEB TRUSS (REDBUILT)ESR-1774 CITY OF LA RR# -TJI TRUSS JOIST ESR-1153 CITY OF LA RR# 1.ALL LUMBER TO BE STRESS GRADE, DOUGLAS FIR LARCH(DF), AS SHOWN BELOW PLANS PER NDS 2018 UNLESS OTHER WISE INDICATE ON A. JOISTS AND RAFTER : DF #2 GRADE B. 2"-4" BEAM : DF #1 GRADE : DF #2 GRADE FOR HEADER U.N.O. C. 5"x5" LARGER BEAM : DF #1 GRADE : PSL 2.0E : LVL 2.0E : GLB 24-V4 U.N.O. (W/ TYP. CAMBERS BY MANUFACTURERS) D. STUDS : DF #2 GRADE E. POST AND COLUMN : DF #1 GRADE 2.MOISTURE CONTENT OF STRUCTURAL LUMBER: MOISTURE CONTENT OF WOOD AT TIME OF PLACEMENT SHALL NOT EXCEED 19%. PROVIDE GRADE-MARKED DOUGLAS FIR STRUCTURAL LUMBER COMPLYING WITH STANDARD GRADING RULE NUMBER 18 OF THE WEST COAST LUMBER INSPECTION BUREAU. ALL LUMBER SHALL BE STAMPED EITHER "S-DRY", "KD" OR "KD-HT". ALL STRUCTURAL MEMBERS SHALL NOT EXCEED THE MAXIMUM MOISTURE CONTENT (MMC) REQUIREMENTS AS LISTED BELOW PRIOR TO THE INSTALLATION OF NON-STRUCTURAL ELEMENTS, INCLUDING BUT NOT LIMITED TO WEATHER BARRIER, DRYWALL, AND FACADE. IT IS UNDERSTOOD BY THE CONTRACTOR AND OWNER THAT THE ENGINEER HAS NO CONTROL OVER THE PURCHASE OF LUMBER. IT IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO ENSURE THE PURCHASE OF LUMBER WITH THE CORRECT LUMBER MARK. CONTRACTOR TO CONDUCT MOISTURE TESTING IN THE PRESENCE OF A DEPUTY INSPECTOR, USING A MOISTURE METER EQUIPPED WITH A ONE-INCH NEEDLE, INSERTED INTO THE LUMBER AT NINE DESIGNATED LOCATIONS (THREE JOISTS, THREE TOP PLATES, & THREE SILL PLATES) AT EACH FLOOR LEVEL. LOCATIONS TO BE REVIEWED AND APPROVED BY S.E.O.R. MOISTURE LEVELS TO BE MEASURED WITHIN SEVEN DAYS PRIOR TO THE INSTALLATION OF DRYWALL OR DENS BOARD TO DEMONSTRATE THAT MOISTURE CONTENT IS AT OR BELOW THE REQUIRED PERCENTAGE. IT IS UNDERSTOOD BY THE CONTRACTOR AND OWNER THAT ANY LUMBER, IF BROUGHT TO THE SITE ABOVE THE FINAL REQUIRED MMC, IS REQUIRED TO BE DRIED ON SITE BEFORE OR DURING FRAMING AND MUST REMAIN DRY. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO ACHIEVE THE REQUIRED FINAL MMC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY STRUCTURAL AND NON-STRUCTURAL DAMAGE RESULTING FROM SHRINKAGE CAUSED BY LUMBER RECEIVING FINISHES WITHOUT PASSING THE SPECIFIED MOISTURE TEST. THE CONTRACTOR IS RESPONSIBLE FOR INCORPORATING THIS MOISTURE TESTING INTO THE CONSTRUCTION SCHEDULE TO ACCOMMODATE VARIOUS WEATHER CONDITIONS. 3.DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS, UNLESS OTHERWISE NOTED, AND ALSO NAILED TOGETHER WITH 16d NAILS @9" O.C.. 4.UNLESS OTHERWISE NOTED ALL NAILING SHALL CONFORM TO THE NAILING SCHEDULE REQUIRED BY THE LOCAL DEPARTMENT OF THE BUILDING AND SAFETY. 5.CROSS BRIDGE FLOOR JOISTS AT 8'-0" MAXIMUM INTERVALS, MORE THAN 8" DEEP. 6.UNLESS OTHERWISE INDICATED, RAFTERS AND JOIST SHALL BE SPLICED AT SUPPORTS WITH A MINIMUM OF 4" OF LAP AND 4-16d NAILS. 7.TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES OF 2x4 PLATES. SPLICES TO LAP 4'-0" MINIMUM AND BE NAILED WITH 12-16d NAILS MINIMUM EACH SIDE OF JOINT. 8.PROVIDE SOLID 2x BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER. 9.USE 1x6 LET IN BRACE @25'-0" O.C. MINIMUM COVER 4 STUDS. 10.ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, PLASTER ETC.. 11.EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE DOUGLAS FIR PLYWOOD ASSOCIATION. 12.WOOD STRUCTURAL PANELS SHALL COMPLY WITH U.S. PRODUCT STANDARDS FOR ITS TYPE IN PS 1 OR PS 2 AND BE CLASSIFIED AS EXPOSURE 1. AS A MINIMUM ALL WOOD STRUCTURAL PANELS SHALL BE APA RATED SHEATHING UNLESS NOTED OTHERWISE ON PLANS AND DETAILS. 13.ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. 14.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY DETAILED. 15.SHEATHING AND SHEAR WALLS SHALL BE INSPECTED AND APPROVED PRIOR TO COVERING. 16.BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. 17.HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; AND HOLD-DOWN SHALL BE FINGER TIGHT AND 1/2 WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE STEEL PLATE WASHERS ON THE POST ON THE OPPOSITE SIDE OF THE ANCHORAGE DEVICE. PLATE SIZE SHALL BE A MINIMUM OF 0.299 INCH BY 3 INCHES BY 3 INCHES. 18.ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE AND GROOVE OR BLOCKED PANEL EDGES. 19.ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX. 20.BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE STANDARD CUT WASHER UNDER HEAD AND NUT UNLESS OTHERWISE NOTED. 21.HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 22.FASTENERS IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. 23.PROVIDE LEAD HOLE 40% -70% OF THREADED SHANK DIAMETER AND FULL DIAMETER FOR SMOOTH SHANK PORTION. GENERAL NOTES & INFO. S100 STATEMENT OF SPECIAL INSPECTIONS 1.CONTINUOUS AND PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE WORK AS DESCRIBED IN CBC 2022 CHAPTER 17. SEE INSPECTION SCHEDULE BELOW. ONLY CHECKED ITEMS ARE REQUIRED. 2.CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR FIELD WELDING, CONCRETE STRENGTH f'c > 2500 psi, HIGH STRENGTH BOLTING, SPRAYED-ON FIREPROOFING, ENGINEERED MASONRY, HIGH-LIFT GROUTING, PRE-STRESSED CONCRETE, HIGH LOAD DIAPHRAGMS AND SPECIAL MOMENT-RESISTING CONCRETE FRAMES. (1704 & CHAPTERS 19, 21, AND 22) 3.FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD. (2304.11.2.4) 4.WELDING : FIELD WELDING TO BE DONE BY WELDERS CERTIFIED BY THE DBS FOR (STRUCTURAL STEEL) (REINFORCING STEEL) (LIGHT GAUGE STEEL). CONTINUOUS INSPECTION BY DEPUTY INSPECTOR IS REQUIRED. -CONTINUOUS INSPECTION IS REQUIRED IN ACCORDANCE WITH TABLE 1704.3. -PERIODIC SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH SECTION 1704.3 AND TABLE 1704.3. -SHOP WELDS MUST BE PERFORMED IN A DBS LICENSED FABRICATOR'S SHOP. 5.DBS LICENSED FABRICATOR IS REQUIRED FOR (TRUSSES), (STRUCTURAL STEEL), 6.GLULAM BEAMS MUST BE FABRICATED IN THE DBS LICENSED SHOP. IDENTIFY GRADE SYMBOL AND LAMINATION SPECIES PER T 5-A, 2018 NDS SUPP. 7.PROVIDE LEAD HOLE 40% - 70% OF THREADED SHANK DIA. AND FULL DIA. FOR SMOOTH SHANK PORTION. 2018 NDS. 8.PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER FASTENING TO COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM. SPECIAL INSPECTION SHEATHING IS 4 INCHES ON CENTER OR LESS. (1707.3) 9.CONTROLLED ACTIVITY INSPECTION IS REQUIRED FOR (BUILDINGS OVER 5 STORIES) (BUILDINGS OVER 50,000 SF FT OF GROUND FLOOR AREA) (BUILDINGS OVER 200,000SF FT. OF FLOOR AREA) 1704.19. 10.THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE DBS, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. 11.A COPY OF THE LOS ANGELES RESEARCH REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 12.PROVIDE SPECIAL INSPECTION FOR THE EPOXY BOLTS. STRUCTURAL OBSERVATIONS TABLE 2304.10.1 DESCRIPTION OF BUILDING ELEMENTS 1. Blocking between ceiling joists, rafters or trusses to top plate or other framing below 3-8d common(2 12"x0.131"); or 3-10d box (3"x0.128"); or 3-3"x0.131" nails Roof Each end, toenail 2-8d common(2 12"x0.131") 2-3"x0.131" nails Each end, toenail End nail Blocking between rafters or truss not at the wall top plate, to rafter or truss 2-16d common(3 12"x0.162") 3-3"x0.131" nails NUMBER AND TYPE OF FASTENER SPACING AND LOCATION End nail16d common(3 12"x0.162") @ 6"o.c 3"x0.131" nails @ 6"o.cFlat blocking to truss and web filler Face nail 3-8d common (2 12"x0.131"); or 4-10d box (3"x0.128"); or 4-3"x0.131" nails 2. Ceiling joists to top plate Face nail 3-16d common (3 12"x0.162"); or 4-10d box (3"x0.128"); or 4-3"x0.131" nails 3. Ceiling joist not attached to parallel rafter. laps over partitions (no thrust) (see Section 2308.7.3.1, Table 2308.7.3.1) Face nailPer Table 2308.7.3.14. Ceiling joist attached to parallel rafter (heel joint) (see Section 2308.7.3.1, Table 2308.7.3.1) Face nail 3-10d common (3"x0.148"); or 4-10d box (3"x0.128"); or 4-3"x0.131" nails 5. Collar tie to rafter Face nail 3-10d common (3"x0.148"); or 3-16d box (3 12"x0.135"); or 4-10d box (3"x0.128"); or 4-3"x0.131" nails 6. Rafter or roof truss to top plate (see Section 2308.7.5, Table 2308.7.5) End nail 2-16d common (3 12"x0.162"); or 3-10d box (3"x0.128"); or 3-3"x0.131" nails Toenail 3-10d common (3 12"x0.148"); or 3-16d box (3 12"x0.135"); or 4-10d box (3"x0.128"); or 4-3"x0.131" nails 7. Roof rafters to ridge valley or hip rafters; or roof rafter to 2-inch ridge beam 24"o.c. face nail16d common (3 12"x0.162"); 16"o.c. face nail10d box (3"x0.128"); or 3"x0.131" nails 8. Stud to stud (not at braced wall panels) 16"o.c. face nail16d common (3 12"x0.162"); or 12"o.c. face nail16d common (3 12"x0.135"); or 12"o.c. face nail3"x0.131" nails 9. Stud to stud and abutting studs at intersecting wall cornets (at braced wall panels) 16"o.c. each edge, face nail16d common (3 12"x0.162"); or 12"o.c. each edge, face nail16d box (3 12"x0.135")10. Built-up header (2" to 2" header) Toenail4-8d common (2 12"x0.131"); or 4-10d box (3"x0.128")11. Continuous header to stud 16"o.c. face nail16d common (3 12"x0.162"); or 12"o.c. face nail10d box (3"x0.128"); or 3"x0.131" nails 12. Top plate to top plate Each side of end joint, face nail (minimum 24" lap splice length each side of end joint) 8-16d common (3 12"x0.162"); or 12-10d box (3"x0.128"); or 12-3"x0.131" nails13. Top plate to top plate, at end joints 16"o.c. face nail16d common (3 12"x0.162"); or 12"o.c. face nail16d box (3 12"x0.135"); or 3"x0.131" nails 14. Bottom plate to joist, rim joist, band joist or blocking (not at braced wall panels) 16"o.c. face nail 2-10d common (3 12"x0.162"); or 3-10d box (3 12"x0.135"); or 4-3"x0.131" nails 15. Bottom plate to joist, rim joist, band joist or blocking at braced wall panels Toenail 4-8d common (2 12"x0.131"); or 4-10d box (3"x0.128"); or 4-3"x0.131" nails End nail 2-16d common (3 12"x0.162"); or 3-10d box (3"x0.128"); or 3-3"x0.131" nails 16. Stud to top or bottom plate End nail 2-16d common (3 12"x0.162"); or 3-10d box (3"x0.128"); or 3-3"x0.131" nails 17. Top or bottom plate to stud Face nail 2-16d common (3 12"x0.162"); or 3-10d box (3"x0.128"); or 3-3"x0.131" nails 18. Top plates, laps at corners and intersections Wall Face nail 2-8d common (2 12"x0.131"); or 2-10d box (3"x0.128"); or 2-3"x0.131" nails 19. 1" brace to each stud and plate Face nail2-8d common (2 12"x0.131"); or 2-10d box (3"x0.128") 20. 1"x6" sheathing to each bearing Face nail3-8d common (2 12"x0.131"); or 3-10d box (3"x0.128") 21. 1"x8" and wider sheathing to each bearing Floor 22. Joist to sill, top plate, or girder 3-8d common(2 12"x0.131"); or floor 3-10d box (3"x0.128"); or 3-3"x0.131" nails Toenail 23. Rim joist, band joist, or blocking to top plate, sill or other framing below 8d common(2 12"x0.131"); or 10d box (3"x0.128"); or 3"x0.131" nails 6"o.c. toenail Face nail2-8d common (2 12"x0.131"); or 2-10d box (3"x0.128")24. 1"x6" subfloor or less to each joist Face nail2-16d common (3 12"x0.162")25. 2" subfloor to joist or girder Each bearing, face nail2-16d common (3 12"x0.162")26. 2" planks (plank & beam - floor & roof) 24"o.c. face nail at top and bottom staggered on opposite sides 10d box (3"x0.128"); or 3"x0.131" nails Ends and at each splice, face nail And: 2-20d common (4"x0.192"); or 3-10d box (3"x0.128"); or 3-3"x0.131" nails 32"o.c. face nail at top and bottom staggered on opposite sides20d common (4"x0.192") 27. Built-up girders and beams. 2" lumber layers 28. Ledger strip supporting joists or rafters 3-16d common(3 12"x0.162"); or 4-10d box (3"x0.128"); or 4-3"x0.131" nails Each joist or rafter, face nail 29. Joist to band joist or rim joist 3-16d common(3 12"x0.162"); or 4-10d box (3"x0.128"); or 4-3"x0.131" nails End nail 30. Bridging or blocking to joist, rafter or truss 2-8d common(2 12"x0.131"); or 2-10d box (3"x0.128"); or 2-3"x0.131" nails Each end, toenail Wood structural panels (WSP), subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing. 6d common or deformed (2"x0.113") (subfloor and wall) Edges (inches) Intermediate supports (inches) 6 12 8d box or deformed (2 12"x0.113") (roof)6 12 2 38"x0.113" nail (subfloor and wall)6 12 2 38"x0.113" nail (roof)4 8 31. 38" - 12" 8d common (2 12"x0.131"); or 6d deformed (2"x0.113")6 12 2 38"x0.113" nail 4 8 32. 1932" - 34" 10d common (3"x0.148"); or 8d deformed (2 12"x0.131")6 1233. 78" - 1 14" Other exterior wall sheathing 1 12" galvanized roofing nail (716" head diameter)34. 12" fiberboard sheathingb 3 6 1 34" galvanized roofing nail (716" diameter head)35. 2532" fiberboard sheathingb 3 6 Wood structural panels, combination subfloor underlayment to framing 8d common (2 12"x0.131"); or 6d deformed (2"x0.113")6 1236. 34" and less 8d common (2 12"x0.131"); or 8d deformed (2 12"x0.131")6 1237. 78" - 1" 10d common (3"x0.148"); or 8d deformed (2 12"x0.131")6 1238. 1 18" - 1 14" Panel siding to framing 6d corrosion-resistant siding (1 78"x0.106"); or 6d corrosion-resistant casing (2"x0.099")39. 12" or less 6 12 8d corrosion-resistant siding (2 38"x0.128"); or 8d corrosion-resistant casing (2 12"x0.113")40. 58"6 12 Interior paneling 4d casing (1 12"x0.080"); or 4d finish (1 12"x0.072")6 1241. 14" 6d casing (2"x0.099"); or 6d finish (Panel supports at 24 inches)42. 38"6 12 WOOD FRAMES - (FASTENING SCHEDULE) STRUCTURAL OBSERVATION PROGRAM AND DESIGNATION OF THE STRUCTURAL OBSERVER PROJECT ADDRESS: Description of Work: Owner:Architect:Engineer: STRUCTURAL OBSERVATION (only checked items are required) Firm or Individual to be responsible for the Structural Observation: Name:Calif. Registration: FOUNDATION WALL FRAME DIAPHRAGM Footing, Stem Walls, Piers Concrete DECLARATION BY OWNER I, the Owner of the project, declare that the above listed firm or individual is hired by me to be the Structural Observer. Signature Date Mat Foundation Caisson, Piles, Grade Beams Stepp'g/ Retain'g Foundation, Hillside Special Anchors Others: Masonry Wood Others: Steel Moment Frame Steel Braced Frame Concrete Moment Frame Masonry Wall Frame Others: Concrete Others: Steel Deck Wood PERMIT APPL. NO.: XIA STRUCTURAL ENGINEERS, INC.213-400-8633 S-7144Phone: XIA STRUCTURAL ENGINEERS, INC. PERIODIC STRUCTURAL OBSERVATIONS SHALL BE PROVIDED BY XIA STRUCTURAL ENGINEERS, INC., PER THE FORM BELOW. CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS IN ADVANCE FOR REQUIRED OBSERVATIONS. 36-42 E COLORADO BLVD, ARCADIA CA 91007 NEW BUILDING Code Program Committee I-3: Structural Observation Los Angeles Regional Uniform (For Each Level) STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 GENERAL NOTES & INFO. S101 1.CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED ON ALL FIELD WELDING, INSTALLATIONS OF HIGH STRENGTH BOLTS. (A572), CHORD SPLICE/TILT-UP PANEL HOLDOWN. 2.WELDING JOINTS AT COLUMN SPLICES AND COLUMN TO GIRDER CONNECTIONS IN MOMENT FRAMES SHALL BE CHECKED BY ULTRASONIC TESTINGS OR OTHER APPROVED NON-DESTRUCTIVE TESTINGS BY AN APPROVED TESTING LABORATORY. THE QUANTITIES AND THE LOCATIONS TO RECEIVE THE TESTINGS SHALL BE AS DIRECTED BY THE STRUCTURAL ENGINEER. 3.DEFECTIVE WELDS SHALL BE REPAIRED AND RETESTED AT THE EXPENSE OF THE CONTRACTOR. 4.ALSO REFER TO NOTES #3 AND #4 UNDER STRUCTURAL AND MISC. STEEL. 5.E70T-4 WELD MATERIALS SHALL NOT BE PERMITTED. 6.HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325N BEARING TYPE, INSTALLED BY CALIBRATED WRENCH TIGHTENING OF TURN-OF-NUT TIGHTENING. 7.ALL BOLT HOLES SHALL BE BOLT SIZE + 1/16" EXCEPT ANCHOR BOLTS IN BEARING MAY HAVE 3/16" OVERSIZED HOLES. BURNT HOLES SHALL NOT BE PERMITTED. 8.WELDING PROCEDURE SPECIFICATIONS(WPS) WILL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 9.REGARDING REMOVING THE BACKER BARS, RUNOFF TABS, NOTCH TOUGHNESS OF PARENT METAL, INTERPASS TEMPERATURES. 10."START WELDING AT THE MOST CENTRAL BEAM AND PROGRESS TOWARDS THE EXTERIOR COLUMNS. ONE END OF EACH BEAM SHALL BE ALLOWED TO COOL BEFORE THE OTHER END IS WELDING, BOLTED WEB CONNECTIONS SHALL BE TENSIONED AT LEAST 24 HOURS AFTER THE WELDING OF FLANGES. SHEAR TABS SHALL BE WELDED (IF REQUIRED) AFTER TAB BOLTS ARE TENSIONED". 11.NOTE ALL WELDING TO BE CONTINUOUSLY INSPECTED BY AWS, QC-1 CERTIFIED WELDING INSPECTOR EMPLOYED BY THE OWNER. TECHNICIANS WHO PERFORM MT & UT TEST SHALL HAVE ASNT CERTIFICATION. 12.PLEASE NOTE ON PLANS ALL WELDING COMPLIES WITH AWS D1.1-96. THE FOLLOWING SECTIONS SHALL BE GIVEN SPECIAL ATTENTION : - SECTION 5.3 FOR QUALIFIED WELDER. - SECTION 4.2 FOR PREHEAT AND INTERPASS TEMPERATURES. - SECTION 4, PARTS B, C AND D FOR ARC WELDING TECHNIQUES. - SECTION 6 AND SECTION 8, PART D FOR INSPECTION. 13.WELDING ELECTRODES, E70XX, COMPLY WITH AWS REQUIREMENT. WELDING 1.ALL STEEL SHALL CONFORM TO THE FOLLOWING W-SHAPE ASTM A992 ASTM A913 PLATE, CHANNELS, ANGLES ASTM A36 PIPES ASTM A53 HOLLOW STRUCTURAL SECTION ASTM A500 RECTANGULAR SECTION 46ksi ROUND SECTION 42ksi ANCHOR RODS STRUCTURAL STEEL NOTED (65)ASTM A992(65ksi) STRUCTURAL STEEL NOTED (36)ASTM A36(36ksi) 2.ALL SHOP FABRICATION SHALL BE PERFORMED BY A FABRICATOR LICENSED BY THE LOS ANGELES BUILDING DEPARTMENT. 3.WELDING SHALL CONFORM TO CITY OF LOS ANGELES AND THE LATEST AMERICAN WELDING SOCIETY AWS STANDARDS. WELDING SHALL BE PERFORMED BY A PROCESS APPROVED BY THE ENGINEER AND THE BUILDING DEPARTMENT. 4.ALL FIELD WELDING SHALL REQUIRE CONTINUOUS INSPECTION. 5.FILLS SHALL BE PROVIDED AT SPLICES OF PARTS HAVING MORE THAN 1/8 INCH DIFFERENCE IN THICKNESS. 6.NO STRUCTURAL STEEL SHALL BE FABRICATED OR ERECTED UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED BY THE STRUCTURAL ENGINEER. 7.NO FIELD CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. 8.BASE PLATE SHALL BE LEVELED WITH DOUBLE NUTS, NO LEVELING PLATE ALLOWED. 9.BOLT HOLE IN STEEL SHALL BE 1/16" LARGER THAN NOMINAL BOLT SIZE. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL NECESSARY BRACING. 11.ALL SUBSTITUTIONS SUBJECT TO BUILDING DEPARTMENT APPROVAL. 12.THE SEISMIC DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AISC341-05, PUBLISHED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). THESE PROVISIONS SHALL BE APPLIED IN CONJUNCTION WITH CHAPTER 22, 13.WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPECIFICATION (WPS) AS REQUIRED IN AWS D1.1 AND APPROVED BY THE ENGINEER OF RECORD. SPECIFY THE REQUIRED "WELDING PROCEDURE SPECIFICATION" ON PLANS. 14.ALL COMPLETE-JOINT-PENETRATION GROOVE WELDS USED IN THE SEISMIC FORCE RESISTING SYSTEM SHALL BE MADE WITH A FILLER METAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LB AT MINUS 20° F. 15.DISCONTINUITIES IN WELD CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS TRACK WELDS, ERECTION AIDS, AIR-ARC GOUGING AND FLAME CUTTING, SHALL BE REPAIRED AS REQUIRED BY THE ENGINEER OF RECORD. 16.FOR CONNECTIONS WITH WELDED FLANGE JOINTS, WELD BACKING AND RUN-OFF TABS SHALL BE REMOVED AND REPAIRED INCLUDING THE USE OF A REINFORCING FILLET WELD, EXCEPT THAT THE TOP FLANGE BACKING IS PERMITTED TO REMAIN IN PLACE IF IT IS ATTACHED TO THE COLUMN FLANGE WITH A CONTINUOUS FILLET WELD ON THE EDGE BELOW THE COMPLETE JOINT PENETRATION GROOVE WELD. STRUCTURAL STEEL HARDY FRAMES STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 BENT DOWELS SIZE TO MATCH TYP. REINF. BOT. REINF. 18" MIN. LAP BENT DOWELS SIZE TO MATCH TYP. REINF. TOP. REINF. BENT DOWELS SIZE TO MATCH TYP. REINF. TYP. 0" TY P . 0" 36 BAR Ø 18" MIN. LAP 36 BAR Ø 36 BAR Ø 36 BAR Ø BOT. REINF.TOP. REINF. 18" MIN. LAP 18" MIN. LAP 1 39 TYP. #4@16" E.W. FINISH GRADE OR 1 2 1-#4 3 SIDES CONT SLOPE 1" MIN PAVING SEE CIVIL DWGS EXPANSION JOINT SEE ARCH FINISH SEE DWGS COL BASE PLATE EXPANSION JOINT SEE PLAN/COL SCH CONCRETE AFTER COLUMN IS SET TS/WIDE FLANGE CONST. JOINT OR CONTROL JOINT GROUT COL BASE PLATE SEE PLAN/COL SCH FOR SIZE SEE DET. EXPANSION JOINT - E 1 FILL WITH IN PLACE TS/WIDE FLANGE COLUMN IS SET CONCRETE AFTER - - SEE DET. 1 B C FILL WITH IN PLACE FOR SIZE EDGE OF CONC SLAB - GROUT DET. SEEE PREMOLDED JOINT FILLER 3/4" PLAIN BAR KEY 1/3 SLAB THICKNESS GREASE ONE END JOINT SEALANT TOOLED EDGE 1 6 VERIFY EXTENT & LOCATION OF ALL FLOOR DEPRESSION WITH ARCH DWGS. NOTE: 1/2" 3/ 4 " SEE ARCH. DWGS 8" MIN. SE E A R C H . D W G 6" 1'- 6 " M I N . 1'-6" 2'-0" 4" M A X . 1/2"JOINT SEALANT TOOLED EDGE 2" CLR. TYP. 3" TYP . 3" TYP . 3/4 " EXPANSION JOINT AND UNDERLAYMENT (CAPILLARY BREAK) EXTERIOR CONSTRUCTION JOINT INTERIOR DEPRESSED SLAB STOOP 3A 3B 3D 3F 3G 3H TYP. CONC. SLAB ON GRADE SECTION CONC. SLAB ON GRADE SEE PLAN CONC. SLAB ON GRADE SEE PLAN CONC. SLAB ON GRADE SEE PLAN TYPICAL SLAB ON GRADE JOINT DETAILS TYPICAL STRAIGHT AND HOOKED EMBEDMENT LENGTH SCHEDULE TYPICAL REINFORCING GRADE 60 SPLICE SCHEDULE SPLICE OR LAPPING BAR OF 2 BARS DETERMINING APPROPRIATE CATEGORY CS CS 3 BAR BUNDLE WITH (dbe) DERIVED FROM THE EQUIVALENT TOTAL AREA BUNDLE LAP SPLICES SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 <ALT. 1> <ALT. 2> <ALT. 1> <ALT. 2> 2 BAR BUNDLE SPLICE DETAILS 3 BAR BUNDLE SPLICE DETAILS NOTE: BARS SHALL BE BUNDLED WITH NO MORE THAN TWO BARS 1.FOR SHEAR WALLS, USE LAP CLASS SWL UNLESS NOTED OTHERWISE. REFER ALSO TO "TYPICAL SHEAR WALL LAP DETAILS" AND "TYPICAL SHEAR WALL BOUNDARY REINFORCING DIAGRAM". 2.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. 3.BOTTOM BARS ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE CAST BELOW HORIZONTAL BARS. 4.FOR LIGHTWEIGHT CONCRETE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.3. 5.FOR GRADE 75 REINFORCING MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.25. 6.FOR 2 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.20. FOR 3 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.33. 7.FOR BUNDLED BARS, AN EFFECTIVE BAR DIAMETER SHALL BE USED FOR DETERMINING COVER AND SPACING LIMITATIONS. A. FOR 2 BAR BUNDLE dbe = 1.60 B. FOR 3 BAR BUNDLE dbe = 1.95 (BAR AREA) (BAR AREA) REINFORCING SPLICE NOTES IN THE SAME PLANE ( , , ). FACE OF CONCRETE OUTSIDE FACE OF CONFINING TIES @ SEISMIC HOOK FACE OF CONC. OR POUR JOINT @ STANDARD HOOK 2 1/2" MIN. 4db 4db 5db db db 2" CLR. #3 THRU #8 12 d b LENGTH EMBEDMENT #9, #10 AND #11 OUTSIDE FACE OF TIE OUTSIDE FACE OF TIE STRAIGHT BARS AT A JOINT (SEISMIC ONLY) LCC LENGTH OF CONFINED CORE OR BOUNDARY OF A COLUMN ELEMENT NOTE: (EMBEDMENT LENGTH - LCC) * 1.6 135° STIRRUP/ TIE HOOK D *.D= 4d: #3 ~ #5 6d: #6 ~ #8 8d: #9 ~ STANDARD HOOK DETAILS 1.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS 2.BOTTOM BARS ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE CAST BELOW HORIZONTAL BARS. 3.FOR LIGHTWEIGHT CONCRETE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.3. 4.FOR GRADE 75 REINFORCING MULTIPLY THE LENGTHS IN THE SCHEDULE 1.25. 5.FOR 3 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.20. FOR 4 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.33. 6.FOR BUNDLED BARS, AN EFFECTIVE BAR DIAMETER SHALL BE USED FOR DETERMINING COVER AND SPACING LIMITATIONS. A. FOR 2 BAR BUNDLE dbe = 1.60 B. FOR 3 BAR BUNDLE dbe = 1.95 C. FOR 4 BAR BUNDLE dbe = 2.26 (BAR AREA) REINFORCING EMBEDMENT NOTES (BAR AREA) (BAR AREA) 1.ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE TO THE OPPOSITE FACE WITH A MINIMUM 2: END COVER AND EMBEDMENT NOT LESS THAN THE SCHEDULE. 2.MINIMUM SIDE COVER = 2 1/2" 3.FOR WALL FOOTING DOWEL EMBEDMENT LENGTHS SEE "TYPICAL CONCRETE WALL DOWEL EMBEDMENT AND LAP SCHEDULE". NOTE: 1.STRAIGHT BARS TERMINATED AT A JOINT SHALL PASS THROUGH THE CONFINED CORE OF A SEISMIC COLUMN OR BOUNDARY ELEMENT. ANY PORTION OF THE STRAIGHT EMBEDMENT NOT WITHIN THE CONFINED CORE SHALL BE INCREASED BY A FACTOR OF 1.6. D 1:6 MAXIMUM SHOP OFFSET BEND TYPICAL LAP SPLICES SPLICE UNLESS NOTED OTHERWISE NON-CONTACT LAP 6" M A X . SPLICE db CS = CLEAR SPACING STAGGERED SPLICING LENGTH LENGTH 1 1 / 2 " M I N . TYPICAL CLASS B #3 TOP OTHER 3000 CONCRETE f'c PSI WEIGHT NORMAL B 4000 5000 CLASS 28 22 25 19 22 17 #4 TOP OTHER 38 29 33 25 29 23 #5 TOP OTHER 47 36 41 31 36 28 #6 TOP OTHER 56 43 49 37 44 34 #7 TOP OTHER 81 63 71 54 63 49 #8 TOP OTHER 93 72 81 62 72 56 #9 TOP OTHER 105 81 91 70 81 63 #10 TOP OTHER 118 91 102 79 92 71 #11 TOP OTHER 131 101 114 87 102 78 LAP CLASS #3 TOP OTHER 3000 CONCRETE f'c PSI WEIGHT NORMAL 4000 5000 3000 4000 5000 17 15 13 23 16 21 15 21 15 #4 TOP OTHER 29 25 23 30 22 26 19 23 17 #5 TOP OTHER 36 31 28 37 27 32 23 29 21 #6 TOP OTHER 43 37 34 45 32 39 28 35 25 #7 TOP OTHER 63 54 49 52 37 45 32 40 29 #8 TOP OTHER 72 62 56 59 43 52 37 46 33 #9 TOP OTHER 81 70 63 67 48 58 42 52 37 #10 TOP OTHER 91 79 71 75 54 65 47 59 42 #11 TOP OTHER 101 87 78 84 60 73 52 65 47 CATEGORY/ DESCRIPTION 3000 4000 5000 3000 4000 5000OR S H E A R W A L L ST A N D A R D SE I S M I C AL L OT H E R S FR A M E C O L . BO U N D A R Y IN S E I S M I C AN C H O R E D HO O K ST A N D A R D SE I S M I C OR S H E A R W A L L AL L OT H E R S FR A M E C O L . BO U N D A R Y IN S E I S M I C AN C H O R E D ST R A I G H T B A R ST R A I G H T T E N S I O N EM B E D M E N T HO O K E M B E D M E N T DE V E L O P M E N T TY P E 6 6 6 6 6 6 22 19 17 22 19 17 28 24 22 33 29 26 48 42 38 55 48 43 62 54 48 70 61 54 78 67 60 8 7 6 9 8 7 10 9 8 11 10 9 12 10 9 13 11 10 14 12 11 15 13 12 16 14 12 17 15 14 18 15 14 19 17 15 20 17 16 22 19 17 22 19 17 24 21 19 PROVIDE METAL SLEEVES WITH I.D. 2" GREATER THAN THE O.D. OF THE PIPE DIA OF THE PIPE A MIN INSIDE DIA OF 1/2" MORE THAN THE OUTSIDE POURED AND SHALL HAVE PLACED BEFORE CONC IS PIPE SLEEVES SHALL BE RUN THROUGH A FOOTING NO PIPES SHALL WHERE PIPES ARE LOWER THAN 3'-0" BELOW THE BOTTOM OF A FOOTING OMIT CONC. FILL 1'-6" MIN. 6" M I N . 4" M I N . 2" M I N . FOOTING BOTTOM OF WALL CONC BEFORE FTG IS POURED FILL WITH MASS OPEN TRENCH 1 2 NO EXCAVATION BELOW THIS LINE 1'-6" MIN. NOT BE UNDERMINED SO THAT FOOTINGS WILL LOCATE PIPE TRENCH TRENCH BACKFILLED PIPE IN PIPE SLEEVE 2-1 1/2"X3/16" PL RING IN WALLS OVER 8" THICK. AT C OF WALL 8" OR LESS USE ONLY ONE PL RING L 3" TYP. TYP.1/8" TYP. PIPE SLEEVE DETAIL "A" SECTION 2 18" 24"@16" O.C. #4 DOWELS SLAB ON GRADE SEE PLAN SEE PLAN 3" C L R 24 " (I N T O R E C O M M E N D E D BE A R I N G M A T E R I A L ) "A" 3E 6" STOP ALTERNATE BARS EA SIDE OF SAW CUT JOINT 5/8" X 2'-0" PLAIN BAR MATCH SLAB REINF. PAINT DOWELS. SPACING TO & GREASE ONE END JOINT SEALER SAW CUT GROOVE 1/8" FORMED OR KE Y 1 / 3 S L A B TH I C K N E S S CONTROL JOINT3C CONC. SLAB ON GRADE SEE PLAN TYP. 1-#4 3 SIDES CONT 8" MIN. 1'- 6 " M I N . 6" CONC. SLAB ON GRADE SEE PLAN FINISH GRADE OR PAVING SEE CIVIL DWGS SLAB ON GRADE EDGE DETAIL3I FOOTING SECTION3J FTG. REINF. @ CORNERS AND INTERSETCTIONS 4 3'-0" MINIMUM3" CLEAR24" LAP FOOTINGBOTTOM OF TOP BARWHERE OCCURS. 3" CLEAR 3" C L E A R t 24" LAP RE-BAR SAME SIZE AS FOOTING RE-BAR t (MINIMUM) 3" CLEAR t 24" LAP FOOTINGMA X . 1'- 6 "BOT. OF *. USE STEPPED FOOTING WHERE FOOTING SLOPE IS OVER 10% 6TYP. STEPPED FOOTING DETAIL 3" C L E A R 3" C L E A R TYP. #4 CONT. 3 SIDES 8" MIN. 24 " M A X . 6" DEPRESSED SLAB3K CLASS "B" SPLICE PREMOLDED JOINT FILLER FACE OF WALL 1/2" 2"TY P . CONC. SLAB ON GRADE SEE PLAN & ISOLATION JOINT3LTYP. CONC. SLAB ON GRADE SECTION CONC. SLAB ON GRADE SEE PLAN TH I C K N E S S O F SL A B O N G R A D E PE R P L A N EQ . EQ . VAPOR BARRIER 4" THICK LAYER OFGRAVEL (1/2" OR LARGER) REBAR PER PLAN CLASS "B" SPLICE SEE FOUNDATION PLAN CONT. REBAR (T&B) SEE PLAN CONT. WALL FOOTING PAD FOOTING 3" C L R 3" C L R TYP. ISOLATED & CONT. FOOTING CONNECTION 5 TYP. DETAILS S110 STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 STUDS [ NON-BEARING STUDS ] BORE 60%2x4 STUD-2 1/8" MAX. 2x6 STUD-3 5/16" MAX. STUDS [ BEARING STUDS ] NOTCH 25% MAX.2x4 STUD-7/8" MAX. 2x6 STUD-1 3/8" MAX. 5/8" MIN. BORE 40%2x4 STUD-1 7/16" MAX. 2x6 STUD-2 3/16" MAX. NOTCH 40% MAX.2x4 STUD-1 7/16" MAX. 2x6 STUD-2 3/16" MAX. 5/8" MIN. 112"M A X . 312"MAX.1'-0"MIN. 112"M A X . TOP OR SILL PLATE 1 1/4"ØMAX. BORED HOLE 1 1/4"x16GA. 15" LONG STRAP W/(6)-10d COMMON NAILS EA. END @EA. NOTCHES MIN. 6'-0" O.C. PLATE (STRAP NOT REQUIRED FOR SILL PALTE) 2" M A X . 512"MAX.1'-0"MIN. 212"M A X . TOP OR SILL PLATE 2"ØMAX. BORED HOLE 1 1/4"x16GA. 21" LONG STRAP W/(8)-10d COMMON NAILS EA. END @EA. NOTCHES MIN. 6'-0" O.C. PLATE (STRAP NOT REQUIRED FOR SILL PALTE) 3" M A X . 512"MAX.1'-0"MIN. 312"M A X . TOP OR SILL PLATE 3"ØMAX. BORED HOLE 1 1/4"x16GA. 30" LONG STRAP W/(11)-10d COMMON NAILS EA. END @EA. NOTCHES MIN. 6'-0" O.C. PLATE (STRAP NOT REQUIRED FOR SILL PALTE) 2x8 OR 3x8 SILL PLATE 2x8 DBL. TOP PLATE, 2x6 OR 3x6 SILL PLATE 2x6 DBL. TOP PLATE, 2x4 OR 3x4 SILL PLATE 2x4 DBL. TOP PLATE, 7" MIN. TYP. 4"1 1/2" 1 1/2" MIN.1 1 / 2 " 1/4" BENT PL. W/(2)-BOLTS @EA. END SEE NOTE #3 PLYWOOD SHEATHING SEE PLAN W C OF BOLTS & TOP PL.L 3" NOTES: 1.NO TOP PLATE SPLICE TO OCCUR WITHIN 6'-0" OF PIPE. 2.DETAIL APPLIES WHERE DRILLED HOLE EXCEEDS 2/3 W OR TOP PLATE IS INTERRUPTED. 3.AT 2x4 TOP PLATE USE 3/4"Ø BOLTS. AT 2x6 TOP PLATE USE 1"Ø BOLTS. 4.USE SIMILAR SPLICE FOR SPLICE OF INTERRUPTED BOTTOM PLATE. [ TOP VIEW ] [ SIDE VIEW ] PIPE 2x F.J. SEE PLAN SIMPSON A35 [ PARALLEL ] 2x BLOCKING @48" O.C. WD. STUDS SEE PLAN WD. STUDS SEE PLAN 2x F.J. SEE PLAN 2x BLOCKING WD. STUDS SEE PLAN WD. STUDS SEE PLAN [ PERPENDICULAR ] @32" O.C. 2x RIM JOIST 2x F.J. SEE PLAN 2x SILL PLATE W/2-16d @16" O.C. SIMPSON A35 @32" O.C. [ PARALLEL ] 2x BLOCKING @48" O.C. WD. STUDS SEE PLAN WD. STUDS SEE PLAN WD. STUDS SEE PLAN WD. STUDS SEE PLAN [ PERPENDICULAR ] 2x BLOCKING SIMPSON A35 @32" O.C. 2x F.J. SEE PLAN 3-16d 2x RIM JOIST 2x BLOCKING @48" O.C. 4"4" 2x SILL PLATE W/2-16d @16" O.C. SIMPSON A35 @32" O.C. HEADER HEADER 3" MAX. 4'-0" < OPENING ≤ 8'-0"OPENING ≤ 4'-0" 3" MIN. 12"MAX. B3, B4 -TYP. 2-2x WINDOW SILLTRIMMERS PER SCHEDULE 3-16d @ 4x4 & 4x6 KING STUDS PER SCHEDULE "A34", TYP. ONLY AT EXTERIOR WALLS 4-16d @ ALL OTHERS AT ALL STUDS PER FASTENING SCHEDULE CBC 2304.10.1 OR (2)-16d FACE NAILS (2)-8d TOE NAILS EA. FACE OF STUD ON TOP OF CONCRETE SURFACE ON TOP OF WOOD FRAMED FLOOR SILL PLATE WOOD STUDS SEE PLAN 2x BLOCKING TYP. (2)-16d NAILS TYP. 16d NAILS @16"O.C. TYP.DBL. TOP PLATE "A34", TYP. ONLY AT EXTERIOR WALLS ROOF OPENING WIDTH "W" x4 STUDS x6 STUDS MIN. HEADER SIZE 4'-0" TO 6'-0"4x6 #2 6x6 #2 FLOOR 6'-0" TO 8'-0"4x8 #2 6x8 #2 <= 4'-0"4x8 #2 6x8 #2 4'-0" TO 6'-0"4x10 #2 6x8 #2 6'-0" TO 8'-0"4x12 #1 6x10 #1 PUBLIC AREA <= 4'-0"4x6 #2 6x6 #2 <= 4'-0"4x10 #2 6x8 #2 4'-0" TO 6'-0"4x12 #1 6x10 #2 6'-0" TO 8'-0"PSL 3.5x9.25 2.0E 6x12 #1 OPENING WIDTH "W" x4 STUDS x6 STUDS MIN. HEADER SIZE 4'-0" TO 6'-0"4x6 #2 6x6 #2 6'-0" TO 8'-0"4x6 #2 6x6 #2 8'-0" TO 10'-0"4x8 #2 6x8 #2 <= 4'-0"4x4 #2 6x6 #2 "A34", TYP. ONLY AT EXTERIOR WALLS TYPICAL STUD WALL FRAMING ELEVATION1A 2x WINDOW SILL B5 -TYP. B1, B2 -TYP. BEARING HEADER SCHEDULE U.N.O.NON-BEARING HEADER SCHEDULE U.N.O.1C1D 1E PER SCHEDULE EXTERIOR SECTION AT FLOOR LEVEL 1B1 1B2 1B3 1B4 EXTERIOR SECTION AT ROOF LEVEL INTERIOR SECTION AT ROOF LEVEL INTERIOR SECTION AT FLOOR LEVEL TYPICAL WALL SECTIONS1B 2x F.J. SEE PLAN SIMPSON A35 [ PARALLEL ] 2x BLOCKING @48" O.C. WD. STUDS SEE PLAN 2x F.J. SEE PLAN SIMPSON A35 2x BLOCKING WD. STUDS SEE PLAN [ PERPENDICULAR ] @32" O.C. @32" O.C. 2x RIM JOIST 2x F.J. SEE PLAN [ PARALLEL ] WD. STUDS SEE PLAN [ PERPENDICULAR ] 2x BLOCKING 2x F.J. SEE PLAN 3-16d 2x RIM JOIST 2x BLOCKING @48" O.C.4"4" WD. STUDS SEE PLAN SIMPSON A35 2x BLOCKING @48" O.C. @32" O.C. SIMPSON A35 @32" O.C. STUD WALL FRAMING DETAILS 1 48" MIN. LAP 2"1-3/4" O.C. TYP. CONTINUOUS DOUBLE W/ 24-16D EQUALLY SPACED AND STAGGERED SPLICE OVER STUDTOP PLATES BOTT. PL. CONT. AT INTERSECTION STUDS TYP. [ CORNER ][ INTERSECTION ] [ SPILCE ] TYP. TOP PLATES SPLICE AND INTERSECTION DETAILS1H TYPICAL PLAN VIEWS 12" O.C. STAGG. 16d NAILS AT 12" O.C. EACH ROW 16d NAILS AT (3 MIN., ONE AT TOP. CENTER AND BOTTOM) 1/2"Ø THREADED STUD BOLTS AT 36" O.C. WHERE STEEL COLUMN OCCURS. SEE NOTE 3. 1. SEE FRAMING PLANS FOR SHEATHING LOCATIONS.NOTES: LET-IN WHERE REQUIRED. 2. STUD SIZE AS SHOWN ON PLANS FOR EACH FLOOR LEVEL. 12" O.C. STAGG. 16d NAILS AT 12" O.C. TYP. 16d NAILS AT 3. WHERE WOOD SHEATHING (PLYWOOD, RATED SHEATHING, ETC.) OCCURS AT STEEL COLUMN, SEE TYP. SHEAR WALL DETAILS FOR MINIMUM THREADED STUD BOLT SIZE, BOLT SPACING AND WOOD MEMBER SIZE. SEE PLANS FOR SPECIFIC ATTACHMENT DETAILS WHERE OCCUR. 12" O.C. STAGG. 16d NAILS AT 12" O.C. STAGG. 16d NAILS AT 12" O.C. TYP. 16d NAILS AT SHEAR WALL (WHERE OCCURS)12" O.C. TYP. 16d NAILS AT TYP. STUD WALL INTERSECTIONS1I TYP. NON-BEARING PARTITION WALL DETAILS1J TYP. TOP PLATES SPLICE AND INTERSECTION DETAILS1L SIMPSON CBS OR CBSQ OR CB POST BASE TREATED SILL PLATE SEE PLAN WD. POST WD. STUD TOP OF CONCRETE TOP OF CONCRETE SEE PLAN WD. POST WD. POST BASE FOR WOOD POST 1K2 WOOD POST WITHIN A WALL [ ISOLATED WOOD POST ] TYP. STUD NOTCHING1M 1L3 1L2 1L1 EXTERIOR SECTION AT FLOOR LEVEL1L4 EXISITING NEW (N)2x STUDS @16"O.C. DBL. TOP PLATE (E)2x STUDS 6" 16d @6"O.C. SIMPSON ST6224 SIMPSON MSTA36 SIMPSON MSTA36 TYP. (N) TO (E) WALL EXTENSION CONNECTION1N TYP. TOP PLATES SPLICE AND INTERSECTION DETAILS1G DBL. TOP PLATES HEADER HEADER HEADER OPENING EXTERIOR WALL <= 4'-0" <= 8'-0" (1) - TRIMMER (2) - TRIMMER BEARING WALL NON-BEARING (1) - TRIMMER (1) - TRIMMER TRIMMER STUD SCHEDULE U.N.O. WIDTH WALL 6" WALL 4" WALL 6" WALL 4" WALL (2) - TRIMMER (2) - TRIMMER (2) - TRIMMER (2) - TRIMMER (1) - TRIMMER (2) - TRIMMER ALL OPENING WIDTH BEARING WALL - INTERIORBEARING WALL - EXTERIOR <= 6'-0" 6'-0" TO 8'-0" (1) - KING STUD (2) - KING STUD KING STUD SCHEDULE U.N.O. "W" (1) - KING STUD (1) - KING STUD 1F ROOF "W" FLOOR ANY (1) - TRIMMER (1) - TRIMMER(1) - TRIMMER (1) - TRIMMER (1) - TRIMMER NON-BEARING WALL (1) - KING STUD (1) - KING STUD INTERIOR WALL A -TYP. SOLID JOISTS/ BLK. UNDER TRIMMERS & KING STUD FROM ABOVE, TYP. SOLID JOISTS/ BLK. UNDER TRIMMERS & KING STUD FROM ABOVE, TYP. KING STUDS PER SCHEDULE 1K1 2x C.J. SEE PLAN WD. STUDS SEE PLAN 2x BLOCKING 2x C.J. SEE PLAN 3-16d 2x RIM JOIST 2x BLOCKING @48" O.C. 4"4" WD. STUDS SEE PLAN SIMPSON A35 @32" O.C. SIMPSON A35 @32" O.C. DRY WALL PER ARCH DRY WALL PER ARCH ON GRADE CONC. SLAB 2x TREATED PL. x2" PENETRATION W/1/4"Ø SHOT PIN @16"O.C. TYP. CEILING JOIST SUPPORTING WALL DETAILS1P 2x F.J. OR R.R. SEE PLAN 2x4 STUDS @16"O.C. 12" G A P 2x BLOCKING B.N. 12" G A P 2x F.J. OR R.R. SEE PLAN 2x4 STUDS @16"O.C. SIMPSON DTC @48" O.C. 2x SILL PLATE W/(2)-16d SEE PLAN 2x F.J.(2)-2x F.J. OR @16"O.C. @BOTH SIDE @48" O.C. (2)-2x BLOCKING SEE PLAN ON GRADE CONC. SLAB 2x TREATED PL. x2" PENETRATION W/1/4"Ø SHOT PIN @16"O.C. 2x SILL PLATE W/(2)-16d SEE PLAN 2x F.J.(2)-2x F.J. OR @16"O.C. (2)-2x BLOCKING SEE PLAN 2-SIMPSON A35 SECTIONS AT BASE OF STUD WALLS1B5 [ WITHOUT SHEATHING ][ WITH SHEATHING (NON-SHEARWALL) ] 7" M I N . 1 3/4" MIN. 7" M I N . 1 3/4" MIN. 2x TREATED PL. x7" EMB. @48"O.C. W/5/8"Ø A.B. SLAB / CURB / FTG. TOP OF CONCRETE WD. STUDS SEE PLAN CONTINUOUS SLAB (WHERE OCCURS) WOOD STRUCTURAL PANEL (WHERE OCCURS) WD. STUDS SEE PLAN 2x TREATED PL. x7" EMB. @48"O.C. W/5/8"Ø A.B. MIN. 3"x3"x 1/4" SIMPSON BP OR BPS WASHER SLAB / CURB / FTG. TOP OF CONCRETE LOAD(LBS)2154 3303 FASTENER 15-16d 24-16d TYP. DETAILS S120 STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 (SAME WIDTH OF BEAM) MULTI-STUDS OR WD. POST SEE PLAN WD. BEAM DBL. TOP PLATE EACH SIDE 5-16d 6-16d SPLICE BLOCK 1'-0" MIN.1'-0" MIN.6" MIN.6" MIN. WALL BELOW SUPPORTING BEAM OR EACH SIDE, SAME SOLID BLOCKING SIZE AS JOIST U.N.O. TYP. WALL SUPPORT FOR WD. BEAM 4 TYP. JOIST/RAFTER SPLICE AT BEARING WALL 5 BUTT SPLICE LAP SPLICE TYP. WOOD BEAMS AND JOISTS CONNECTIONS 6 JOIST/BEAM HANGER SCHEDULE ALL SAWN LUMBER U.N.O. 2x4 ~ 2x16 (2)-2x4 ~ (2)-2x14 LUS LUS LUS 4x6 ~ 4x14 HUS BEAM SIZE 3 1/2 AND 5 1/4 PSL/LVL/LSL UP TO 11 7/8" DEEP ALL GLULAM (GLB) BEAM U.N.O. MGU HHGU NOTES: WD. BEAM SEE PLAN SEE PLAN WD. BEAM WD. BEAM SEE PLAN SEE PLAN WD. BEAM 2x BLOCKING SEE PLAN WD. BEAM @48" O.C. 2x F.J. SEE PLAN2x F.J. SEE PLAN SEE PLAN WD. BEAM SEE SCHEDULE SEE SCHEDULE BEAM TO BEAM CONNECTIONS JOISTS TO BEAM CONNECTIONS SEE PLAN UPPER COLUMN SEE PLAN UPPER COLUMN @BOTH SIDE SIMPSON "MST48" @BOTH SIDE SIMPSON "MST48" SIMPSON "EPCZ" COLUMN CAP SIMPSON "EPCZ" COLUMN CAP SIMPSON "PCZ" COLUMN CAP SIMPSON "PCZ" COLUMN CAP SEE PLAN LOWER COLUMN SEE PLAN LOWER COLUMN SIMPSON ST6224 @BOTH SIDE WD. BEAM SEE PLAN OR HDR. (2)-2x TOP PLATE WD. BEAM SEE PLAN OR HDR. TYP. BEAM TO COL. CONNECTION (MULTI-LEVEL)2 ANCHOR @EACH SIDE SIMPSON A35 FRAMING SIMPSON HANGER SEE SCHEDULE SIMPSON CMST 14 ALL PSL / LVL / LSL BEAMS U.N.O.HHGU FACE MOUNT HANGER (F.M.H.) ALL I-JOIST U.N.O. SINGLE I-JOIST TO WOOD BEAM 9 1/4 THRU 16 DEEP MIU IUS (SIMPSON STRONG-TIE PRODUCTS) - USE FACE MOUNT HANGER BY DEFAULT UNLESS NOT NOTED OTHERWISE. 412" 212"1"1" 412"x412"x14" ST'L. PL. W/(4)-38"Ø LAG SCREW x8" LONG 412" 212" 1" 1" 1/4" BASE PLATE 1 112 " MIN. SIMPSON LTP4 6x #2 BLOCKING SIMPSON A34 112" MIN. FULL DEPTH TOTAL (4) SIMPSON LTP4 2x #2 BLOCKING 1" 1" 2x F.J. SEE PLAN 2x F.J. SEE PLAN 6x #2 BLOCKING FULL DEPTH TOTAL (4) "A""A" TYP. METAL GUARD RAIL DETAIL 12 2x F.J. SEE PLAN112 " MIN. 3'- 6 " T Y P . SE E A R C H . GUARDRAIL @48"O.C. SEE ARCH. "A""A" 2x F.J. SEE PLAN112 " MIN. 3'- 6 " T Y P . SE E A R C H . 6" 4"1"1" 412"x412"x14" ST'L. PL. W/(4)-38"Ø LAG SCREW x8" LONG 412" 212" 1" 1" 1/4" BASE PLATE 2 6x WD. BEAM OR 6x RIM JOIST SEE PLAN 4x WD. BEAM OR 4x RIM JOIST SEE PLAN "A""A" 3'- 6 " T Y P . SE E A R C H . 6x #2 BLOCKING FULL DEPTH W/ (8)- SIMPSON A34 BASE PLATE 1 6x #2 BLOCKING FULL DEPTH W/ (8)- SIMPSON A34 BASE PLATE 2 1" 1" 1" 1" SEE PLAN WOOD BEAM OR (2)-2x F.J. 3/4" THK. PLY. AT FLOORS SIMPSON THA HANGER 11" TYP. 7. 5 " MA X . 3/4" PLYWOOD TYP. 3" C L R . 18 " M I N . ON GRADE CONC. SLAB 1'-0" 3/4" PLYWOOD TYP. W/(1)-5/8"Ø M.B. L-4"x4"x1/4" x4" LONG 2x14 TREATED PL. W/(1)-5/8"Ø A.B. x9" EMB. 11" TYP. 7. 5 " MA X . WOOD STRINGERS SCHEDULE 2x14 #2 @12" O.C.UP TO 9'-0" (2)-2x14 #2 @12" O.C.UP TO 15'-0" WOOD STRINGERS SEE SCHEDULE WOOD STRINGERS SEE SCHEDULE (2)-#4 BLOCKING @48" O.C. 1 1/2" TIMBERSTRAND LSL 7 1 / 2 " M I N . 7 1/ 2 " MIN . 2x F.J. SEE PLAN STRINGER SIZE SPAN STRINGER TO UPPER FLOOR STRINGER TO LOWER FLOOR STRINGER TO FOUNDATION TYP. WOOD STAIRS DETAIL 9 BASE PLATE 1 112 " MIN. 112" MIN.112" MIN.112" MIN.112" MIN. 10 D ≤D / 6 ≤D / 6 ≤D / 6 ≤D / 6 ≤D / 4 D MIN. D MIN. 2" M I N . 2" M I N . D/ 3 L/3 L/3L/3 L NO NOTCHES IN MIDDLE THIRD OF BEAM NOTES: 1.D = JOIST OR RAFTER DEPTH, L = JOIST OR RAFTER LENGTH 2.HOLES, NOTCHES, AND SLOTS ARE NOT TO BE LOCATED ADJACENT TO UNSOUND OR LOOSE KNOTS. 3.PREFERED LOCATION OF NOTCH IS AT TOP OF MEMBER. NOMINAL 4" ACTUAL D/6 D/4 D/3 3 1/2"9/16"7/8"1 1/8" 6"5 1/2"7/8"1 3/8"1 13/16" 8"7 1/4"1 3/16"1 13/16"2 7/16" 10"9 1/4"1 1/2"2 5/16"3 1/16" 12"11 1/4"1 7/8"2 13/16"3 3/4" 14"13 1/4"2 3/16"3 5/16"4 7/16" NOTCHES AND HOLES IN JOISTS 48" LONG SIMPSON CMST 14 48" LONG TYP. BEAM TO POST CONNECTION 1 OVERSIZED GLULAM BEAM SEE PLAN 2" 3" 2" TY P . SEE PLAN WD. POST 3/8" STEEL BUCKET W/ 3-3/4" THRU BOLTS. 2" 3" 6" 1/4"3" 2" 3" 2" TY P . 6" 3" 2" 2" 3" 1/4" 3" 2" 3" 3/8" STEEL PL. 2 1/2"2 1/2" POST / COLUMN CONNECTION - CAPS SCHEDULE1A OR HDR.WD. BEAM SEE PLAN SIMPSON CAPS SEE TABLE [WOOD BEAM TO WOOD POST] MSTA 24 TYP. BEAM TO POST CONNECTION1B WD. BEAM SEE PLAN SEE PLAN KING. POSTSIMPSON CAPS SEE TABLE CONTINUOUS BEAM WHERE OCCURS SEE PLAN LOW BEAM SEE PLAN KING. POSTSIMPSON CAPS SEE TABLE WD. BEAM SEE PLAN CONTINUOUS BEAM WHERE OCCURS SEE PLAN LOW BEAM TYP. KING POST DETAIL1C OVERSIZED GLULAM BEAM TO POST CONNECTION1D "T" INTERSECTION BEAM AND POST CONNECTION1E [ FRONT VIEW ][ SIDE VIEW ] [ FRONT VIEW ][ SIDE VIEW ] [ TOP VIEW ] [ TOP VIEW ] "CROSS" INTERSECTION BEAM AND POST CONNECTION1F WD. BEAM PER PLAN WD. BEAM PER PLAN SIMPSON "CCTQ" SIMPSON "CCCQ" SEE PLAN WD. POST STEEL BEAM SEE PLAN SEE PLAN WD. POST 1/4" 3/8" BOTH SIDE 3/8" STIFF. C . OF COLUMNL 1/4" PL 3" WIDE W/ 2-5/8" M.B. 7" 3" 112" [STEEL BEAM TO WOOD POST] 4" 3" 112" 1/4" PL 3" WIDE W/ 2-5/8" M.B. 1/4" [ALT. PLATE LOCATION] NOT AFFECT BOLT WILL WALL FINISH DRYWALL 6BBEAM TO BEAM CONNECTIONS6A 6DJOISTS TO BEAM CONNECTIONS6C 6E BEAM TO COL. SIDE FACE MOUNT CONNECTION 3 SIMPSON "MST72" SIMPSON "HUCQ" HANGER WRAPPED AROUND POST SEE PLAN WD. POST WOOD BEAM SEE PLAN WOOD BEAM SEE PLAN SIMPSON "HUCQ" EQ. EQ. HANGER TYP. BEAM TO POST SIDE CONNECTION (HEAVY)A TYP. BEAM TO POST SIDE CONNECTION (LIGHT W/ SIMPSON HH)B SIMPSON "HH" SEE PLAN WD. POST SEE PLAN WD. BEAM OR HEADER 3/4" PLYWOOD TYP. SEE PLAN WOOD BEAM OR (2)-2x F.J. AT LANDINGS 3/4" THK. PLY. 5/8" THK. PLY. AT FLOORS OR SIMPSON THA HANGER WOOD STRINGERS SEE SCHEDULE 7 1 / 2 " M I N . 11FT MAX. 11" TYP. 7. 5 " MA X . BLOCKING @48" O.C. 1 1/2" TIMBERSTRAND LSL 2x F.J. SEE PLAN 6x10 ~ 6x14 HUCQ TYP. LEDGER DETAIL AT ROOF & FLOOR 13 6x BEAM PARALLEL TO EDGEB 4x BEAM PARALLEL TO EDGEA JOISTS PERPENDICULAR TO EDGEC DBL. TOP PL. WHEN OCCURS 7" 3" 112" TS 2x2x1/4 GUARDRAIL @48"O.C. SEE ARCH. TS 2x2x1/4 GUARDRAIL @48"O.C. SEE ARCH. TS 2x2x1/4 WD. STUDS SEE PLAN W/(2)-16d @16"O.C. 2x #2 LEDGER B.N. SIMPSON HANGER 2x R.R. SEE PLAN W/(2)-16d @16"O.C. 2x #2 LEDGER 2x BLOCKING @48"O.C. 2x BLOCKINGS WD. STUDS SEE PLAN 2x BLOCKINGS B.N. WD. STUDS SEE PLAN W/(3)-3/8" Ø LAG SCREW 3x #2 LEDGER B.N. SIMPSON HANGER 2x F.J. SEE PLAN W/(2)-16d @16"O.C. 2x #2 LEDGER 2x BLOCKING @48"O.C. 2x BLOCKINGS WD. STUDS SEE PLAN 2x BLOCKINGS B.N. x5" LONG @16" O.C. LEDGER CONNECTION AT ROOF (INACCESSIBLE)A LEDGER CONNECTION AT OCCUPIED FLOOR B 2.5" MIN. SIMPSON LTS12 @48" O.C. SIMPSON LTS12 @48" O.C. SIMPSON LTS12 @48" O.C. SIMPSON LTS12 @48" O.C. ANCHOR @EACH SIDE SIMPSON A35 FRAMING OR EQUIVALENT 2x BLOCKING @48" O.C. DRY WALL PER ARCH 14CEILING BEAMS TO JOIST CONNECTION FOR 3 BAYS 2x BLOCKING @48" O.C. FOR 3 BAYS WD. CEILING LEVEL BEAM(C.L.) SEE PLAN TOE NAILS TYP. CUSTOM WOOD BEAM L AND T CONNECTION 7 1 1/2"6" 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " BOLTS PER ROW PROVIDE AS MANY AS BEAM DEPTH ALLOWS TOP VIEW SIDE VIEW 1/4"THK. PL. W/ 3/4"Ø A307 N THRU BOLTS W/ 2"Ø MIN. WASHER TY P . TYP. TY P . 3/8" 3/8" 3D VIEW 1 1 / 2 " 6" 1 1/2" TYP. SIMPSON MSTC66B3Z TYP. DETAILS S121 "CCQ" OR "ECCQ", POST / COLUMN CAPS SCHEDULE POST CAP (SIMPSON STRONG-TIE) BEAM WIDTH 3-1/2" THRU. 9-1/4" WIDE CUSTOMIZED OVERSIZED GLULAM BEAM >11-1/2" WIDE STEEL BUCKET "CC"GLULAM BEAM 9-1/4" THUR. 11-1/2" WIDE STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 DRAG STRAP SCHEDULE MARK D/1 D/2 D/3 D/4 LSTA30 CS14 CMST14 CMST12 1640 2490 6475 9215 MODEL NO.LENGTH ALLOWABLE TENSION(#) SIMPSON STRAP SEE SCHEDULE DBL. TOP PLATE SEE PLAN OR 2-2x R.R. 2x R.R. SEE PLAN 4x WOOD BEAM 2 OR 4x BLOCKING C.J. <D/#> 2TYP. DRAG CONNECTION DETAILS 2x R.R. SEE PLAN SIMPSON A35 OR SIMPSON LTP4 SEE SCHED. 2x BLOCKING DBL. TOP PLATE OR WD. POST (2)-2x STUDS SIMPSON STRAP SEE SCHEDULE <D/#> DBL. TOP PLATE SIMPSON STRAP SEE SCHEDULE 2x BLOCKING OR 4x POST (2)-2x STUDS 2x R.R. SEE PLAN <D/#> SIMPSON A35 OR SIMPSON LTP4 SEE SCHED. DRAG CONNECTION - SLOPED2B DRAG CONNECTION - FLAT TO SLOPED2C WOOD BEAM END LENGTH COLLECTING LENGTH 4x OR 2-2x BLOCKING W/E.N. TYP. SIMPSON STRAP SEE SCHEDULE <D/#> 15" 16" 30" 39" END LENGTH DRAG CONNECTION - HORIZONTAL2D COLLECTING 15" 30" U.N.O. 30" U.N.O. 39" U.N.O. END LE N G T H END LE N G T H END L E N G T H END L E N G T H END L E N G T H END LENGTH 4x OR 2-2x BLOCKING W/E.N. TYP. SIMPSON STRAP SEE SCHEDULE <D/#> DRAG CONNECTION - HORIZONTAL2E SHEAR WALL SEE PLAN TYP. SHEATHING LAY-OUT 1 (2)-2x R.R. C.J. SEE PLAN SIMPSON ST18 SIMPSON ST18 (2)-2x BLOCKING (2)-2x R.R. C.J. SEE PLAN 36 " M A X (2)-2x BLOCKING 36" MAX LEVEL BOUNDARY NAIL EDGE NAIL FIELD NAIL ROOF 10d COMMON NAILS FLOOR -. ALL PLYWOOD EDGES SHALL BE BLOCKED. U.N.O. @6"O.C. 10d COMMON NAILS @6"O.C. 10d COMMON NAILS @6"O.C. 10d COMMON NAILS @6"O.C. 10d COMMON NAILS @12"O.C. 10d COMMON NAILS @10"O.C. PLYWOOD (PANEL INDEX) SEE PLAN NOTE SEE PLAN NOTE SUPPORT JOIST SEE FRAMING PLAN BOUNDARY NAILING (B.N.) SEE SCHEDULE EDGE NAILING (E.N.) SEE SCHEDULE FIELD NAILING (F.N.) SEE SCHEDULE SUPPORT JOIST SEE FRAMING PLAN BOUNDARY NAILING (B.N.) SEE SCHEDULE EDGE NAILING (E.N.) SEE SCHEDULE FIELD NAILING (F.N.) SEE SCHEDULE BLOCKING -TYP. BLOCKING -TYP. BLOCKING -TYP. BLOCKING -TYP. ROOF FLOOR B.N. STAGG. SEE PLAN NOTES JOIST B.N. STAGG. SEE PLAN NOTES JOIST NAILING TO JOIST AT PANEL EDGES1B B.N. STAGG. SEE PLAN NOTES 2x4 BLKG. TOE NAILS. JOIST NAILING TO BLKG. AT PANEL EDGES1C B.N. STAGG. SEE PLAN NOTES WD. BLKG JOIST NAILING TO FULL DEPTH JOIST BRACING BLKG.1D FOR BRACING TOE NAILS. TYP. TOE NAILS. TYP. B.N. STAGG. SEE PLAN NOTES WD. BLKG JOIST AT PANEL EDGES TOE NAILS. TYP. TOE NAILS. TYP. BEAM OR JOIST 3/8" Ø LAG SCREW @12" O.C. B.N. 3/8" Ø LAG SCREW @16" O.C. @16" O.C. W/1/2"Ø BOLTS FULL NAILER NAILING TO SHEATHING STEP1E JOIST TYPICAL DIAPHRAGM OPENING DETAIL1F TYP. RIPPING DETAIL1G DIAPHRAGM SHEATHING LAYOUT AND NAILING SCHEDULE1A COLLECTING LENGTH COLLECTING LENGTH 2x F.J. OR R.R. SEE PLAN 2x DBL END LENGTH EQ. 2-2x BLOCKING SHEAR WALL SEE PLAN SIMPSON A35 OR SIMPSON LTP4 W/E.N. TYP. SEE SCHED. 2 OR 4x BLOCKING TOP PLATE WD. STUDS SEE PLAN OR WD. COL. DBL. STUD SEE PLAN SIMPSON STRAP SEE SCHEDULE <D/#> SIMPSON STRAP SEE SCHEDULE <D/#> 2x F.J. OR R.R. SEE PLAN 2x DBL WOOD BEAM SHEAR WALL SEE PLAN SIMPSON A35 OR SIMPSON LTP4 SEE SCHED. 2 OR 4x BLOCKING TOP PLATEWD. STUDS SEE PLAN OR WD. COL. DBL. STUD SEE PLAN DRAG CONNECTION - HORIZONTAL2A COLLECTING LENGTH END LENGTH OR 2- JOIST B.N. TYP. ALONG THE MEMBER B.N. TYP. WITHIN THE COLLECTOR LENGTH B.N. TYP. ALONG THE MEMBER B.N. TYP. ALONG THE MEMBER B.N. TYP. ALONG THE MEMBER B.N. TYP. WITHIN THECOLLECTOR LENGTH B.N. TYP. WITHIN THE COLLECTOR LENGTHB.N. TYP. ALONG THE MEMBER END LENGTH 2x R.R. SEE PLAN SIMPSON H3 2x F.J. OR R.R. SEE PLAN SIMPSON A35 8"x12" PLYWOOD BLOCKS 2x F.J. OR R.R. SEE PLAN TOP PLATE @16" O.C. 16d COMM. 2" M I N . 16d COMM. @16" O.C. TOE NAIL & STAGGER PERPENDICULAR PARALLEL WHERE TAPERED MEMBER 1-3/4" BLOCK TAPERED MEMBERS 6'-0" O.C. TO TAPERED JOISTS WITH 2" BLOCKING & SIMPSON A35 TO RAFTERS & NAILING AS INDICATED ABOVE MAIN RAFTERS TO BE 16" O.C. 1. SIMPSON A35 EACH SIDE 4'-0" O.C. TAPERED RAFTERS TO BE 16" O.C. 2" BLOCKING 6'-0" O.C. PERPENDICULAR WITH MAIN JOISTS. 2. MIN. 1-5/8" TAPER WHERE TAPERED MEMBERS ARE TO JOIST. W/ 8-16d @ 24"O.C STAGG. RIP STRIP @ 16" O.C. 2x BLK. @ 4' O.C. 2x BLK. @ 4' O.C. RIP STRIP @ 16" O.C. 4' MAX. 4' MAX. @16" O.C. 16d COMM. TYP. DETAILS S122 STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 E.N. HOLDOWN PER PLAN END POST SEE PLAN 16d @ E.N. E.N. HOLDOWN PER PLAN END POST SEE PLAN E.N. E.N. END POST SEE PLAN E.N. 6" O.C. 16d @ 6" O.C. E.N. HOLDOWN PER PLAN END POST SEE PLAN 16d @ E.N. E.N.6" O.C. 2ND HOLDOWN OR ALTERNATIVE LOCATION 2ND HOLDOWN OR ALTERNATIVE LOCATION 2ND HOLDOWN OR ALTERNATIVE LOCATION 2ND HOLDOWN OR ALTERNATIVE LOCATION E.N. HOLDOWN PER PLAN END POST SEE PLAN E.N. 2ND HOLDOWN OR ALTERNATIVE LOCATION HOLDOWN PER PLAN WOOD SHEAR WALL SCHEDULE1C ROOF EDGE NAILING BOUNDARY NAILING SIMPSON A35 OR LTP5 SEE PLAN WOOD STUDS SEE PLAN BOUNDARY NAILING FLOOR LINE FIELD NAILING PLYWOOD PANELS SEE SHEAR WALL PLAN AND SCHEDULE END POST AS REQUIRED FOR HOLDOWNS PER PLAN AND DETAILS SIMPSON HOLDOWNS OR STRAPS SIMPSON HOLDOWN SEE PLAN 2x F.J. OR BLOCKING SEE PLAN TYP. S124 1J SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE A.B. SEE SHEAR WALL SCHEDULE TYP. S124 1 2x STUDS FOR A 3x OR 2-2x STUDS FOR B THRU G AT ADJOINING PANEL EDGES 2x FOR A 3x OR 2-2x STUDS FOR B THRU G AT ADJOINING PANEL EDGES 12" MAX. SEE PLAN SHEAR WALL SEE SCHED. SIMPSON CLIP 2x BLOCKING 2x F.J. SEE PLAN SILL PLATE SEE SHEAR WALL SCHED. SIMPSON A35 SEE SCHED. EXTERIOR SECTION AT FLOOR LEVEL WD. STUDS SEE PLAN SEE PLAN SHEAR WALL WD. STUDS SEE PLAN SEE PLAN SHEAR WALL SEE SCHED. SIMPSON CLIP [ DOUBLE-SIDE SHEAR WALLS ] E.N. SIMPSON A35 SEE PLAN SHEAR WALL 4x RIM JOIST OR 4x BLOCKING SEE SCHED. [ SINGLE-SIDE SHEAR WALLS ] OR 2x RIM JOIST WD. STUDS SEE PLAN DEPENDING ON JOIST DIRECTIONS DEPENDING ON JOIST DIRECTIONS SILL PLATE SEE SHEAR WALL SCHED. 4x BLOCKING OR 4x RIM JOIST DEPENDING ON JOIST DIRECTIONS 2x BLOCKING OR 2x RIM JOIST DEPENDING ON JOIST DIRECTIONS E.N.E.N.E.N.E.N. E.N.E.N.E.N.E.N.E.N.E.N. E.N. [ DOUBLE-SIDE SHEAR WALLS ][ SINGLE-SIDE SHEAR WALLS ] SEE PLAN SHEAR WALL SEE SCHED. SIMPSON CLIP [ DOUBLE-SIDE SHEAR WALLS ] SIMPSON A35 SEE PLAN SHEAR WALL 4x RIM JOIST OR 4x BLOCKING SEE SCHED. [ SINGLE-SIDE SHEAR WALLS ] DEPENDING ON JOIST DIRECTIONS 2x BLOCKING OR 2x RIM JOIST DEPENDING ON JOIST DIRECTIONS E.N.E.N.E.N. B.N.B.N. SEE PLAN SHEAR WALL SEE SCHED. SIMPSON CLIP [ DOUBLE-SIDE SHEAR WALLS ] SIMPSON A35 SEE PLAN SHEAR WALL SEE SCHED. [ SINGLE-SIDE SHEAR WALLS ] E.N.E.N.E.N. B.N.B.N.2x BLOCKING OR 2x RIM JOIST DEPENDING ON JOIST DIRECTIONS 2x BLOCKING OR 2x RIM JOIST DEPENDING ON JOIST DIRECTIONS 1B1 1B2 1B3 1B4 WOOD-FRAMED SHEAR WALL ELEVATION, SCHEDULES, DETAILS 1 2" MIN. 1/2" MAX.1/2" MAX. DOUBLE-SIDED SHEAR WALL 1/2" MAX. SIMPSON BPS 3"x412" BEARING PLATE SCHEDULE 3"3" ON 6x SILL PLATE SIMPSON BP 3"x3"ALL OTHERSUSE BPS W/ SLOT WHEN SILL PL. IS 6x EXTERIOR SECTION AT ROOF LEVEL INTERIOR SECTION AT ROOF LEVEL INTERIOR SECTION AT FLOOR LEVEL TYPICAL SEGMENTED SHEAR WALL ELEVATION (WOOD PANELS)1A 12" MAX. 1B6 INTERIOR SECTION AT FLOOR LEVEL END POST @ CORNER 1D2 END POST @ CORNER 1D3 END POST @ CORNER 1D4 END POST @ INTERSECTION 1D5 END POST @ INTERSECTION 1D1 1D6 END POST - END OF WALL [ SINGLE ] [ DOUBLE ] HOLDOWN PER PLAN END POST WOOD SHEAR WALL END POST CONDITIONS AND SHEATHING CONTINUITY CONDITIONS1D 1E OPENING AT SHEAR WALL SHEATHING SHEAR WALL 3x BLOCKING STUD DBL. CMST16 STRAP (@T&B OF OPENING) WD. STUDS SEE PLAN 2x BLOCKING OPENING BOUNDARY NAILS AROUND OPENING SHOULD BE THE SAME AS SHEARWALL BOUNDARY NAILS TYPICAL SHEAR WALL SECTIONS1B B3 & B4 B1 & B2 B5 & B6 TYP. TYP. TYP. E.N. E.N. 1/4 " 1/4 " E.N. E.N. F.N. F.N. RECTANGULAR OR ROUND STEEL POST 3x FULL NAILER W/1/2"Ø BLOTS @24"O.C. F.N. F.N. CONTINUOUS SHEAR WALL @ BOTH SIDES 1D9 E.N. E.N.E.N. E.N. 16d 6"O.C. STAG. SHEATHING CONTINUITY - CHANGE OF STUD SIZE 1D10 SHEATHING CONTINUITY - STEEL POST INSIDE OF WALL 1D11 SHEATHING CONTINUITY - CHANGE OF STUD SIZE 1D12 SHEATHING CONTINUITY - CHANGE OF STUD SIZE B.N. B.N. B.N. B.N. 2x STUD W/ 16d @ 6" O.C. TYP. CONTINUOUS SHEAR WALL @ BOTH SIDES WD. FILLER W/1/2"Ø M.B. @24"O.C. STAGGERED F.N.F.N.B.N. B.N. B.N. B.N. 2x STUD W/ 16d @ 6" O.C. TYP. CONTINUOUS SHEAR WALL @ BOTH SIDES ST'L. COL. SEE PLAN 3x FULL NAILER W/1/2"Ø BLOTS @24"O.C. CONTINUOUS SHEAR WALL @ BOTH SIDES 1D7 END POST - STEEL POST STEEL END POST PER PLAN 3x FULL NAILER W/1/2"Ø BLOTS @18"O.C.F.N. F.N. E.N. E.N. SHEAR WALL E.N. E.N. SHEAR WALL AS SEE PLAN FRAMED FLOOR SILL PLATE ATTACHMENT @ 12" O.C. @ 10" O.C. @ 8" O.C. @ 6" O.C. A @ 6" O.C. @ 8" O.C. @ 10" O.C. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 3/4"Ø A.B. 3/4"Ø A.B. 6" LONG ALLOW. SHEAR (PLF) 340 510 665 870 1020 1330 1740@2/12 @3/12 @4/12 @6/12 @4/12 @3/12 @2/12 15 / 3 2 " A P A R A T E D S T R U C T U R A L - I NAILINGPLAN ** NOTE. ** 1.USE COMMON NAILS ONLY. 10d COMMON NAILS SHOULD BE WITH FULL HEADS. 2.3x FRAMING MEMBERS AT THE SILL PLATE AND ALL PANEL BOUNDARY MEMBERS. 3.MIN. 1/2" EDGE NAIL DISTANCE AT PANEL END AND EDGE. 4.NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. 5.SQUARE PLATE WASHERS SHALL BE USED PER B6/S123. 6.ALLOWABLE SHEAR VALUES ARE PERMITTED TO BE INCREASED 40 PERCENT FOR WIND DESIGN. (2306.4.1) 7.1/4"Ø & 3/8"Ø LAG SCREW SHALL BE INSTALLED WITH STAGGERED. 8.SPECIAL PERIODIC INSPECTION OF STRUCTURAL WOOD IS REQUIREDFOR 4" OR LESS LEGNTH OF NAILING. # OF 1 1 1 1 2 2 2 SIDES SYMBOL ON (@EDGE (USE 1/4'Ø @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. @ 12" O.C. @ 10" O.C. SILL PL. SIZE 2x 3x 3x 3x 3x 3x GRADE 5/8"Ø x 8" LONG @ 18" O.C. @ 12" O.C. @ 12" O.C. @ 12" O.C. @ 10" O.C. @ 32" O.C. @ 24" O.C. SIMPSON SDS PANEL ABUTTING FRAMING SIZE AT 2x 3x OR @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. BOTH SIDES BOTH SIDES BOTH SIDES OR S H E A T H I N G G R A D E /FIELD) 10d 2-2x 3x OR 2-2x 3x OR 2-2x 3x OR 2-2x 3x OR 2-2x 3x OR 2-2x JOINTS @ 8" O.C. HEAVY-DUTY SCREW) 6" LONG @ 6" O.C. 6" LONG @ 6" O.C. 6" LONG @ 4" O.C. 8" LONG @ 3" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. @ 24" O.C. @ 16" O.C. @ 16" O.C. N/A @ 48" O.C. @ 32" O.C. N/A EXISTING CONCRETE (USE SIMPSON "TITAN HD" ESR-2713 LARR#25741) EXISTING CONCRETE STEM WALL (USE SIMPSON "URFP" ESR-2616) TOP OF STEEL BEAM WITH NAILER (USE 5/8"Ø WELDED STUD) 5/8"Ø x 8" LONG 5/8"Ø x 8" LONG 5/8"Ø x 8" LONG 5/8"Ø x 8" LONG 3/4"Ø x 8" LONG 3/4"Ø x 8" LONG CONCRETE (USE ANCHOR BOLTS x 7" EMBED. PER 1B5&1B6/S123) 5/8"Ø A.B. @ 24" O.C. E F G B C D WOOD STRUCTURAL PANEL SHEAR CLIP (SIMPSON A35 OR LTP5) E.N. 7" M I N . 2" MIN. WD. STUDS SEE PLAN SLAB / CURB / FTG. TOP OF CONCRETE SIMPSON BP OR BPSSEE BEARING PLATE CONTINUOUS SLAB (WHERE OCCURS) E.N. SEE PLAN SHEAR WALL SEE PLAN SHEAR WALL E.N. TREATED PL. & A.B PER SHEARWALL SCHEDULE SCHEDULE BELOW 7" M I N . 2" MIN. SECTIONS AT BASE OF SHEAR WALLS1B5 1D8 END POST - DOUBLE POSTS END POST 2ND END POST (2)-1/4" Ø SIMPSON SDS @6" O.C. STAGG. 3" 3RD END POST E.N.E.N.E.N. E.N.E.N.E.N. 3x TYP. DETAILS S123 STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 *CONCRETE REINFORCEMENT NOT SHOWN FOR CLARITY. ON GRADE CONC. SLAB SILL PL. PER SCHED. SHEAR WALL SEE PLAN 15 " M I N . E M B E D . WD. POST MIN. 6x6 OR 4X8 LVL 2- SIMPSON HD19 23" CONTINUOUS CONCRETE FOOTING WIDTH 24" MIN. EXTEND FOOTING 22 " M I N . EXTEND FOOTING 18" 21 5/8" 18" 24 7/8" 24" EMBED. 1 3/4" MIN. EDGE DIST. CONC. SLAB ON GRADE FOOTING ANCHOR IN SB1X30 24"SB1X30 24"SB1X30 1- #4 EACH SIDE OF A.B. WD. POST SHEAR WALL SEE PLAN *CONCRETE WALL REINFORCEMENT NOT SHOWN FOR CLARITY 2x F.J. SEE PLAN SHEAR WALL SEE PLAN WD. POST SEE SCHEDULE 18 " M I N . SEE SHEAR WALL SCHED. 2 OR 3x SILL PLATE FINISHGRADESE E A R C H . SEE SCHEDULE HOLDOWN ANCHOR SIMPSON HDU - 18 " M A X . O R EM B E D . SE E S C H E D . W/5/8"Ø A.B. x9" EMB. 2x OR 3x TREATED PL. SEE SHEAR WALL SCHED. WD. POST SEE SCHEDULE 6" M I N . SECOND HOLDOWN WHERE OCCURS 212" MIN.212" MIN. 6"6" 18 " M I N . PER SCHEDULE HOLDOWN ANCHOR SIMPSON HDU - 3" 212" MIN.212" MIN. MIN. 8" THICK CONC. WALL 32 " 18 " M I N . EQ.EQ. TOTAL 2-#4 PER SCHEDULE ANCHOR TYPE TOP OF CONC. STEM WALL ANCHOR IN THICKNESS EDGE DIST. SB5/8X24 SSTB24 SB5/8X24 SB7/8X24 PAB8 PAB8 PAB8 ROD DIAM. 1 3/4" MIN. 1 3/4" MIN. 1 3/4" MIN. EXTEND EMBED. 18" 18" 18" IN EXISTING FOOTING ANCHOR EDGE DIST. ROD DIAM.EMBED. N/A 5/8"Ø N/A N/A N/A N/A N/A 12" N/A N/A N/A N/A N/A N/A 2" MIN. N/A N/A N/A N/A N/A N/A JOIST DIRECTION VARIES, SEE PLAN FULL WIDTH SOLID BLOCKING UNDER COLUMN SEE PLAN WD. POST SEE PLAN & SCHEDULE HOLDOWN ANCHOR SIMPSON HDU - SILL PLATE PER SHEAR WALL SCHED. 2x DBL. TOP PLATE SEE PLAN WD. POST *CONCRETE REINFORCEMENT NOT SHOWN FOR CLARITY. *CONCRETE REINFORCEMENT NOT SHOWN IN TOP OF EXISTING (STEM) WALL EDGE DIST. ROD DIAM.EMBED. 1"Ø 5/8"Ø N/A N/A N/A N/A N/A 18" N/A N/A N/A N/A N/A N/A 2" MIN. N/A N/A N/A N/A N/A N/A EPOXY ANCHOREPOXY 6" 6" 1.5 x EMBED. ON GRADE CONC. SLAB SILL PL. SHEAR WALL SEE PLAN WD. POST SEE SCHEDULE SEE SCHEDULE HOLDOWN ANCHOR SIMPSON HDU - ON GRADE CONC. SLAB SILL PL. SHEAR WALL SEE PLAN EM B E D . SE E S C H E D . WD. POST SEE SCHEDULE SEE SCHEDULE HOLDOWN ANCHOR SIMPSON HDU - EDGE DISTANCE PER SCHEDULE EQ.EQ. F.G. EM B E D . SE E S C H E D . 8" 6" CONC. STEM WHEN OCCUR CONTINUOUS CONCRETE FOOTING WIDTH 6" EXTEND FOOTING ONLY FOR HDU11 & LARGER FOOTING EXTEND FOOTING EXTEND FOOTING SHALL BE AT INNER SIDE HOLDOWN ANCHOR OF CONTINUOUS FOOTING REBAR 1-#4 (T)&(B) SMALLER EXTENSION WHEN NEEDED 1. 5 x E M B E D . 6" 1.5 x EMBED. 6" 6" [ AT INTERIOR FOOTING ][ AT EXTERIOR FOOTING ] SEE 2C, 2D, 2E. CO N T I N U O U S C O N C R E T E FO O T I N G W I D T H [ EXTENDED FOOTING - EDGE ] [ EXTENDED FOOTING - CORNER ] HOLDOWN HOLDOWNS [ EXTENDED FOOTING - CORNER ] 1.5 x E M B E D . 1.5 x E M B E D . 6"EXTEND FOOTING FOR HDU11 & LARGER CO N T I N U O U S C O N C R E T E FO O T I N G W I D T H CO N T I N U O U S C O N C R E T E FO O T I N G W I D T H HOLDOWN [ HOLDOWNS AT DIFFERENT SIDE ][ HOLDOWNS AT THE SAME SIDE ] WD. POST SEE SCHEDULE 12 " M I N . ROD MUST BE CONTINUOUS AND USE COUPLERS WHEN NECESSARY SHEAR WALL BOUNDARY AND CONNECTORS SCHEDULE1A HOLDOWN ANCHOR IN S.O.G. FOOTING1B HOLDOWN ANCHOR IN RAISED FLOOR FOOTING1C HOLDOWN CONNECTION BETWEEN WOOD POSTS2C TYP. DETAIL FOR TWO HOLDOWN ON ONE POST1E HOLDOWN ANCHOR IN CONCRETE (STEM) WALL1D 1SHEAR WALL BOUNDARY TO FOUNDATION ANCHORAGE 24"SB1X30 PAB8 N/A N/A N/A N/A N/A N/AEXTEND FOOTING 11 1/2" 11 1/2" 11 1/2" 11 1/2" AND TIE DOWN ANCHOR ROD SIZE LARGER THAN 5/8" DIA. (ASTM A 36) EXTEND FOOTING FOR HDU11 & LARGER AND TIE DOWN ANCHOR ROD SIZE LARGER THAN 5/8" DIA. (ASTM A 36) EXTEND FOOTING FOR HDU11 & LARGER AND TIE DOWN ANCHOR ROD SIZE LARGER THAN 5/8" DIA. (ASTM A 36) AND TIE DOWN ANCHOR ROD SIZE LARGER THAN 5/8" DIA. (ASTM A 36) CENTER LINE OF COLUMN JOIST DIRECTION VARIES, SEE PLAN 2x DBL.SIMPSON LTP4 SEE SCHED. SILL PLATE PER SHEAR WALL SCHED. TOP PLATE SEE PLAN WD. POST CENTER LINE OF JOIST & MST STRAP SEE PLAN WD. POST EQ . CL E A R S P A N EQ . CU T L E N G T H EN D L E N G T H EN D L E N G T H STRAP TIE PER PLAN FLOOR-TO-FLOOR STRAP DETAIL AND SCHEDULE2B MSTC-STRAP TO WD. BEAM CONNECTION3C FLOOR WHEN OCCURS WOOD BEAM 4x POST MIN. U.N.O. SIMPSON DTT2Z EA. SIDE 2-2x TOP PL. 4x POST MIN. UPLIFT RESTRAINT WITH HOLD DOWN4B U.N.O. SIMPSON DTT2Z EA. SIDE WOOD BEAM SIMPSON PRE-BENT STRAP WOOD BEAM SEE PLAN WD. POST SHEAR WALL SEE PLAN SHEAR WALL MSTC48B3 OR MSTC66B3Z SEE PLAN PER SHEAR WALL SCHED. SILL PLATE 2x F.J. SEE PLAN WOOD BEAM SEE PLAN WD. POST SHEAR WALL SEE PLAN SHEAR WALL SEE PLAN PER SHEAR WALL SCHED. SILL PLATE 2x F.J. CONNECTOR MIN. WOOD SDS SCREWSPOST SIZE* CAPACITY (LBS)25% REDUCTIONCAPACITY W/ PER LA CITY TYPE SIMPSON HOLD-DOWNS CASE CONNECTION BETWEEN WOOD POSTS NAME *MIN. WOOD POST SIZE HAS BEEN DESIGNED TO 11' OF UNBRACED COLUMN HEIGHT. MST48 MST37 MST60 MST72 2-MST72 4x4 #1 4x4 #1 4x4 #1 4x6 #1 (32)-16d (20)-16d (46)-16d (62)-16d 2x (62)-16d6x6 #1 2-MST60 2x (46)-16d 4x8 #1 3,950 2,460 6,235 6,730 12,470 13,460 2,962 1,845 4,676 5,047 9,352 10,094 6x6 #14x8 #1 SIMPSON STRAP TIES 2-CMST12 2x (84)-16d6x6 #1 4x8 #1 18,430 13,822(x 90"LONG ) CONNECTOR MIN. WOOD SDS SCREWSPOST SIZE* CAPACITY (LBS)25% REDUCTIONCAPACITY W/ PER LA CITYTYPE SIMPSON HOLD-DOWNS CASE NAME SHEAR WALL BOUNDARY AND CONNECTORS SCHEDULE2A 2POST TO POST CONNECTION3CRIPPLE END POST TO BEAM CONNECTION CONNECTOR MIN. WOOD SDS SCREWSPOST SIZE* CAPACITY (LBS)25% REDUCTIONCAPACITY W/ PER LA CITY TYPE SIMPSON HOLD-DOWNS CASE CONNECTION BETWEEN WOOD POSTS NAME *MIN. WOOD POST SIZE HAS BEEN DESIGNED TO 11' OF UNBRACED COLUMN HEIGHT. SIMPSON STRAP TIES MST48 4x4 #1 (32)-16d 3,950 2,962 MSTC48B3 (38)-16d 3,975 2,981 MSTC66B3Z 4x4 #1 (38+4)-16d 4,490 3,367 2-MSTC66B3Z 2-(38+4)-16d 8,980 6,7344x6 #1 SHEAR WALL BOUNDARY AND CONNECTORS SCHEDULE3A CCQ/ECCQ PCZ/EPCZ CC CONNECTOR 4x6 #1 4x4 #1 4x8 #1 MIN. WOOD SDS SCREWSPOST SIZE* 3,785~5,355 1,075~1,230 7,410~8,080 CAPACITY (LBS)25% REDUCTIONCAPACITY W/ PER LA CITY 2,306 TYPE POST CAPS CASE BEAM CONNECTED TO POST NAME *MIN. WOOD POST SIZE HAS BEEN DESIGNED TO 11' OF UNBRACED COLUMN HEIGHT. SIMPSON STRAP TIES 4x4 #1MSTC48B3 (38)-16d 3,975 2,981 MSTC66B3Z 4x4 #1 (38)-16d 4,490 3,367 SHEAR WALL BOUNDARY AND CONNECTORS SCHEDULE4A 6x6 #1 2,838~4,016 5,557~6,060 TENSION TIES DTT2Z 4x4 #1 2,105 1,578(8)-1/4x2.5 2-DTT2Z 4x4 #1 4,210 3,1562-(8)-1/4x2.5 - - - UPLIFT RESTRAINT WITH STRAP4C 4BEAM TO POST CONNECTION(WITH UPLIFT) MSTxx/CMSTxx SEE TABLE 2A/S124 CLAMPING BEAM WITH EXTRA POST AND STRAP4D ALTERNATIVE CONNECTION BETWEEN WD. POSTS2D JOIST DIRECTION VARIES, SEE PLAN FULL WIDTH SOLID BLOCKING UNDER COLUMN SEE PLAN WD. POST SEE PLAN & SCHEDULE HOLDOWN ANCHOR SIMPSON HDU - SILL PLATE PER SHEAR WALL SCHED. 2x DBL. TOP PLATE SEE PLAN WD. POST HDU AND STRAP ARE INTERCHANGEABLE, PROVIDED THAT THE ORIGINAL DESIGN CAPACITY IS NOT REDUCED. REFER TO TABLE 2A FOR DESIGN CAPACITY [ SECTION VIEW ] [ ELEVATION VIEW ] SILL PLATE PER SHEAR WALL SCHED. WD. BEAM END POST ABOVE SIMPSON PRE-BENT STRAP MSTC48B3 OR MSTC66B3Z SEE PLAN EXTRA BENT STRAPWHEN OCCURS SEE PLAN PROVIDE 2-2x STUD OR 4x POST FOR EACH PAIR OF EXTRA EXTRA END POST CONNECTION SEE DETAIL 1D8/S123 BENT STRAP SEE PLAN SB5/8X24 SSTB20 SB5/8X24 SSTB28 CONTINUOUS CONCRETE FOOTING WIDTH SIMPSON PAB10 23"1-#4 (T)&(B) 8" 22 " M I N . 24" MIN. 22 " M I N . 22 " M I N . W/(5)-1 STUD BOLTS 20 5/8" MIN.WALL 6" 6" 8" 8" 8" 8" 8" 6"O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. WD. POST MIN. 6x6 OR 4X8 LVL HD19 HOLDOWN ANCHOR IN S.O.G. FOOTING1F HDU4 HDU2 HDU5 HDU8 HDU14 4x4 #1 4x4 #1 4x4 #1 4x6 #1 (10)-1/4x2.5 (6)-1/4x2.5 (14)-1/4x2.5 (20)-1/4x2.5 (30)-1/4x2.56x6 #1 HDU11 (30)-1/4x2.54x6 #1 2-HDU11 2x (30)-1/4x2.56x6 #1 4x8 #1 4x8 #1 4,565 3,075 5,670 7,870 9,535 14,390 19,070 3,424 2,306 4,253 5,903 7,151 10,792 14,302 2-HDU14 2x (30)-1/4x2.56x6 #14x12 #1 28,780 21,584 2-HD19 (5)-1 BOLTS6x6 #14x8 LVL 38,140 28,605 HDU4 HDU2 HDU5 HDU8 HDU14 4x4 #1 4x4 #1 4x4 #1 4x6 #1 (10)-1/4x2.5 (6)-1/4x2.5 (14)-1/4x2.5 (20)-1/4x2.5 (30)-1/4x2.56x6 #1 HDU11 (30)-1/4x2.54x6 #1 2-HDU11 2x (30)-1/4x2.56x6 #1 4x8 #1 4x8 #1 4,565 3,075 5,670 7,870 9,535 14,390 19,070 3,424 2,306 4,253 5,903 7,151 10,792 14,302 2-HDU14 2x (30)-1/4x2.56x6 #14x12 #1 28,780 21,584 2-HD19 (5)-1 BOLTS6x6 #14x8 LVL 38,140 28,605 SEE DETAIL "1F"N/A N/A N/A N/A N/A N/AN/A N/AN/A N/A HDU4 HDU2 HDU5 HDU8 HDU14 4x4 #1 4x4 #1 4x4 #1 4x6 #1 (10)-1/4x2.5 (6)-1/4x2.5 (14)-1/4x2.5 (20)-1/4x2.5 (30)-1/4x2.56x6 #1 HDU11 (30)-1/4x2.54x6 #1 2-HDU11 2x (30)-1/4x2.56x6 #1 4x8 #1 4x8 #1 4,565 3,075 5,670 7,870 9,535 14,390 19,070 3,424 2,306 4,253 5,903 7,151 10,792 14,302 2-HDU14 2x (30)-1/4x2.56x6 #14x12 #1 28,780 21,584 2-HD19 (5)-1 BOLTS6x6 #14x8 LVL 38,140 28,605 WHEN OCCURS WD. BEAM WHEN OCCURSWD. BEAM FOR CLARITY. *CONCRETE WALL REINFORCEMENT NOT SHOWN FOR CLARITY 5/8"Ø 5/8"Ø 5/8"Ø 7/8"Ø 1"Ø 1"Ø 1"Ø ROD DIAM. 1"Ø 1 1/4"Ø 5/8"Ø 5/8"Ø 5/8"Ø 7/8"Ø 1"Ø 1"Ø 1"Ø ROD DIAM. 1"Ø 1 1/4"Ø PROVIDE E.N. FOR ALL END POSTS (USE SIMPSON SSTB/SB ESR-2611)(USE SIMPSON SSTB/SB ESR-2611)ESR#2508 / LARR #25744)(USE SIMPSON SET-3G EPOXY ESR#2508 / LARR #25744)(USE SIMPSON SET-3G EPOXY FULL BLKG. WD. POST SEE SCHED.SEE PLAN & SCHEDULE HOLDOWN ANCHOR SIMPSON HDU - SILL PLATE C OF COLUMN 1/4" STIFF. BOTH SIDES1/4" ST'L. BEAM SEE PLAN 1/4" L HOLDOWN CONNECTION TO STEEL BEAM3B TYP. DETAILS S124 SIMPSON MSTC66B3Z 4x POST MIN. WOOD BEAM POST CAP PER PLANWHEN OCCURS SIMPSON CMST12 4x POST MIN. WOOD BEAM x 28" LONG W/ (25) NAILS ON BEAM [ PERPENDICULAR ] @ BOTH SIDES [ PARALLEL ] SILL PLATE PER SHEAR WALL SCHED. CENTER LINE OF JOIST & MST STRAP PROVIDE ADDITIONAL EQ . CL E A R S P A N EQ . CU T L E N G T H EN D L E N G T H EN D L E N G T H STRAP TIE PER PLAN FLOOR WHEN OCCURS 2-2xWD. STUDS 6" M I N . SEE SCHED. 2A WD. BEAM POST CAP PER PLANWHEN OCCURS 4x BLKG. A GCDBEF 1.1. 3 3 2.5 2.5 2.2. 6x8 6x 8 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 11 ' - 1 0 " C 22 ' - 4 " D 22 ' - 6 " B 18 ' - 5 " B 24 ' - 8 " C 22 ' - 2 " D 24 ' - 8 " C 12'-4" E 6'-4" E 7'-10" E 9'-0" F 6'- 6 " C 6'-2" F 6'-7" F 5'-5" F 4'-10" E 6'-9" E 9'-9" E 6x 8 6x 8 6x 8 6x86x8 6x8 6x 8 6x8 6x86x86x8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 2-HDU11 HDU11 HDU14 HDU14 HDU14 HDU14 2-HDU112-HDU112-HDU112-HDU11 2-HDU11 2-HDU11 HDU8 HDU8 HDU11 HDU11HDU11 HDU11 HDU11 HDU14 HDU14 HDU14 HDU14 HDU14 2-HDU11 HDU14 HDU14 HDU14 HDU14 HDU14 HDU14 HDU14 HDU14 HDU14HDU14HDU14 HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14HDU14 HDU14HDU14 HDU11 13 S310 TYP. 13 S310 TYP. 13 S310 TYP. 1K2/ S 1 2 0 CB 1 K 2 / S 1 2 0 C B 1 K 2 / S 1 2 0 C B 1 K 2 / S 1 2 0 C B 1 K 2 / S 1 2 0 C B 1 K 2 / S 1 2 0 C B 1K2/ S 1 2 0 CB 1K2/ S 1 2 0 CB 1K2/ S 1 2 0 CB 1K2/ S 1 2 0 CB 4x8 2x 6 @ 1 6 " O . C . 4x 6 4x8 2x 6 @ 1 6 " O . C . 4x 6 4x8 2x 6 @ 1 6 " O . C . 4x 6 4x8 2x 6 @ 1 6 " O . C . 4x 6 4x8 2x 6 @ 1 6 " O . C . 4x 6 [F1] [F1][F1] [F2] [F2] [F2] TYP. 9/S121 TYP. 9/S121 TYP. 9/S121 TYP. 9/S121 2'-6"1'-6" 1'-6" 1'-0" 1'-0" 1' - 0 " 1' - 0 " 1' - 0 " 1'- 0 " 1'- 0 " 1'-0" 1'- 0 " 1'- 0 " 1'- 0 " HDU11 HDU11 HDU11 HDU11 2'-6"2'-6"1'-6" 1'-6" 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1'-0"1'-0"1'-0" 4" CONC. SLAB ON GRADE W/#4 @16" O.C. EA.WAY PLACED AT CENTER OF SLAB. OVER A MIN. 10-MIL. MOISTURE BARRIER MEMBRANE OVER 4" CLEAN GRAVEL (1/2" OR LARGER IN SIZE) 4" CONC. SLAB ON GRADE W/#4 @16" O.C. EA.WAY PLACED AT CENTER OF SLAB. OVER A MIN. 10-MIL. MOISTURE BARRIER MEMBRANE OVER 4" CLEAN GRAVEL (1/2" OR LARGER IN SIZE) 4" CONC. SLAB ON GRADE W/#4 @16" O.C. EA.WAY PLACED AT CENTER OF SLAB. OVER A MIN. 10-MIL. MOISTURE BARRIER MEMBRANE OVER 4" CLEAN GRAVEL (1/2" OR LARGER IN SIZE) 4" CONC. SLAB ON GRADE W/#4 @16" O.C. EA.WAY PLACED AT CENTER OF SLAB. OVER A MIN. 10-MIL. MOISTURE BARRIER MEMBRANE OVER 4" CLEAN GRAVEL (1/2" OR LARGER IN SIZE) 1 S300 TYP. 1 S300 TYP. 1 S300 TYP. 1 S300 TYP. 4 S300 TYP. 4 S300 TYP. 4 S300 TYP. 4 S300 TYP. 1 S300 TYP. 1 S300 TYP. 1 S300 TYP. 3 S300 TYP. 1' - 0 " 2'-0" 3 S300 TYP. 1' - 0 " 1' - 0 " TY P . 3H / S 1 1 0 HDU14 HDU14HDU14 1'- 0 " [F2] 1'- 0 " 1'- 0 " 1'- 0 " HD-19 HDU14 TY P . 3H / S 1 1 0 TY P . 3H / S 1 1 0 TY P . 3H / S 1 1 0 TY P . 2/ S 3 0 0 2-HDU11 [F3][F3][F3][F3][F3] 5 S300 TYP. 5 S300 TYP. 5 S300 TYP. 6 S300 TYP. 6 S300 TYP. 6 S300 TYP. STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 STRUCT U R AL SIGNDATE: 7.3.2025 SCALE : 1/4"=1'-0" FOUNDATION PLAN 01N UNIT 1# ~ UNIT 5# UNIT 1# ~ UNIT 5# FOUNDATION PLAN S200 CONTINUOUS FOOTING REINFORCEMENT SCHEDULE WIDTH 12" - 21" REINFORCING (2) - #5 TOP & BOT. LONGITUDINAL ISOLATED PAD FOOTING REINFORCEMENT SCHEDULE LENGTH x WITH x THICKNESSMARK 7'-0" x 3'-6" x 2'-0"[F1] REINFORCING #5@ 6" O.C. E.W. BOT. & TOP 24" - 42"(3) - #5 TOP & BOT. LONGITUDINAL INDICATES WALLS INDICATES FOOTING. INDICATES FOOTING OR GRADE BEAM AT A LOWER LEVEL INDICATES WOOD POST W/ A MIN. SIZE OF: 4x DEPTH OF WALL, U.N.O. DESCRIPTION SYMBOLS SYMBOLA. PLAN NOTES - GENERAL 1.SEE SHEET S100 FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS. 2.SEE SHEET S110 THUR S124 FOR TYP. DETAILS. TYP. DETAILS APPLIES TO THIS ENTIRE PROJECT U.N.O. 3.THIS DRAWING PROVIDES INFO. FOR MINIMUM NUMBERS AND SIZES OF STRUCTURAL MEMBERS. ALL DIMENSIONS SHALL FOLLOW ARCHITECTURAL DRAWINGS. B. PLAN NOTES - FOUNDATIONS 1.TOP OF ALL FOOTINGS SHALL BE 12" LOWER THAN THE TOP SURFACE OF SLAB ON GRADE. 2.FOUNDATION SILLS SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. 3.HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 4.SLAB ON GRADE AND ITS SUBGRADE PREPARATION REQUIREMENTS ARE NOTED ON PLAN. 5.SATURATE THE SOIL 18 INCHES DEEP BEFORE PLACING THE CONCRETE SLAB. 6.PRIOR TO REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS. PLAN NOTES POST BASE PER DETAIL 1K1/S120 U.N.O. WALL STUD SCHEDULE EXTERIOR WALLLEVELS 2X6 @ 16" O.C.ALL INTERIOR WALL 2x4 OR 2x6 STUD WALL PER ARCH. PLAN SHEAR WALL SCHEDULE FRAMED FLOOR SILL PLATE ATTACHMENT @ 12" O.C. <CBC 2022, LABC 2023 - TABLE 2306.4.1> @ 10" O.C. @ 8" O.C. @ 6" O.C. A @ 6" O.C. @ 8" O.C. @ 10" O.C. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 3/4"Ø A.B. 3/4"Ø A.B. 6" LONG ALLOW. SHEAR (PLF) 340 510 665 870 1020 1330 1740@2/12 @3/12 @4/12 @6/12 @4/12 @3/12 @2/12 15 / 3 2 " A P A R A T E D S T R U C T U R A L - I NAILINGPLAN ** NOTE. ** 1.USE COMMON NAILS ONLY. 10d COMMON NAILS SHOULD BE WITH FULL HEADS. 2.3x FRAMING MEMBERS AT THE SILL PLATE AND ALL PANEL BOUNDARY MEMBERS. 3.MIN. 1/2" EDGE NAIL DISTANCE AT PANEL END AND EDGE. 4.NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. 5.SQUARE PLATE WASHERS SHALL BE USED PER B6/S123. 6.ALLOWABLE SHEAR VALUES ARE PERMITTED TO BE INCREASED 40 PERCENT FOR WIND DESIGN. (2306.4.1) 7.1/4"Ø & 3/8"Ø LAG SCREW SHALL BE INSTALLED WITH STAGGERED. 8.SPECIAL PERIODIC INSPECTION OF STRUCTURAL WOOD IS REQUIREDFOR 4" OR LESS LEGNTH OF NAILING. # OF 1 1 1 1 2 2 2 SIDES SYMBOL ON (@EDGE (USE 1/4'Ø @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. @ 12" O.C. @ 10" O.C. SILL PL. SIZE 2x 3x 3x 3x 3x 3x GRADE SIMPSON SDS PANEL ABUTTING FRAMING SIZE AT 2x 3x OR @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. BOTH SIDES BOTH SIDES BOTH SIDES OR S H E A T H I N G G R A D E /FIELD) 10d 2-2x 3x OR 2-2x 3x OR 2-2x 3x OR2-2x 3x OR 2-2x 3x OR 2-2x3x6 OR 4x4 JOINTS @ 8" O.C. HEAVY-DUTY SCREW) 6" LONG @ 6" O.C. 6" LONG @ 6" O.C. 6" LONG @ 4" O.C. 8" LONG @ 3" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. TOP OF STEEL BEAM WITH NAILER (USE 5/8"Ø WELDED STUD) CONCRETE (USE ANCHOR BOLTS x 7" EMBED. PER 1B5&1B6/S123) 5/8"Ø A.B. @ 24" O.C. E F G B C D FOR COMPLETE TABLE, SEE 1C/S123 SHEAR WALL SCHEDULE & MIN. LENGTH END POST W/ HOLD-DOWN OR STRAP TIE SHEAR WALL SHEATHING TYP. DETAILS SEE SHEET S123 x x'-x" PER TYP. DETAIL SHEET S124HDUxxRxx INDICATES WOOD SHEATHED SHEAR WALL BELOW THIS LEVEL TIE DOWN SYSTEM AND ROD SIZE PER TYP. DETAIL SHEET S126 (WHEN APPLICABLE) OR MSTxx WOOD STRUCTURAL PANEL SHEAR CLIP (SIMPSON A35 OR LTP5) 5'-0" x 3'-6" x 2'-0"[F2]#5@ 6" O.C. E.W. BOT. & TOP HARDY FRAME TYPE, SEE SCHEDULE HARDY FRAME ANCHORAGE TYP. DETAILS SEE SHEET HFX1-HFX3 SEE HFX1~HFX3 INDICATES HARDY FRAME BELOW THIS LEVEL HF1 HARDY FRAME SCHEDULE SIZE MARK HFX-24X9 1 1/8" STD. HF1 HFX-15X78 1 1/8" HS. HF2 2'-0" x 2'-0" x 2'-0"[F3]3-#5 E.W. BOT. A GCDBEF 1.1. 3 3 2.5 2.5 2.2. UP UP UP UP UP UP UP DN +36" AFF +42" AFF +42" AFF 6x8 6x 8 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 11 ' - 1 0 " C 22 ' - 4 " D 22 ' - 6 " B 18 ' - 5 " B 24 ' - 8 " C 22 ' - 2 " D 24 ' - 8 " C 12'-4" E 6'-4" E 7'-10" E 9'-0" F 6'- 6 " C 6'-2" F 6'-7" F 5'-5" F 4'-10" E 6'-9" E 9'-9" E 6x 8 6x 8 6x8 6x86x 8 6x 8 6x8 6x 8 6x86x86x8 4x12 5.25x11.25 LVL 5.25x11.25 LVL 2- 5 . 2 5 x 1 1 . 2 5 L V L 2- 5 . 2 5 x 1 1 . 2 5 L V L W1 0 x 5 4 8.75x18 24F-V8 GLB (LOW) <C=1/2"> 1 PIECE 5.25x11.25 LVL 5. 2 5 x 1 1 . 2 5 L V L 5. 2 5 x 1 1 . 2 5 L V L 5. 2 5 x 1 1 . 2 5 L V L 2-5.5x11.875 24F-V8 GLB <C=5/8">2-5.5x11.875 24F-V8 GLB <C=5/8"> 7x 1 1 . 2 5 L V L 5.25x11.25 LVL 5.25x11.25 LVL 5.25x11.25 LVL HD R 4x 1 2 4x 1 2 4x 1 2 4x12 5.25x11.25 LVL 2x12@16" O.C.2x12@16" O.C. 2-2x12@16" O.C.2- 1 . 7 5 x 1 1 . 2 5 L V L @ 1 6 " O . C . 2- 1 . 7 5 x 1 1 . 2 5 L V L @ 1 6 " O . C . 2x12@16" O.C. 2- 5 . 2 5 x 1 1 . 2 5 L V L 2- 5 . 2 5 x 1 1 . 2 5 L V L 2- 5 . 2 5 x 1 1 . 2 5 L V L 2-5.5x11.875 LVL2-5.5x11.875 LVL 2-5.5x11.875 LVL W1 0 x 5 4 7x 1 1 . 2 5 L V L 7x 1 1 . 2 5 L V L 2- 1 . 7 5 x 1 1 . 2 5 L V L @ 1 6 " O . C . 2- 1 . 7 5 x 1 1 . 2 5 L V L @ 1 6 " O . C . 2- 1 . 7 5 x 1 1 . 2 5 L V L @ 1 6 " O . C . 2- 1 . 7 5 x 1 1 . 2 5 L V L @ 1 6 " O . C . 5.25x11.25 LVL 5.25x11.25 LVL 5.25x11.25 LVL 5.25x11.25 LVL 5.25x11.25 LVL 5.25x11.25 LVL 5. 2 5 x 1 1 . 2 5 L V L 5.25x11.25 LVL 5.25x11.25 LVL 5.25x11.25 LVL5.25x11.25 LVL HDR 4x 1 2 4x 1 2 4x 1 2 4x 1 2 2x12@16" O.C.2x12@16" O.C. 2x12@16" O.C. W1 0 x 5 4 W1 0 x 5 4 W1 0 x 5 4 W1 0 x 5 4 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MST60 MSTC66B3Z MSTC66B3Z HDU8 HDU11 HDU5 HDU5 2-MST60 2-MST60 2-MST60 2-MST60 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z MST-60 MST-60 HDU8 HDU8 2-MST60 2-MST60 2-MST60 2-MST60 2-MST60 2-MST60 2-MST60 2-MST60 4-MSTC66B3Z 2-CMST12 (x90" LONG) 2-CMST12 (x90" LONG) 2-CMST12 (x90" LONG) 2-CMST12 (x90" LONG) 2-CMST12 (x90" LONG) 4-MSTC66B3Z 4-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z HDU8 HDU8 HDU82-MSTC66B3Z2-MSTC66B3ZHDU5HDU5 P.A.P.A. P.A. P.A.P.A. P.A.P.A.P.A.P.A. P.A.P.A. P.A. P.A. P.A. P.A. P.A. P.A.P.A.P.A. P.A.P.A. P.A. P.A. P.A.P.A.P.A. P.A.P.A. P.A.P.A. P.A.P.A. P.A.P.A. P.A. P.A. P.A. P.A . P. A . P.A. 7/S1 2 1 7/S1 2 1 7/S1 2 1 F.M. H . 7/S1 2 1 F.M. H . F.M. H . F.M. H . F.M. H . 1/ S 1 2 1 C C Q 1/S1 2 1 CCQ 1/S1 2 1 CCQ 1/S1 2 1 CC F. M . H . 1/ S 1 2 1 C C T Q 4B/S 1 2 4 4B / S 1 2 4 C C Q 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C Q 9&1 0 / S 3 1 0 CC 1/S1 2 1 CCQ 1/ S 1 2 1 C C Q 1/S1 2 1 CCQ 1/S1 2 1 CCT 6/S1 2 1 1/ S 1 2 1 C C 4x12 4x12 K.P . 2 S311 TYP. 2 S311 TYP. K.P . K.P. 4x12 2 S311 TYP. 2x 1 2 @ 1 6 " O . C . 2x 1 2 @ 1 6 " O . C . 4x 1 2 4x 1 2 4x12 (ELEV:12'-8")(ELEV:12'-8") 2-2x12 2-2x12 2x 1 2 @ 1 6 " O . C . 2x 1 2 @ 1 6 " O . C . 2x 1 2 @ 1 6 " O . C . P.A .P.A.P.A. 9& 1 0 / S 3 1 0 C C 9&10 / S 3 1 0 CC 9 & 1 0 / S 3 1 0 C C 9&10 / S 3 1 0 CC 9 & 1 0 / S 3 1 0 C C F.M. H . F.M. H . F.M. H . F.M. H . F.M. H . 17 / S 3 1 0 17/S 3 1 0 F.M. H . F.M. H . 17/S 3 1 0 17 / S 3 1 0 F. M . H . F.M. H . F.M. H . F. M . H . F. M . H . F. M . H . F. M . H . 11 S310 TYP. 12 S310 TYP. 12 S310 TYP. 12 S310 TYP. 12 S310 TYP. 12 S310 TYP. 12 S310 TYP. 11 S310 TYP. 11 S310 TYP. 11 S310 TYP. 11 S310 TYP. F. M . H . F. M . H . F. M . H . F. M . H . F. M . H . F. M . H . F. M . H . 1/S1 2 1 CCQ 1/S1 2 1 CCQ 1/ S 1 2 1 C C Q 17 / S 3 1 0 17/S 3 1 0 4/S3 1 0 4/S3 1 0 4/S3 1 0 4/S3 1 0 4/S3 1 0 1/S1 2 1 CCQ 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C Q 1/S1 2 1 CCQ 1/S1 2 1 CCQ 1/S1 2 1 CCQ 1/S1 2 1 CCQ15/S 3 1 0 15 / S 3 1 0 15/S 3 1 016/S 3 1 0 16/S 3 1 0 16 / S 3 1 0 10 S310 TYP. 10 S310 TYP. 10 S310 TYP. 1 S310 TYP. 1 S310 TYP. TYP. 2/S310 TY P . 2/ S 3 1 0 TY P . 2/ S 3 1 0 TY P . 2/ S 3 1 0 TY P . 2/ S 3 1 0 TY P . 2/ S 3 1 0 TYP. 2/S310 TYP. 2/S310 TYP. 2/S310TY P . 1J / S 1 2 0 TY P . 1J / S 1 2 0 TY P . 1J / S 1 2 0 P.A. P.A . P.A .P.A . 12 S310 TYP. D/3 6'-0"D/3 6'-0" D/3 6'-0" D/3 6'-0" D/3 6'-0" D/3 D/3 D/3 D/3 D/3D/3D/3D/3 D/3 D/ 3D/ 3 6'- 0 " D/ 3 6'- 0 " TYP. 2/S310 D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/3D/ 3 6' - 0 " TY P . 9/S 1 2 1 TY P . 9/S 1 2 1 TY P . 9/S 1 2 1 TY P . 9/ S 1 2 1 TYP. 18/S310 TYP. 18/S310 PLYWOOD SHEATHING W/10d COMMON NAILS @2-1/2/4/12 BLOCKED PLYWOOD SHEATHING W/10d COMMON NAILS @2-1/2/4/12 BLOCKED HDR HDR HD R HDR HDR HDR HD R HD R HDU8 HDU8 4 D / S 1 2 4 4 D / S 1 2 4 12 S322 TYP. 12 S322 TYP. 12 S322 TYP. ≈ 21'-10" LONG D/3 D/3 8.75x18 24F-V8 GLB (LOW) <C=1/2"> ≈ 20'-4" LONG 8.75x18 24F-V8 GLB (LOW) <C=1/2"> ≈ 20'-6" LONG 8.75x18 24F-V8 GLB (LOW) <C=1/2"> ≈ 20'-4" LONG 8.75x18 24F-V8 GLB (LOW) <C=1/2"> ≈ 20'-6" LONG STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 STRUCT U R AL SIGNDATE: 7.3.2025 SCALE : 1/4"=1'-0" 2ND FLOOR FRAMING PLAN 01N UNIT 1# ~ UNIT 5# UNIT 1# ~ UNIT 5# 2ND FLOOR FRAMING PLAN S201 A. PLAN NOTES - GENERAL 1.SEE SHEET S100 FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS. 2.SEE SHEET S110 THUR S124 FOR TYP. DETAILS. TYP. DETAILS APPLIES TO THIS ENTIRE PROJECT U.N.O. 3.THIS DRAWING PROVIDES INFO. FOR MINIMUM NUMBERS AND SIZES OF STRUCTURAL MEMBERS. ALL DIMENSIONS SHALL FOLLOW ARCHITECTURAL DRAWINGS. PLAN NOTES C1. PLAN NOTES - WALLS AND FLOOR FRAMING 1.SEE S120 FOR TYPICAL DETAILS FOR STUD WALL FRAMING. 2.SEE S121 FOR TYP. DETAILS FOR BEAM, POST AND JOIST CONNECTIONS. 3.PROVIDE WALL SHEATHINGS AT ALL EXTERIOR WALLS OTHER THAN SHEAR WALLS. USE 15/32" APA RATED SHEATHING OR OSB SHEATHING, SPAN RATING 32/16, EXPOSURE I, W/10d COMMON NAILS @6/6/12. 4.ALL EXTERIOR & INTERIOR HEADERS SIZES PER SCHEDULE ON 1/S120 U.N.O. 5.HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. DESCRIPTION SYMBOLS SYMBOL INDICATES CEILING JOISTS, SIZE PER SCHEDULE BELOW X x X <C = xx">INDICATES BEAM AND <CAMBER ON BEAM> INDICATES ROOF RAFTER / FLOOR JOIST INDICATES EXTENT OF ROOF RAFTER / FLOOR JOIST HDR INDICATES HEADER AND SIZE PER 1/S120 U.N.O. x-xx@xx SEE SCHEDULE ON PLAN C.J. INDICATES WOOD BEAM TO BEAM CONNECTION, SEE DETAIL 6/S121 INDICATES WOOD BEAM TO BEAM CONNECTION, AND A FACE MOUNT HANGER MUST BE USED, SEE DETAIL 6/S121 F.M.H. INDICATES WOOD BEAM SUPPORTED ON TOP OF WALL, SEE DETAIL 4/S121 INDICATE A BEAM CONNECTED TO A WOOD POST USING A POST CAP, AS SHOWN IN DETAIL 1/S121. ADDITIONAL CONNECTORS MAY APPLY, X x X (C.L.)INDICATES BEAM AT CEILING LEVEL, BOTTOM OF BEAM TO FLUSH WITH WALL STUD SCHEDULE EXTERIOR WALLLEVELS 2X6 @ 16" O.C.ALL INTERIOR WALL 2x4 OR 2x6 STUD WALL PER ARCH. PLANSIZE 2x6 BLKG. 2x @ 48" O.C. SPACING 16" O.C. MAX. SPAN 2X8 2x @ 48" O.C.16" O.C. SPAN UP TO 15'-0" SPAN UP TO 20'-0" 2X10 2x @ 48" O.C.16" O.C.SPAN UP TO 25'-6" CEILING SHEAR WALL SCHEDULE FRAMED FLOOR SILL PLATE ATTACHMENT @ 12" O.C. <CBC 2022, LABC 2023 - TABLE 2306.4.1> @ 10" O.C. @ 8" O.C. @ 6" O.C. A @ 6" O.C. @ 8" O.C. @ 10" O.C. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 3/4"Ø A.B. 3/4"Ø A.B. 6" LONG ALLOW. SHEAR (PLF) 340 510 665 870 1020 1330 1740@2/12 @3/12 @4/12 @6/12 @4/12 @3/12 @2/12 15 / 3 2 " A P A R A T E D S T R U C T U R A L - I NAILINGPLAN ** NOTE. ** 1.USE COMMON NAILS ONLY. 10d COMMON NAILS SHOULD BE WITH FULL HEADS. 2.3x FRAMING MEMBERS AT THE SILL PLATE AND ALL PANEL BOUNDARY MEMBERS. 3.MIN. 1/2" EDGE NAIL DISTANCE AT PANEL END AND EDGE. 4.NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. 5.SQUARE PLATE WASHERS SHALL BE USED PER B6/S123. 6.ALLOWABLE SHEAR VALUES ARE PERMITTED TO BE INCREASED 40 PERCENT FOR WIND DESIGN. (2306.4.1) 7.1/4"Ø & 3/8"Ø LAG SCREW SHALL BE INSTALLED WITH STAGGERED. 8.SPECIAL PERIODIC INSPECTION OF STRUCTURAL WOOD IS REQUIREDFOR 4" OR LESS LEGNTH OF NAILING. # OF 1 1 1 1 2 2 2 SIDES SYMBOL ON (@EDGE (USE 1/4'Ø @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. @ 12" O.C. @ 10" O.C. SILL PL. SIZE 2x 3x 3x 3x 3x 3x GRADE SIMPSON SDS PANEL ABUTTING FRAMING SIZE AT 2x 3x OR @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. BOTH SIDES BOTH SIDES BOTH SIDES OR S H E A T H I N G G R A D E /FIELD) 10d 2-2x 3x OR 2-2x 3x OR 2-2x 3x OR2-2x 3x OR 2-2x 3x OR 2-2x3x6 OR 4x4 JOINTS @ 8" O.C. HEAVY-DUTY SCREW) 6" LONG @ 6" O.C. 6" LONG @ 6" O.C. 6" LONG @ 4" O.C. 8" LONG @ 3" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. TOP OF STEEL BEAM WITH NAILER (USE 5/8"Ø WELDED STUD) CONCRETE (USE ANCHOR BOLTS x 7" EMBED. PER 1B5&1B6/S123) 5/8"Ø A.B. @ 24" O.C. E F G B C D FOR COMPLETE TABLE, SEE 1C/S123 SHEAR WALL SCHEDULE & MIN. LENGTH END POST W/ HOLD-DOWN OR STRAP TIE SHEAR WALL SHEATHING TYP. DETAILS SEE SHEET S123 x x'-x" PER TYP. DETAIL SHEET S124HDUxxRxx INDICATES WOOD SHEATHED SHEAR WALL BELOW THIS LEVEL TIE DOWN SYSTEM AND ROD SIZE PER TYP. DETAIL SHEET S126 (WHEN APPLICABLE) OR MSTxx WOOD STRUCTURAL PANEL SHEAR CLIP (SIMPSON A35 OR LTP5) SEE PLAN. PLYWOOD SHEATHING SCHEDULE SHEATHINGLOCAITON 19/32"ROOF NAILING @BOUNDARY / EDGE / FIELD 10d COMMON NAILS @6/6/12 19/32"TYP. FLOOR 10d COMMON NAILS @2-1/2/4/12 SPAN RATING 32/16 40/20 BLOCK BLOCKED BLOCKED SEE S122 FOR TYPICAL DETAILS FOR DIAPHRAGM AND SHEATHING. DESCRIPTION SYMBOLS SYMBOL INDICATES 2x BLOCKING U.N.O. INDICATES WOOD POST W/ A MIN. SIZE OF: 4x DEPTH OF WALL, U.N.O. INDICATES WOOD POST ABOVE THIS LEVEL OF FRAMING P.A . INDICATES WOOD KING POST PER DETAIL 1C/S121 K.P . INDICATES WALLS BELOW THIS LEVEL OF FRAMING INDICATES WALLS ABOVE THIS LEVEL OF FRAMING INDICATES STRAP, SIZE SEE DETAIL 2/S122 D/x HARDY FRAME TYPE, SEE SCHEDULE HARDY FRAME ANCHORAGE TYP. DETAILS SEE SHEET HFX1-HFX3 SEE HFX1~HFX3 INDICATES HARDY FRAME BELOW THIS LEVEL HF1 HARDY FRAME SCHEDULE SIZE MARK HFX-24X9 1 1/8" STD. HF1 HFX-15X78 1 1/8" HS. HF2 19/32"HATCH 10d COMMON NAILS @2-1/2/4/1240/20 BLOCKED INDICATES CALIFORNIA ROOF, SEE DETAIL 9/S312 A GCDBEF 1.1. 3 3 2.5 2.5 2.2. HDR HDR HDRHDR HDR HDRHDR HD R 6x 1 2 H D R HD R HD R 6x12 HDR 6x12 HDR 6x12 HDR 6x 8 H D R HD R 6x 8 H D R 5.25x11.875 LVL 2-5.5x11.25 24F-V8 GLB <C=3/4"> 3. 5 x 1 1 . 2 5 L V L 3. 5 x 1 1 . 8 7 5 L V L 3. 5 x 1 1 . 8 7 5 L V L 4x12 4x 1 2 2-2x12@16" O.C. 7x11.875 LVL 3.5x11.25 LVL 4x12 4x12 3. 5 x 1 1 . 2 5 L V L 3.5x11.25 LVL 3.5x11.25 LVL 3.5x11.25 LVL 3.5x11.25 LVL 3.5x11.25 LVL 3.5x11.25 LVL3.5x11.25 LVL 1 PIECE 3.5x11.25 LVL 1 PIECE 3.5x11.25 LVL 4x12 4x12 2-2x12@16" O.C. 2x12@16" O.C.2x12@16" O.C. 3.5x11.25 LVL 3. 5 x 1 1 . 2 5 L V L 2x12@16" O.C. 3.5x11.25 LVL 3.5x11.25 LVL 3. 5 x 1 1 . 2 5 L V L 3. 5 x 1 1 . 2 5 L V L 2-2x12@16" O.C. 2-2x12@16" O.C. 2-2x12@16" O.C. 2x12@16" O.C.2x12@16" O.C. 3.5x11.25 LVL7x11.875 LVL 3.5x11.25 LVL 3.5x11.25 LVL 3.5x11.25 LVL 3.5x11.25 LVL 2x12@16" O.C. MSTC66B3Z MSTC66B3Z MST-48 MST-48 MST-37 MST-37 MST-37 MST-37 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z2-MSTC66B3Z MSTC66B3Z MSTC66B3Z MSTC66B3Z MSTC66B3Z 2-MST48 2-MST48 MST-37 MST-37 MST-37 MST-37 MST-48 MST-48 MST-37 MST-37 MST-37 MST-37 2-MST48 2-MST48 2-MST48 2-MST48 2-MST48 2-MST48 2-MST48 2-MST48 MST-48 MST-48 MST-48 MST-48 MST-48 MST-48MSTC66B3Z MSTC66B3ZMST-48 MSTC66B3Z MSTC66B3Z MSTC66B3Z 3.5x11.25 LVL F.M. H . F.M. H . F. M . H . 4B / S 1 2 4 4B / S 1 2 4 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C Q 4B / S 1 2 4 4B / S 1 2 4 4B / S 1 2 4 1/S1 2 1 CC 1/S1 2 1 CCT Q 1/S1 2 1 CCQ 4 B / S 1 2 4 1/ S 1 2 1 C C Q 1/ S 1 2 1 SI M P S O N C C Q 4 B / S 1 2 4 1/S1 2 1 CC 4B/S 1 2 4 4/S1 2 1 4B/S 1 2 4 P.A.P.A. P.A.P.A. P.A. P.A. P.A.P.A. P.A.P.A. P.A. P.A.P.A.P.A.4 B / S 1 2 4 P.A. 4 S312 TYP. 4x 1 2 2-2x12 2x 6 @ 1 6 " O . C . 3 S311 TYP. 4 S311 TYP. 4 S311 TYP. 5 S311 TYP. 5 S311 TYP. 5 S311 TYP. 4 S311 TYP. 4x12 4x12 4x12 2x 1 0 @ 1 6 " O . C . 2x 1 0 @ 1 6 " O . C . 2x 1 0 @ 1 6 " O . C . 2x 1 0 @ 1 6 " O . C . TY P . 7/ S 3 1 0 TY P . 7/ S 3 1 0 TY P . 7/ S 3 1 0 TY P . 7/ S 3 1 0 2x12 2x12 F. M . H . F.M. H . TYP. 8/S310 TYP. 8/S310 TYP. 8/S310 TYP. 8/S310 14 S310 TYP. 14 S310 TYP. 14 S310 TYP. 1 S311 TYP. 1/ S 3 1 1 1/ S 3 1 1 TYP. 6 S311 TYP. TY P . 2/ S 3 1 0 4/ S 1 2 1 4/S1 2 1 4/S1 2 1 4B/S 1 2 4 4B/S 1 2 4 TY P . 6/ S 3 1 0 TYP. 1J/S120 TYP. 1J/S120 TYP. 1J/S120 TYP. 1J/S120 TY P . 1J / S 1 2 0 D/3 D/3 D/3 D/3 D/3 D/3 D/3 D/3 D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/3 TY P . 9/ S 1 2 1 TY P . 9/S 1 2 1 TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 TY P . 9/S 1 2 1 4'- 8 " C 22 ' - 3 " D 22 ' - 6 " B 18 ' - 5 " B 24 ' - 7 " C 22 ' - 1 " C 6'- 6 " C 10 ' - 1 " C 6'-6" D 4'-0" D 10'-4" D 4'-0" D 4'-7" C 5'-5" C 5'-1" C 10'-6" B 6'-5" A 2' - 9 " C 9'-2" C5'-2" C 12'-5" B 10'-9" B 4' - 8 " C 3'- 9 " C HF1 HF1 HF1 HF1HF1 4 S321 TYP. 4 S321 TYP. D/3D/3 TYP. 1J/S120 P.A .P.A . P.A . P. A . P.A. K. P . 13/S 1 2 1 3. 5 x 9 . 5 L V L P.A . P.A . P.A . P.A. 3. 5 x 9 . 5 L V L 3. 5 x 9 . 5 L V L 3. 5 x 9 . 5 L V L K. P . K. P . K.P. 13/S 1 2 1 13/S 1 2 1 13/S 1 2 1 D/3 D/3 6 S311 6 S311 TYP. 6 S311 TYP. 6 S311 TYP. STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 STRUCT U R AL SIGNDATE: 7.3.2025 SCALE : 1/4"=1'-0" 3RD FLOOR FRAMING PLAN 01N UNIT 1# ~ UNIT 5# UNIT 1# ~ UNIT 5# 3RD FLOOR FRAMING PLAN S202 A. PLAN NOTES - GENERAL 1.SEE SHEET S100 FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS. 2.SEE SHEET S110 THUR S124 FOR TYP. DETAILS. TYP. DETAILS APPLIES TO THIS ENTIRE PROJECT U.N.O. 3.THIS DRAWING PROVIDES INFO. FOR MINIMUM NUMBERS AND SIZES OF STRUCTURAL MEMBERS. ALL DIMENSIONS SHALL FOLLOW ARCHITECTURAL DRAWINGS. PLAN NOTES C1. PLAN NOTES - WALLS AND FLOOR FRAMING 1.SEE S120 FOR TYPICAL DETAILS FOR STUD WALL FRAMING. 2.SEE S121 FOR TYP. DETAILS FOR BEAM, POST AND JOIST CONNECTIONS. 3.PROVIDE WALL SHEATHINGS AT ALL EXTERIOR WALLS OTHER THAN SHEAR WALLS. USE 15/32" APA RATED SHEATHING OR OSB SHEATHING, SPAN RATING 32/16, EXPOSURE I, W/10d COMMON NAILS @6/6/12. 4.ALL EXTERIOR & INTERIOR HEADERS SIZES PER SCHEDULE ON 1/S120 U.N.O. 5.HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. DESCRIPTION SYMBOLS SYMBOL INDICATES CEILING JOISTS, SIZE PER SCHEDULE BELOW X x X <C = xx">INDICATES BEAM AND <CAMBER ON BEAM> INDICATES ROOF RAFTER / FLOOR JOIST INDICATES EXTENT OF ROOF RAFTER / FLOOR JOIST HDR INDICATES HEADER AND SIZE PER 1/S120 U.N.O. x-xx@xx SEE SCHEDULE ON PLAN C.J. INDICATES WOOD BEAM TO BEAM CONNECTION, SEE DETAIL 6/S121 INDICATES WOOD BEAM TO BEAM CONNECTION, AND A FACE MOUNT HANGER MUST BE USED, SEE DETAIL 6/S121 F.M.H. INDICATES WOOD BEAM SUPPORTED ON TOP OF WALL, SEE DETAIL 4/S121 INDICATE A BEAM CONNECTED TO A WOOD POST USING A POST CAP, AS SHOWN IN DETAIL 1/S121. ADDITIONAL CONNECTORS MAY APPLY, X x X (C.L.)INDICATES BEAM AT CEILING LEVEL, BOTTOM OF BEAM TO FLUSH WITH WALL STUD SCHEDULE EXTERIOR WALLLEVELS 2X6 @ 16" O.C.ALL INTERIOR WALL 2x4 OR 2x6 STUD WALL PER ARCH. PLANSIZE 2x6 BLKG. 2x @ 48" O.C. SPACING 16" O.C. MAX. SPAN 2X8 2x @ 48" O.C.16" O.C. SPAN UP TO 15'-0" SPAN UP TO 20'-0" 2X10 2x @ 48" O.C.16" O.C.SPAN UP TO 25'-6" CEILING SHEAR WALL SCHEDULE FRAMED FLOOR SILL PLATE ATTACHMENT @ 12" O.C. <CBC 2022, LABC 2023 - TABLE 2306.4.1> @ 10" O.C. @ 8" O.C. @ 6" O.C. A @ 6" O.C. @ 8" O.C. @ 10" O.C. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 3/4"Ø A.B. 3/4"Ø A.B. 6" LONG ALLOW. SHEAR (PLF) 340 510 665 870 1020 1330 1740@2/12 @3/12 @4/12 @6/12 @4/12 @3/12 @2/12 15 / 3 2 " A P A R A T E D S T R U C T U R A L - I NAILINGPLAN ** NOTE. ** 1.USE COMMON NAILS ONLY. 10d COMMON NAILS SHOULD BE WITH FULL HEADS. 2.3x FRAMING MEMBERS AT THE SILL PLATE AND ALL PANEL BOUNDARY MEMBERS. 3.MIN. 1/2" EDGE NAIL DISTANCE AT PANEL END AND EDGE. 4.NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. 5.SQUARE PLATE WASHERS SHALL BE USED PER B6/S123. 6.ALLOWABLE SHEAR VALUES ARE PERMITTED TO BE INCREASED 40 PERCENT FOR WIND DESIGN. (2306.4.1) 7.1/4"Ø & 3/8"Ø LAG SCREW SHALL BE INSTALLED WITH STAGGERED. 8.SPECIAL PERIODIC INSPECTION OF STRUCTURAL WOOD IS REQUIREDFOR 4" OR LESS LEGNTH OF NAILING. # OF 1 1 1 1 2 2 2 SIDES SYMBOL ON (@EDGE (USE 1/4'Ø @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. @ 12" O.C. @ 10" O.C. SILL PL. SIZE 2x 3x 3x 3x 3x 3x GRADE SIMPSON SDS PANEL ABUTTING FRAMING SIZE AT 2x 3x OR @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. BOTH SIDES BOTH SIDES BOTH SIDES OR S H E A T H I N G G R A D E /FIELD) 10d 2-2x 3x OR 2-2x 3x OR 2-2x 3x OR2-2x 3x OR 2-2x 3x OR 2-2x3x6 OR 4x4 JOINTS @ 8" O.C. HEAVY-DUTY SCREW) 6" LONG @ 6" O.C. 6" LONG @ 6" O.C. 6" LONG @ 4" O.C. 8" LONG @ 3" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. TOP OF STEEL BEAM WITH NAILER (USE 5/8"Ø WELDED STUD) CONCRETE (USE ANCHOR BOLTS x 7" EMBED. PER 1B5&1B6/S123) 5/8"Ø A.B. @ 24" O.C. E F G B C D FOR COMPLETE TABLE, SEE 1C/S123 SHEAR WALL SCHEDULE & MIN. LENGTH END POST W/ HOLD-DOWN OR STRAP TIE SHEAR WALL SHEATHING TYP. DETAILS SEE SHEET S123 x x'-x" PER TYP. DETAIL SHEET S124HDUxxRxx INDICATES WOOD SHEATHED SHEAR WALL BELOW THIS LEVEL TIE DOWN SYSTEM AND ROD SIZE PER TYP. DETAIL SHEET S126 (WHEN APPLICABLE) OR MSTxx WOOD STRUCTURAL PANEL SHEAR CLIP (SIMPSON A35 OR LTP5) SEE PLAN. PLYWOOD SHEATHING SCHEDULE SHEATHINGLOCAITON 19/32"ROOF NAILING @BOUNDARY / EDGE / FIELD 10d COMMON NAILS @6/6/12 19/32"TYP. FLOOR 10d COMMON NAILS @2-1/2/4/12 SPAN RATING 32/16 40/20 BLOCK BLOCKED BLOCKED SEE S122 FOR TYPICAL DETAILS FOR DIAPHRAGM AND SHEATHING. DESCRIPTION SYMBOLS SYMBOL INDICATES 2x BLOCKING U.N.O. INDICATES WOOD POST W/ A MIN. SIZE OF: 4x DEPTH OF WALL, U.N.O. INDICATES WOOD POST ABOVE THIS LEVEL OF FRAMING P.A . INDICATES WOOD KING POST PER DETAIL 1C/S121 K.P . INDICATES WALLS BELOW THIS LEVEL OF FRAMING INDICATES WALLS ABOVE THIS LEVEL OF FRAMING INDICATES STRAP, SIZE SEE DETAIL 2/S122 D/x HARDY FRAME TYPE, SEE SCHEDULE HARDY FRAME ANCHORAGE TYP. DETAILS SEE SHEET HFX1-HFX3 SEE HFX1~HFX3 INDICATES HARDY FRAME BELOW THIS LEVEL HF1 HARDY FRAME SCHEDULE SIZE MARK HFX-24X9 1 1/8" STD. HF1 HFX-15X78 1 1/8" HS. HF2 19/32"HATCH 10d COMMON NAILS @2-1/2/4/1240/20 BLOCKED INDICATES CALIFORNIA ROOF, SEE DETAIL 9/S312 A GCDBEF 1.1. 3 3 2.5 2.5 2.2. HDR HDR HD R HD R HDR HDR HDR HDR HDR HDR HDR HDR 6x8 HDR6x8 HDR6x8 HDR HD R HD R HD R HDR HDR HD R 4x12 4x12 3.5 x 9 . 5 L V L 3.5x9.5 LVL 2-2x8 2-2x8 2-2x 8 2-2x 8 2- 2 x 8 3.5x9.5 LVL 3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 2-2x8 2-2x8 2-2 x 8 2-2x 8 2- 2 x 8 2-2 x 8 3.5x11.875 24F-V4 GLB <C=1"> (C.L.)5.25x7.25 LVL (C.L.) 3.5x11.875 24F-V4 GLB <C=1"> (C.L.)3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 3.5x11.875 24F-V4 GLB <C=1"> (C.L.)3.5x11.875 24F-V4 GLB <C=1"> (C.L.) K.P.K.P. K. P . K.P . K.P . K.P. K.P . K.P. K.P. K.P. K.P. K.P. K.P. K.P. K.P . K.P. K. P . K.P. 3.5 x 9 . 5 L V L 3. 5 x 9 . 5 L V L 4x12 4x124x12 3.5x9.5 LVL 3.5 x 9 . 5 L V L 3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 3.5x11.875 24F-V4 GLB <C=1"> (C.L.)3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 3.5x11.875 24F-V4 GLB <C=1"> (C.L.) K. P . K.P. K.P. K.P . K.P. K.P . K.P . K. P . 5.5x13.5 24F-V4 GLB <C=3/4">4x12 2- 2 x 8 K.P.K. P .K.P. 2- 2 x 8 2- 2 x 8 K.P.K. P . K. P . 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x8@16" O.C. 2x6@16" O.C. 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x8@16" O.C.2x8@16" O.C. 2x8@16" O.C.2x8@16" O.C. 2x8@16" O.C.2x8@16" O.C.2x8@16" O.C.2x8@16" O.C.2x8@16" O.C.2x8@16" O.C. 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 1 2 @ 1 6 " O . C . 4x12 C.J. C. J . 14 S310 TYP. 14 S310 TYP. 14 S310 TYP. 1/S1 2 1 TYP .1/S1 2 1 TYP . 1/S1 2 1 TYP . 14 S312 TYP. 1 S312 TYP. 1 S312 TYP. 1 S312 TYP. 1 S312 TYP. 1 S312 TYP. 1 S312 TYP.1 S312 TYP. 1 S312 TYP. 14 S312 TYP. 1 S312 TYP. 14 S312 TYP. 1 S312 TYP. 4 S312 TYP. 4 S312 TYP. 3 S312 TYP. 3 S312 TYP. 2 S312 TYP. 4/S1 2 1 TYP . 4/ S 1 2 1 T Y P . 4/ S 1 2 1 T Y P . 4/ S 1 2 1 T Y P . 4/ S 1 2 1 T Y P . 4/ S 1 2 1 T Y P . 4/ S 1 2 1 T Y P . 6/S3 1 2 TYP . 6/ S 3 1 2 TY P . 6/ S 3 1 2 6/S3 1 2 TYP . 8/ S 3 1 2 TY P . 8/ S 3 1 2 T Y P . 7/S3 1 2 TYP . 8/ S 3 1 2 T Y P . 8/S3 1 2 TYP . 8/ S 3 1 2 T Y P . 8/ S 3 1 2 T Y P . 10 / S 3 1 2 T Y P . 4/ S 1 2 1 T Y P . TY P . 5/ S 3 1 2 TY P . 5/ S 3 1 2 TY P . 5/ S 3 1 2 TY P . 5/ S 3 1 2 TY P . 5/ S 3 1 2 TYP. 5/S312 TYP. 5/S312 TY P . 9/ S 3 1 2 TY P . 9/ S 3 1 2 TY P . 9/S 3 1 2 TY P . 9/ S 3 1 2 TY P . 9/ S 3 1 2 TY P . 9/ S 3 1 2 TY P . 9/ S 3 1 2 TY P . 9/ S 3 1 2 TY P . 9/ S 3 1 2 TYP. 1J/S120 TYP. 1J/S120 TYP. 1J/S120 TYP. 1J/S120 TYP. 1J/S120 TYP. 1J/S120 D/3 6'-0" D/3 6'-0" D/3 6'-0" D/3 6'-0" D/3 6'-0" 18 ' - 5 " A 22 ' - 8 " B 15 ' - 7 " A 4' - 1 1 " A 18 ' - 5 " A 25 ' - 0 " A 22 ' - 6 " A 17 ' - 7 " A 3'- 1 1 " A 6'-6" B 4'-0" B 10'-4" B 4'-0" B 4'-7" A 5'-10" A 10'-0" A 4'-11" A 5'-8" A 4'-6" A 8'-11" B 8'-10" B 5'-4" B 8'-4" C 8'-8" C TYP. 9/S312 3.5x11.875 24F-V4 GLB <C=1"> (C.L.)3.5x11.875 24F-V4 GLB <C=1"> (C.L.)3.5x11.875 24F-V4 GLB <C=1"> (C.L.) D/3 6'-0" D/3 6'-0" D/3 6'-0"D/36'-0"D/36'-0" 4x 8 5.25x7.25 LVL (C.L.)5.25x7.25 LVL (C.L.)5.25x7.25 LVL (C.L.) 8/S3 1 2 TYP . 4x 8 4x 8 4x 8 TY P . 13 / S 3 1 2 HD R 2x 1 2 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 1 2 @ 1 6 " O . C . 4x 1 0 ( C . L . ) 4x 1 0 ( C . L . ) 4x 1 0 ( C . L . ) 4x 1 0 ( C . L . ) 4x 1 0 ( C . L . ) 2x6@16" O.C. 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 4x 1 0 ( C . L . ) 4x 1 0 ( C . L . ) 4x10(C.L.) 4x 8 4x8 4x8 4x8(C.L.) 4x8 C. J . C. J . C. J . C. J . C. J . C. J . STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 STRUCT U R AL SIGNDATE: 7.3.2025 SCALE : 1/4"=1'-0" ROOF FRAMING PLAN 01N UNIT 1# ~ UNIT 5# UNIT 1# ~ UNIT 5# ROOF FRAMING PLAN S203 A. PLAN NOTES - GENERAL 1.SEE SHEET S100 FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS. 2.SEE SHEET S110 THUR S124 FOR TYP. DETAILS. TYP. DETAILS APPLIES TO THIS ENTIRE PROJECT U.N.O. 3.THIS DRAWING PROVIDES INFO. FOR MINIMUM NUMBERS AND SIZES OF STRUCTURAL MEMBERS. ALL DIMENSIONS SHALL FOLLOW ARCHITECTURAL DRAWINGS. PLAN NOTES C1. PLAN NOTES - WALLS AND FLOOR FRAMING 1.SEE S120 FOR TYPICAL DETAILS FOR STUD WALL FRAMING. 2.SEE S121 FOR TYP. DETAILS FOR BEAM, POST AND JOIST CONNECTIONS. 3.PROVIDE WALL SHEATHINGS AT ALL EXTERIOR WALLS OTHER THAN SHEAR WALLS. USE 15/32" APA RATED SHEATHING OR OSB SHEATHING, SPAN RATING 32/16, EXPOSURE I, W/10d COMMON NAILS @6/6/12. 4.ALL EXTERIOR & INTERIOR HEADERS SIZES PER SCHEDULE ON 1/S120 U.N.O. 5.HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. DESCRIPTION SYMBOLS SYMBOL INDICATES CEILING JOISTS, SIZE PER SCHEDULE BELOW X x X <C = xx">INDICATES BEAM AND <CAMBER ON BEAM> INDICATES ROOF RAFTER / FLOOR JOIST INDICATES EXTENT OF ROOF RAFTER / FLOOR JOIST HDR INDICATES HEADER AND SIZE PER 1/S120 U.N.O. x-xx@xx SEE SCHEDULE ON PLAN C.J. INDICATES WOOD BEAM TO BEAM CONNECTION, SEE DETAIL 6/S121 INDICATES WOOD BEAM TO BEAM CONNECTION, AND A FACE MOUNT HANGER MUST BE USED, SEE DETAIL 6/S121 F.M.H. INDICATES WOOD BEAM SUPPORTED ON TOP OF WALL, SEE DETAIL 4/S121 INDICATE A BEAM CONNECTED TO A WOOD POST USING A POST CAP, AS SHOWN IN DETAIL 1/S121. ADDITIONAL CONNECTORS MAY APPLY, X x X (C.L.)INDICATES BEAM AT CEILING LEVEL, BOTTOM OF BEAM TO FLUSH WITH WALL STUD SCHEDULE EXTERIOR WALLLEVELS 2X6 @ 16" O.C.ALL INTERIOR WALL 2x4 OR 2x6 STUD WALL PER ARCH. PLANSIZE 2x6 BLKG. 2x @ 48" O.C. SPACING 16" O.C. MAX. SPAN 2X8 2x @ 48" O.C.16" O.C. SPAN UP TO 15'-0" SPAN UP TO 20'-0" 2X10 2x @ 48" O.C.16" O.C.SPAN UP TO 25'-6" CEILING SHEAR WALL SCHEDULE FRAMED FLOOR SILL PLATE ATTACHMENT @ 12" O.C. <CBC 2022, LABC 2023 - TABLE 2306.4.1> @ 10" O.C. @ 8" O.C. @ 6" O.C. A @ 6" O.C. @ 8" O.C. @ 10" O.C. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 3/4"Ø A.B. 3/4"Ø A.B. 6" LONG ALLOW. SHEAR (PLF) 340 510 665 870 1020 1330 1740@2/12 @3/12 @4/12 @6/12 @4/12 @3/12 @2/12 15 / 3 2 " A P A R A T E D S T R U C T U R A L - I NAILINGPLAN ** NOTE. ** 1.USE COMMON NAILS ONLY. 10d COMMON NAILS SHOULD BE WITH FULL HEADS. 2.3x FRAMING MEMBERS AT THE SILL PLATE AND ALL PANEL BOUNDARY MEMBERS. 3.MIN. 1/2" EDGE NAIL DISTANCE AT PANEL END AND EDGE. 4.NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. 5.SQUARE PLATE WASHERS SHALL BE USED PER B6/S123. 6.ALLOWABLE SHEAR VALUES ARE PERMITTED TO BE INCREASED 40 PERCENT FOR WIND DESIGN. (2306.4.1) 7.1/4"Ø & 3/8"Ø LAG SCREW SHALL BE INSTALLED WITH STAGGERED. 8.SPECIAL PERIODIC INSPECTION OF STRUCTURAL WOOD IS REQUIREDFOR 4" OR LESS LEGNTH OF NAILING. # OF 1 1 1 1 2 2 2 SIDES SYMBOL ON (@EDGE (USE 1/4'Ø @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. @ 12" O.C. @ 10" O.C. SILL PL. SIZE 2x 3x 3x 3x 3x 3x GRADE SIMPSON SDS PANEL ABUTTING FRAMING SIZE AT 2x 3x OR @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. BOTH SIDES BOTH SIDES BOTH SIDES OR S H E A T H I N G G R A D E /FIELD) 10d 2-2x 3x OR 2-2x 3x OR 2-2x 3x OR2-2x 3x OR 2-2x 3x OR 2-2x3x6 OR 4x4 JOINTS @ 8" O.C. HEAVY-DUTY SCREW) 6" LONG @ 6" O.C. 6" LONG @ 6" O.C. 6" LONG @ 4" O.C. 8" LONG @ 3" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. TOP OF STEEL BEAM WITH NAILER (USE 5/8"Ø WELDED STUD) CONCRETE (USE ANCHOR BOLTS x 7" EMBED. PER 1B5&1B6/S123) 5/8"Ø A.B. @ 24" O.C. E F G B C D FOR COMPLETE TABLE, SEE 1C/S123 SHEAR WALL SCHEDULE & MIN. LENGTH END POST W/ HOLD-DOWN OR STRAP TIE SHEAR WALL SHEATHING TYP. DETAILS SEE SHEET S123 x x'-x" PER TYP. DETAIL SHEET S124HDUxxRxx INDICATES WOOD SHEATHED SHEAR WALL BELOW THIS LEVEL TIE DOWN SYSTEM AND ROD SIZE PER TYP. DETAIL SHEET S126 (WHEN APPLICABLE) OR MSTxx WOOD STRUCTURAL PANEL SHEAR CLIP (SIMPSON A35 OR LTP5) SEE PLAN. PLYWOOD SHEATHING SCHEDULE SHEATHINGLOCAITON 19/32"ROOF NAILING @BOUNDARY / EDGE / FIELD 10d COMMON NAILS @6/6/12 19/32"TYP. FLOOR 10d COMMON NAILS @2-1/2/4/12 SPAN RATING 32/16 40/20 BLOCK BLOCKED BLOCKED SEE S122 FOR TYPICAL DETAILS FOR DIAPHRAGM AND SHEATHING. DESCRIPTION SYMBOLS SYMBOL INDICATES 2x BLOCKING U.N.O. INDICATES WOOD POST W/ A MIN. SIZE OF: 4x DEPTH OF WALL, U.N.O. INDICATES WOOD POST ABOVE THIS LEVEL OF FRAMING P.A . INDICATES WOOD KING POST PER DETAIL 1C/S121 K.P . INDICATES WALLS BELOW THIS LEVEL OF FRAMING INDICATES WALLS ABOVE THIS LEVEL OF FRAMING INDICATES STRAP, SIZE SEE DETAIL 2/S122 D/x HARDY FRAME TYPE, SEE SCHEDULE HARDY FRAME ANCHORAGE TYP. DETAILS SEE SHEET HFX1-HFX3 SEE HFX1~HFX3 INDICATES HARDY FRAME BELOW THIS LEVEL HF1 HARDY FRAME SCHEDULE SIZE MARK HFX-24X9 1 1/8" STD. HF1 HFX-15X78 1 1/8" HS. HF2 19/32"HATCH 10d COMMON NAILS @2-1/2/4/1240/20 BLOCKED INDICATES CALIFORNIA ROOF, SEE DETAIL 9/S312 A GCDBEF 4 4 5 5 4.5 4.5 6x 8 11 ' - 1 0 " C 22 ' - 4 " D 22 ' - 6 " B 18 ' - 5 " B 24 ' - 8 " C 22 ' - 2 " D 24 ' - 8 " C 12'-4" E 6'-4" E 7'-10" E 9'-0" F 6'- 6 " C 6'-2" F 6'-7" F 5'-5" F 4'-10" E 6'-9" E 9'-9" E 6x 8 6x 8 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 6x 8 6x8 6x 8 6x8 6x8 6x8 6x8 6x86x86x8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 2-HDU11 HD - 1 9 HDU11 HDU14 HDU14 HDU14 HDU14 2-HDU112-HDU112-HDU112-HDU11 2-HDU11 2-HDU11 HDU8 HDU8 HDU11 HDU11HDU11 HDU11 HDU11 HDU14 HDU14 HDU14 HDU14 HDU14 HD U 1 4 HDU14 HDU14 HDU14 HDU14 HDU14 HDU14 HDU14 HDU14 HDU14HDU14HDU14 HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14 2-HDU14HDU14 HDU14HDU14 HDU11 13 S310 TYP. 13 S310 TYP. 13 S310 TYP. 1 K 2 / S 1 2 0 C B 1K2/ S 1 2 0 CB 1K2/ S 1 2 0 CB 1K2/ S 1 2 0 CB 1K2/ S 1 2 0 CB 1K2/ S 1 2 0 CB1 K 2 / S 1 2 0 C B 1 K 2 / S 1 2 0 C B 1 K 2 / S 1 2 0 C B 1 K 2 / S 1 2 0 C B TY P . 3/ S 1 1 0 4x8 2x 6 @ 1 6 " O . C . 4x 6 4x8 2x 6 @ 1 6 " O . C . 4x 6 4x8 2x 6 @ 1 6 " O . C . 4x 6 4x8 2x 6 @ 1 6 " O . C . 4x 6 4x8 2x 6 @ 1 6 " O . C . 4x 6 [F1] TYP. 9/S121 TYP. 9/S121 TYP. 9/S121 TYP. 9/S121 2'-6"1'-6" 1'-6" 1'-0" 1'-0" 1' - 0 " 1' - 0 " 1'- 0 " 1'-0" HDU11 HDU11 HDU11 HDU11 2'-6"2'-6"1'-6" 1'-6" 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1'-0"1'-0"1'-0" 4" CONC. SLAB ON GRADE W/#4 @16" O.C. EA.WAY PLACED AT CENTER OF SLAB. OVER A MIN. 10-MIL. MOISTURE BARRIER MEMBRANE OVER 4" CLEAN GRAVEL (1/2" OR LARGER IN SIZE) 4" CONC. SLAB ON GRADE W/#4 @16" O.C. EA.WAY PLACED AT CENTER OF SLAB. OVER A MIN. 10-MIL. MOISTURE BARRIER MEMBRANE OVER 4" CLEAN GRAVEL (1/2" OR LARGER IN SIZE) 4" CONC. SLAB ON GRADE W/#4 @16" O.C. EA.WAY PLACED AT CENTER OF SLAB. OVER A MIN. 10-MIL. MOISTURE BARRIER MEMBRANE OVER 4" CLEAN GRAVEL (1/2" OR LARGER IN SIZE) 4" CONC. SLAB ON GRADE W/#4 @16" O.C. EA.WAY PLACED AT CENTER OF SLAB. OVER A MIN. 10-MIL. MOISTURE BARRIER MEMBRANE OVER 4" CLEAN GRAVEL (1/2" OR LARGER IN SIZE) 1 S300 TYP. 1 S300 TYP. 1 S300 TYP. 1 S300 TYP. 4 S300 TYP. 4 S300 TYP. 4 S300 TYP. 4 S300 TYP. 1 S300 TYP. 1 S300 TYP. 1 S300 TYP. 3 S300 TYP. 1' - 0 " 2'-0" 3 S300 TYP. 1' - 0 " 1' - 0 " TY P . 3/ S 1 1 0 TY P . 3/ S 1 1 0 HDU14 HDU14HDU14 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " [F1][F1][F1] [F2] [F2] [F2] [F2] 2-HDU11 TY P . 2/ S 3 0 0 2-HDU11 [F3][F3][F3][F3][F3] 5 S300 TYP. 5 S300 TYP. 5 S300 TYP.6 S300 TYP.6 S300 TYP.6 S300 TYP. STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 STRUCT U R AL SIGNDATE: 7.3.2025 UNIT 6# ~ UNIT 10# FOUNDATION PLAN S204 SCALE : 1/4"=1'-0" FOUNDATION PLAN 01N UNIT 6# ~ UNIT 10# CONTINUOUS FOOTING REINFORCEMENT SCHEDULE WIDTH 12" - 21" REINFORCING (2) - #5 TOP & BOT. LONGITUDINAL ISOLATED PAD FOOTING REINFORCEMENT SCHEDULE LENGTH x WITH x THICKNESSMARK 7'-0" x 3'-6" x 2'-0"[F1] REINFORCING #5@ 6" O.C. E.W. BOT. & TOP 24" - 42"(3) - #5 TOP & BOT. LONGITUDINAL INDICATES WALLS INDICATES FOOTING. INDICATES FOOTING OR GRADE BEAM AT A LOWER LEVEL INDICATES WOOD POST W/ A MIN. SIZE OF: 4x DEPTH OF WALL, U.N.O. DESCRIPTION SYMBOLS SYMBOLA. PLAN NOTES - GENERAL 1.SEE SHEET S100 FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS. 2.SEE SHEET S110 THUR S124 FOR TYP. DETAILS. TYP. DETAILS APPLIES TO THIS ENTIRE PROJECT U.N.O. 3.THIS DRAWING PROVIDES INFO. FOR MINIMUM NUMBERS AND SIZES OF STRUCTURAL MEMBERS. ALL DIMENSIONS SHALL FOLLOW ARCHITECTURAL DRAWINGS. B. PLAN NOTES - FOUNDATIONS 1.TOP OF ALL FOOTINGS SHALL BE 12" LOWER THAN THE TOP SURFACE OF SLAB ON GRADE. 2.FOUNDATION SILLS SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. 3.HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 4.SLAB ON GRADE AND ITS SUBGRADE PREPARATION REQUIREMENTS ARE NOTED ON PLAN. 5.SATURATE THE SOIL 18 INCHES DEEP BEFORE PLACING THE CONCRETE SLAB. 6.PRIOR TO REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS. PLAN NOTES POST BASE PER DETAIL 1K1/S120 U.N.O. WALL STUD SCHEDULE EXTERIOR WALLLEVELS 2X6 @ 16" O.C.ALL INTERIOR WALL 2x4 OR 2x6 STUD WALL PER ARCH. PLAN SHEAR WALL SCHEDULE FRAMED FLOOR SILL PLATE ATTACHMENT @ 12" O.C. <CBC 2022, LABC 2023 - TABLE 2306.4.1> @ 10" O.C. @ 8" O.C. @ 6" O.C. A @ 6" O.C. @ 8" O.C. @ 10" O.C. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 3/4"Ø A.B. 3/4"Ø A.B. 6" LONG ALLOW. SHEAR (PLF) 340 510 665 870 1020 1330 1740@2/12 @3/12 @4/12 @6/12 @4/12 @3/12 @2/12 15 / 3 2 " A P A R A T E D S T R U C T U R A L - I NAILINGPLAN ** NOTE. ** 1.USE COMMON NAILS ONLY. 10d COMMON NAILS SHOULD BE WITH FULL HEADS. 2.3x FRAMING MEMBERS AT THE SILL PLATE AND ALL PANEL BOUNDARY MEMBERS. 3.MIN. 1/2" EDGE NAIL DISTANCE AT PANEL END AND EDGE. 4.NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. 5.SQUARE PLATE WASHERS SHALL BE USED PER B6/S123. 6.ALLOWABLE SHEAR VALUES ARE PERMITTED TO BE INCREASED 40 PERCENT FOR WIND DESIGN. (2306.4.1) 7.1/4"Ø & 3/8"Ø LAG SCREW SHALL BE INSTALLED WITH STAGGERED. 8.SPECIAL PERIODIC INSPECTION OF STRUCTURAL WOOD IS REQUIREDFOR 4" OR LESS LEGNTH OF NAILING. # OF 1 1 1 1 2 2 2 SIDES SYMBOL ON (@EDGE (USE 1/4'Ø @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. @ 12" O.C. @ 10" O.C. SILL PL. SIZE 2x 3x 3x 3x 3x 3x GRADE SIMPSON SDS PANEL ABUTTING FRAMING SIZE AT 2x 3x OR @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. BOTH SIDES BOTH SIDES BOTH SIDES OR S H E A T H I N G G R A D E /FIELD) 10d 2-2x 3x OR 2-2x 3x OR 2-2x 3x OR2-2x 3x OR 2-2x 3x OR 2-2x3x6 OR 4x4 JOINTS @ 8" O.C. HEAVY-DUTY SCREW) 6" LONG @ 6" O.C. 6" LONG @ 6" O.C. 6" LONG @ 4" O.C. 8" LONG @ 3" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. TOP OF STEEL BEAM WITH NAILER (USE 5/8"Ø WELDED STUD) CONCRETE (USE ANCHOR BOLTS x 7" EMBED. PER 1B5&1B6/S123) 5/8"Ø A.B. @ 24" O.C. E F G B C D FOR COMPLETE TABLE, SEE 1C/S123 SHEAR WALL SCHEDULE & MIN. LENGTH END POST W/ HOLD-DOWN OR STRAP TIE SHEAR WALL SHEATHING TYP. DETAILS SEE SHEET S123 x x'-x" PER TYP. DETAIL SHEET S124HDUxxRxx INDICATES WOOD SHEATHED SHEAR WALL BELOW THIS LEVEL TIE DOWN SYSTEM AND ROD SIZE PER TYP. DETAIL SHEET S126 (WHEN APPLICABLE) OR MSTxx WOOD STRUCTURAL PANEL SHEAR CLIP (SIMPSON A35 OR LTP5) 5'-0" x 3'-6" x 2'-0"[F2]#5@ 6" O.C. E.W. BOT. & TOP HARDY FRAME TYPE, SEE SCHEDULE HARDY FRAME ANCHORAGE TYP. DETAILS SEE SHEET HFX1-HFX3 SEE HFX1~HFX3 INDICATES HARDY FRAME BELOW THIS LEVEL HF1 HARDY FRAME SCHEDULE SIZE MARK HFX-24X9 1 1/8" STD. HF1 HFX-15X78 1 1/8" HS. HF2 2'-0" x 2'-0" x 2'-0"[F3]3-#5 E.W. BOT. A GCDBEF 4 4 5 5 4.5 4.5 UP UP UP UP UP +36" AFF +42" AFF +42" AFF 6x 8 11 ' - 1 0 " C 22 ' - 4 " D 22 ' - 6 " B 18 ' - 5 " B 24 ' - 8 " C 22 ' - 2 " D 24 ' - 8 " C 12'-4" E 6'-4" E 7'-10" E 9'-0" F 6'- 6 " C 6'-2" F 6'-7" F 5'-5" F 4'-10" E 6'-9" E 9'-9" E 6x 8 6x 8 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 HF2 6x 8 6x8 6x 8 6x8 6x8 6x8 6x8 6x86x86x8 4x12 5.25x11.25 LVL 5.25x11.25 LVL 2- 5 . 2 5 x 1 1 . 2 5 L V L 2- 5 . 2 5 x 1 1 . 2 5 L V L W1 0 x 5 4 1 PIECE 5.25x11.25 LVL 5. 2 5 x 1 1 . 2 5 L V L 5. 2 5 x 1 1 . 2 5 L V L 5. 2 5 x 1 1 . 2 5 L V L 2-5.5x11.875 24F-V8 GLB <C=5/8">2-5.5x11.875 24F-V8 GLB <C=5/8"> 7x 1 1 . 2 5 L V L 5.25x11.25 LVL 5.25x11.25 LVL 5.25x11.25 LVL HD R 4x 1 2 4x 1 2 4x 1 2 4x12 5.25x11.25 LVL 2x12@16" O.C.2x12@16" O.C. 2-2x12@16" O.C. 2- 1 . 7 5 x 1 1 . 2 5 L V L @ 1 6 " O . C . 2- 1 . 7 5 x 1 1 . 2 5 L V L @ 1 6 " O . C . 2x12@16" O.C. 2- 5 . 2 5 x 1 1 . 2 5 L V L 2- 5 . 2 5 x 1 1 . 2 5 L V L 2- 5 . 2 5 x 1 1 . 2 5 L V L 2-5.5x11.875 LVL2-5.5x11.875 LVL 2-5.5x11.875 LVL W1 0 x 5 4 7x 1 1 . 2 5 L V L 7x 1 1 . 2 5 L V L 2- 1 . 7 5 x 1 1 . 2 5 L V L @ 1 6 " O . C . 2- 1 . 7 5 x 1 1 . 2 5 L V L @ 1 6 " O . C . 2- 1 . 7 5 x 1 1 . 2 5 L V L @ 1 6 " O . C . 2- 1 . 7 5 x 1 1 . 2 5 L V L @ 1 6 " O . C . 5.25x11.25 LVL 5.25x11.25 LVL 5.25x11.25 LVL 5.25x11.25 LVL 5.25x11.25 LVL 5.25x11.25 LVL 5. 2 5 x 1 1 . 2 5 L V L 5.25x11.25 LVL 5.25x11.25 LVL 5.25x11.25 LVL5.25x11.25 LVL HDR 4x 1 2 4x 1 2 4x 1 2 4x 1 2 2x12@16" O.C.2x12@16" O.C. 2x12@16" O.C. W1 0 x 5 4 W1 0 x 5 4 W1 0 x 5 4 W1 0 x 5 4 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MST60 MSTC66B3Z MSTC66B3Z HD U 1 1 HDU5 HDU5 2-MST60 2-MST60 2-MST60 2-MST60 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z MST-60 MST-60 HDU8 HD U 8 2-MST60 2-MST60 2-MST60 2-MST60 2-MST60 2-MST60 2-MST60 2-MST60 4-MSTC66B3Z 2-CMST12 (x90" LONG) 2-CMST12 (x90" LONG) 2-CMST12 (x90" LONG) 2-CMST12 (x90" LONG) 2-CMST12 (x90" LONG) 4-MSTC66B3Z 4-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z HDU8 HDU8 HDU82-MSTC66B3Z2-MSTC66B3ZHDU5HDU5 P.A.P.A. P.A. P.A.P.A. P.A.P.A. P.A. P.A. P.A.P.A. P.A. P.A. P.A. P.A. P.A. P.A.P.A.P.A. P.A.P.A. P.A. P.A. P.A.P.A.P.A. P.A.P.A. P.A.P.A. P.A. P.A.P.A. P.A. P.A. P.A. P.A. P.A. P.A. 7/ S 1 2 1 7/ S 1 2 1 7/ S 1 2 1 F. M . H . 7/ S 1 2 1 F. M . H . F. M . H . F. M . H . F. M . H . 1/S1 2 1 CCQ 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C F.M. H . 1/S1 2 1 CCT Q 4B / S 1 2 4 4B/S 1 2 4 CCQ 1/S1 2 1 CCQ 1/S1 2 1 CCQ 1/S1 2 1 CCQ 1/S1 2 1 CCQ 9 & 1 0 / S 3 1 0 C C 1/ S 1 2 1 C C Q 1/S1 2 1 CCQ 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C T 1/S1 2 1 CC 4x12 4x12K.P.K. P .K.P.4x12 2x 1 2 @ 1 6 " O . C . 2x 1 2 @ 1 6 " O . C . 4x 1 2 4x 1 2 4x12 (ELEV:12'-8")(ELEV:12'-8") 2-2x12 2-2x12 2x 1 2 @ 1 6 " O . C . 2x 1 2 @ 1 6 " O . C . 2x 1 2 @ 1 6 " O . C . P.A.P.A.P.A. 9&10 / S 3 1 0 CC 9 & 1 0 / S 3 1 0 C C 9&10 / S 3 1 0 CC 9 & 1 0 / S 3 1 0 C C 9&10 / S 3 1 0 CC F. M . H . F. M . H . F.M. H . F.M. H . F. M . H . 17 / S 3 1 0 17 / S 3 1 0 F.M. H . F. M . H . 17/S 3 1 0 17/S 3 1 0 F.M. H . F. M . H . F. M . H . F.M. H . F.M. H . F.M. H . F.M. H . 11 S310 TYP. 12 S310 TYP. 12 S310 TYP. 12 S310 TYP. 12 S310 TYP. 12 S310 TYP. 12 S310 TYP. 11 S310 TYP. 11 S310 TYP. 11 S310 TYP. 11 S310 TYP. F.M. H . F.M. H . F.M. H . F.M. H . F.M. H . F.M. H . F.M. H . 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C Q 1/S1 2 1 CCQ 17/S 3 1 0 1 7 / S 3 1 0 4/ S 3 1 0 4/ S 3 1 0 4/ S 3 1 0 4/ S 3 1 0 4/ S 3 1 0 1/ S 1 2 1 C C Q 1/S1 2 1 CCQ 1/S1 2 1 CCQ 1/S1 2 1 CCQ 1/S1 2 1 CCQ 1/S1 2 1 CCQ 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C Q 1/ S 1 2 1 C C Q 15 / S 3 1 0 15/S 3 1 0 15 / S 3 1 0 1 6 / S 3 1 0 10 S310 TYP. 10 S310 TYP. 10 S310 TYP.1 S310 TYP. 1 S310 TYP. TYP. 2/S310 TY P . 2/ S 3 1 0 TY P . 2/ S 3 1 0 TY P . 2/ S 3 1 0 TY P . 2/ S 3 1 0 TY P . 2/ S 3 1 0 TYP. 2/S310 TYP. 2/S310 TYP. 2/S310 TY P . 1J / S 1 2 0 TY P . 1J / S 1 2 0 TY P . 1J / S 1 2 0 P.A. P. A . P.A.P.A. 12 S310 TYP. D/3 6'-0" D/3 6'-0" D/3 6'-0"D/3 6'-0"D/36'-0" D/3 D/3 D/3 D/3 D/3 D/3D/3D/3D/3 D/3 D/ 3 D/ 3 6'- 0 " D/ 3 6'- 0 " TYP. 2/S310 D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/3 D/ 3 6'- 0 " TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 2-MSTC66B3Z P.A. 2-MSTC66B3Z P.A. 2-MSTC66B3Z P.A. 2-MSTC66B3Z P.A. F . M . H . F. M . H . TYP. 2/S310TYP. 18/S310 TYP. 18/S310 TYP. 18/S310 P.A. P.A. 2-MSTC66B3Z P.A. HDU8 P.A. TYP. 2/S310 PLYWOOD SHEATHING W/10d COMMON NAILS @2-1/2/4/12 BLOCKED PLYWOOD SHEATHING W/10d COMMON NAILS @2-1/2/4/12 BLOCKED 2 S311 2 S311 2 S311 1 6 / S 3 1 0 1 6 / S 3 1 0 HDR HD R HDR HDR HDR HD R HD R HDU8 HDU8 HDU8 6/ S 1 2 1 4D/S 1 2 4 4D/S 1 2 4 12 S322 12 S322 12 S322 12 S322 D/3 D/3 8.75x18 24F-V8 GLB (LOW) <C=1/2"> ≈ 21'-10" LONG 8.75x18 24F-V8 GLB (LOW) <C=1/2"> ≈ 20'-4" LONG 8.75x18 24F-V8 GLB (LOW) <C=1/2"> ≈ 20'-6" LONG 8.75x18 24F-V8 GLB (LOW) <C=1/2"> ≈ 20'-4" LONG 8.75x18 24F-V8 GLB (LOW) <C=1/2"> ≈ 20'-6" LONG STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 STRUCT U R AL SIGNDATE: 7.3.2025 UNIT 6# ~ UNIT 10# 2ND FLOOR FRAMING PLAN S205 SCALE : 1/4"=1'-0" 2ND FLOOR FRAMING PLAN 01N UNIT 6# ~ UNIT 10# A. PLAN NOTES - GENERAL 1.SEE SHEET S100 FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS. 2.SEE SHEET S110 THUR S124 FOR TYP. DETAILS. TYP. DETAILS APPLIES TO THIS ENTIRE PROJECT U.N.O. 3.THIS DRAWING PROVIDES INFO. FOR MINIMUM NUMBERS AND SIZES OF STRUCTURAL MEMBERS. ALL DIMENSIONS SHALL FOLLOW ARCHITECTURAL DRAWINGS. PLAN NOTES C1. PLAN NOTES - WALLS AND FLOOR FRAMING 1.SEE S120 FOR TYPICAL DETAILS FOR STUD WALL FRAMING. 2.SEE S121 FOR TYP. DETAILS FOR BEAM, POST AND JOIST CONNECTIONS. 3.PROVIDE WALL SHEATHINGS AT ALL EXTERIOR WALLS OTHER THAN SHEAR WALLS. USE 15/32" APA RATED SHEATHING OR OSB SHEATHING, SPAN RATING 32/16, EXPOSURE I, W/10d COMMON NAILS @6/6/12. 4.ALL EXTERIOR & INTERIOR HEADERS SIZES PER SCHEDULE ON 1/S120 U.N.O. 5.HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. DESCRIPTION SYMBOLS SYMBOL INDICATES CEILING JOISTS, SIZE PER SCHEDULE BELOW X x X <C = xx">INDICATES BEAM AND <CAMBER ON BEAM> INDICATES ROOF RAFTER / FLOOR JOIST INDICATES EXTENT OF ROOF RAFTER / FLOOR JOIST HDR INDICATES HEADER AND SIZE PER 1/S120 U.N.O. x-xx@xx SEE SCHEDULE ON PLAN C.J. INDICATES WOOD BEAM TO BEAM CONNECTION, SEE DETAIL 6/S121 INDICATES WOOD BEAM TO BEAM CONNECTION, AND A FACE MOUNT HANGER MUST BE USED, SEE DETAIL 6/S121 F.M.H. INDICATES WOOD BEAM SUPPORTED ON TOP OF WALL, SEE DETAIL 4/S121 INDICATE A BEAM CONNECTED TO A WOOD POST USING A POST CAP, AS SHOWN IN DETAIL 1/S121. ADDITIONAL CONNECTORS MAY APPLY, X x X (C.L.)INDICATES BEAM AT CEILING LEVEL, BOTTOM OF BEAM TO FLUSH WITH WALL STUD SCHEDULE EXTERIOR WALLLEVELS 2X6 @ 16" O.C.ALL INTERIOR WALL 2x4 OR 2x6 STUD WALL PER ARCH. PLANSIZE 2x6 BLKG. 2x @ 48" O.C. SPACING 16" O.C. MAX. SPAN 2X8 2x @ 48" O.C.16" O.C. SPAN UP TO 15'-0" SPAN UP TO 20'-0" 2X10 2x @ 48" O.C.16" O.C.SPAN UP TO 25'-6" CEILING SHEAR WALL SCHEDULE FRAMED FLOOR SILL PLATE ATTACHMENT @ 12" O.C. <CBC 2022, LABC 2023 - TABLE 2306.4.1> @ 10" O.C. @ 8" O.C. @ 6" O.C. A @ 6" O.C. @ 8" O.C. @ 10" O.C. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 3/4"Ø A.B. 3/4"Ø A.B. 6" LONG ALLOW. SHEAR (PLF) 340 510 665 870 1020 1330 1740@2/12 @3/12 @4/12 @6/12 @4/12 @3/12 @2/12 15 / 3 2 " A P A R A T E D S T R U C T U R A L - I NAILINGPLAN ** NOTE. ** 1.USE COMMON NAILS ONLY. 10d COMMON NAILS SHOULD BE WITH FULL HEADS. 2.3x FRAMING MEMBERS AT THE SILL PLATE AND ALL PANEL BOUNDARY MEMBERS. 3.MIN. 1/2" EDGE NAIL DISTANCE AT PANEL END AND EDGE. 4.NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. 5.SQUARE PLATE WASHERS SHALL BE USED PER B6/S123. 6.ALLOWABLE SHEAR VALUES ARE PERMITTED TO BE INCREASED 40 PERCENT FOR WIND DESIGN. (2306.4.1) 7.1/4"Ø & 3/8"Ø LAG SCREW SHALL BE INSTALLED WITH STAGGERED. 8.SPECIAL PERIODIC INSPECTION OF STRUCTURAL WOOD IS REQUIREDFOR 4" OR LESS LEGNTH OF NAILING. # OF 1 1 1 1 2 2 2 SIDES SYMBOL ON (@EDGE (USE 1/4'Ø @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. @ 12" O.C. @ 10" O.C. SILL PL. SIZE 2x 3x 3x 3x 3x 3x GRADE SIMPSON SDS PANEL ABUTTING FRAMING SIZE AT 2x 3x OR @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. BOTH SIDES BOTH SIDES BOTH SIDES OR S H E A T H I N G G R A D E /FIELD) 10d 2-2x 3x OR 2-2x 3x OR 2-2x 3x OR2-2x 3x OR 2-2x 3x OR 2-2x3x6 OR 4x4 JOINTS @ 8" O.C. HEAVY-DUTY SCREW) 6" LONG @ 6" O.C. 6" LONG @ 6" O.C. 6" LONG @ 4" O.C. 8" LONG @ 3" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. TOP OF STEEL BEAM WITH NAILER (USE 5/8"Ø WELDED STUD) CONCRETE (USE ANCHOR BOLTS x 7" EMBED. PER 1B5&1B6/S123) 5/8"Ø A.B. @ 24" O.C. E F G B C D FOR COMPLETE TABLE, SEE 1C/S123 SHEAR WALL SCHEDULE & MIN. LENGTH END POST W/ HOLD-DOWN OR STRAP TIE SHEAR WALL SHEATHING TYP. DETAILS SEE SHEET S123 x x'-x" PER TYP. DETAIL SHEET S124HDUxxRxx INDICATES WOOD SHEATHED SHEAR WALL BELOW THIS LEVEL TIE DOWN SYSTEM AND ROD SIZE PER TYP. DETAIL SHEET S126 (WHEN APPLICABLE) OR MSTxx WOOD STRUCTURAL PANEL SHEAR CLIP (SIMPSON A35 OR LTP5) SEE PLAN. PLYWOOD SHEATHING SCHEDULE SHEATHINGLOCAITON 19/32"ROOF NAILING @BOUNDARY / EDGE / FIELD 10d COMMON NAILS @6/6/12 19/32"TYP. FLOOR 10d COMMON NAILS @2-1/2/4/12 SPAN RATING 32/16 40/20 BLOCK BLOCKED BLOCKED SEE S122 FOR TYPICAL DETAILS FOR DIAPHRAGM AND SHEATHING. DESCRIPTION SYMBOLS SYMBOL INDICATES 2x BLOCKING U.N.O. INDICATES WOOD POST W/ A MIN. SIZE OF: 4x DEPTH OF WALL, U.N.O. INDICATES WOOD POST ABOVE THIS LEVEL OF FRAMING P.A . INDICATES WOOD KING POST PER DETAIL 1C/S121 K.P . INDICATES WALLS BELOW THIS LEVEL OF FRAMING INDICATES WALLS ABOVE THIS LEVEL OF FRAMING INDICATES STRAP, SIZE SEE DETAIL 2/S122 D/x HARDY FRAME TYPE, SEE SCHEDULE HARDY FRAME ANCHORAGE TYP. DETAILS SEE SHEET HFX1-HFX3 SEE HFX1~HFX3 INDICATES HARDY FRAME BELOW THIS LEVEL HF1 HARDY FRAME SCHEDULE SIZE MARK HFX-24X9 1 1/8" STD. HF1 HFX-15X78 1 1/8" HS. HF2 19/32"HATCH 10d COMMON NAILS @2-1/2/4/1240/20 BLOCKED INDICATES CALIFORNIA ROOF, SEE DETAIL 9/S312 A GCDBEF 4 4 5 5 4.5 4.5 4'- 8 " C 22 ' - 3 " D 22 ' - 6 " B 18 ' - 5 " B 24 ' - 7 " C 22 ' - 1 " C 6'- 6 " C 6'-6" D 4'-0" D 10'-4" D 4'-0" D 10'-5" C 4'-5" C 5'-9" C 6'-5" A 2' - 9 " C 10 ' - 1 " C 9'-2" C5'-2" C 9'-8" B 10'-9" B 4' - 8 " C 3'- 9 " C HF1 HF1 HF1 HF1HF1 6'-2" B 3'-11" B 3'-3" B HDR HDRHDR HDRHDRHDR HD R HD R HD R HD R 6x12 HDR 6x12 HDR 6x12 HDR 6x 8 H D R HD R 6x 8 H D R 5.25x11.875 LVL 2-5.5x11.25 24F-V8 GLB <C=3/4"> 3. 5 x 1 1 . 2 5 L V L 3. 5 x 1 1 . 8 7 5 L V L 3. 5 x 1 1 . 8 7 5 L V L 4x12 4x 1 2 2-2x12@16" O.C. 7x11.875 LVL 3.5x11.25 LVL 4x12 4x12 3. 5 x 1 1 . 2 5 L V L 3.5x11.25 LVL 3.5x11.25 LVL 3.5x11.25 LVL 3.5x11.25 LVL 3.5x11.25 LVL 3.5x11.25 LVL3.5x11.25 LVL 1 PIECE 3.5x11.25 LVL 1 PIECE 3.5x11.25 LVL 4x12 4x12 2-2x12@16" O.C. 2x12@16" O.C.2x12@16" O.C. 3.5x11.25 LVL 3. 5 x 1 1 . 2 5 L V L 2x12@16" O.C. 3.5x11.25 LVL 3.5x11.25 LVL 3. 5 x 1 1 . 2 5 L V L 3. 5 x 1 1 . 2 5 L V L 2-2x12@16" O.C. 2-2x12@16" O.C. 2-2x12@16" O.C. 2x12@16" O.C.2x12@16" O.C. 3.5x11.25 LVL7x11.875 LVL 3.5x11.25 LVL 3.5x11.25 LVL 3.5x11.25 LVL 3.5x11.25 LVL 2x12@16" O.C. MSTC66B3Z MSTC66B3Z MST-48 MST-48 MST-37 MST-37 MST-37 MST-37 2-MSTC66B3Z 2-MSTC66B3Z 2-MSTC66B3Z2-MSTC66B3Z MSTC66B3Z MSTC66B3Z MSTC66B3Z MSTC66B3Z 2-MST48 2-MST48 MST-37 MST-37 MST-37 MST-37 MST-48 MST-48 MST-37 MST-37 MST-37 MST-37 2-MST48 2-MST48 2-MST48 2-MST48 2-MST48 2-MST48 2-MST48 2-MST48 MST-48 MST-48 MST-48MSTC66B3Z MSTC66B3ZMST-48 MSTC66B3Z MSTC66B3Z 3.5x11.25 LVL F. M . H . F. M . H . F.M. H . 4B/S 1 2 4 4B/S 1 2 4 1/S1 2 1 CCQ 1/ S 1 2 1 C C Q 4B / S 1 2 4 4B/S 1 2 4 4B/S 1 2 4 1/ S 1 2 1 C C 1/ S 1 2 1 C C T Q 1/ S 1 2 1 C C Q 4B/S 1 2 4 1/S1 2 1 CCQ 1/S1 2 1 1/S1 2 1 CCQ 4B/S 1 2 4 1/ S 1 2 1 C C 4 B / S 1 2 4 4/ S 1 2 1 4 B / S 1 2 4 P.A.P.A. P.A.P.A. P.A. P.A. P.A.P.A. P.A.P.A. P.A. P.A.P.A.P.A.4B/S 1 2 4 4 S312 TYP. 4x 1 2 2-2x12 2x 6 @ 1 6 " O . C . 3 S311 TYP. 4 S311 TYP. 4 S311 TYP. 5 S311 TYP. 5 S311 TYP. 5 S311 TYP. 4 S311TYP. 4x12 4x12 4x12 2x 1 0 @ 1 6 " O . C . 2x 1 0 @ 1 6 " O . C . 2x 1 0 @ 1 6 " O . C . 2x 1 0 @ 1 6 " O . C . TY P . 7/ S 3 1 0 TY P . 7/ S 3 1 0 TY P . 7/ S 3 1 0 TY P . 7/ S 3 1 0 2x12 2x12 F.M. H . F. M . H . TYP. 8/S310 TYP. 8/S310 TYP. 8/S310 TYP. 8/S310 14 S310 TYP.14 S310 TYP. 14 S310 TYP. 1 S311 TYP.1/S3 1 1 1/S3 1 1 TYP. TYP. TY P . 2/ S 3 1 0 4/S1 2 1 4/ S 1 2 1 4/ S 1 2 1 4B / S 1 2 4 4B / S 1 2 4 TY P . 6/ S 3 1 0 TYP. 1J/S120 TYP. 1J/S120 TYP. 1J/S120 TYP. 1J/S120 TY P . 1J / S 1 2 0 D/3 D/3 D/3 D/3 D/3 D/3 D/3 D/3 D/ 3 6' - 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/ 3 6'- 0 " D/3 TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 TY P . 9/ S 1 2 1 4B/S 1 2 4 MSTC66B3Z P.A. MSTC66B3Z P.A. 3.5x11.25 LVL 4B / S 1 2 4 4B/S 1 2 4 4B/S 1 2 4 MSTC66B3Z P.A. 1/S1 2 1 CCQ 4 S321 TYP. 4 S321 TYP. D/3 D/3 D/3 TYP. 1J/S120 P.A.P. A . P. A . P.A . P.A . K.P . 13 / S 1 2 1 3. 5 x 9 . 5 L V L P. A . P. A . 3. 5 x 9 . 5 L V L 3. 5 x 9 . 5 L V L K.P.K.P. 13 / S 1 2 1 13 / S 1 2 1 P.A. P.A. 3. 5 x 9 . 5 L V L K.P. 13 / S 1 2 1 D/3 D/3 6 S311 6 S311 6 S311 TYP. 6 S311 TYP. 6 S311 TYP. STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 STRUCT U R AL SIGNDATE: 7.3.2025 UNIT 6# ~ UNIT 10# 3RD FLOOR FRAMING PLAN S206 SCALE : 1/4"=1'-0" 3RD FLOOR FRAMING PLAN 01N UNIT 6# ~ UNIT 10# A. PLAN NOTES - GENERAL 1.SEE SHEET S100 FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS. 2.SEE SHEET S110 THUR S124 FOR TYP. DETAILS. TYP. DETAILS APPLIES TO THIS ENTIRE PROJECT U.N.O. 3.THIS DRAWING PROVIDES INFO. FOR MINIMUM NUMBERS AND SIZES OF STRUCTURAL MEMBERS. ALL DIMENSIONS SHALL FOLLOW ARCHITECTURAL DRAWINGS. PLAN NOTES C1. PLAN NOTES - WALLS AND FLOOR FRAMING 1.SEE S120 FOR TYPICAL DETAILS FOR STUD WALL FRAMING. 2.SEE S121 FOR TYP. DETAILS FOR BEAM, POST AND JOIST CONNECTIONS. 3.PROVIDE WALL SHEATHINGS AT ALL EXTERIOR WALLS OTHER THAN SHEAR WALLS. USE 15/32" APA RATED SHEATHING OR OSB SHEATHING, SPAN RATING 32/16, EXPOSURE I, W/10d COMMON NAILS @6/6/12. 4.ALL EXTERIOR & INTERIOR HEADERS SIZES PER SCHEDULE ON 1/S120 U.N.O. 5.HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. DESCRIPTION SYMBOLS SYMBOL INDICATES CEILING JOISTS, SIZE PER SCHEDULE BELOW X x X <C = xx">INDICATES BEAM AND <CAMBER ON BEAM> INDICATES ROOF RAFTER / FLOOR JOIST INDICATES EXTENT OF ROOF RAFTER / FLOOR JOIST HDR INDICATES HEADER AND SIZE PER 1/S120 U.N.O. x-xx@xx SEE SCHEDULE ON PLAN C.J. INDICATES WOOD BEAM TO BEAM CONNECTION, SEE DETAIL 6/S121 INDICATES WOOD BEAM TO BEAM CONNECTION, AND A FACE MOUNT HANGER MUST BE USED, SEE DETAIL 6/S121 F.M.H. INDICATES WOOD BEAM SUPPORTED ON TOP OF WALL, SEE DETAIL 4/S121 INDICATE A BEAM CONNECTED TO A WOOD POST USING A POST CAP, AS SHOWN IN DETAIL 1/S121. ADDITIONAL CONNECTORS MAY APPLY, X x X (C.L.)INDICATES BEAM AT CEILING LEVEL, BOTTOM OF BEAM TO FLUSH WITH WALL STUD SCHEDULE EXTERIOR WALLLEVELS 2X6 @ 16" O.C.ALL INTERIOR WALL 2x4 OR 2x6 STUD WALL PER ARCH. PLANSIZE 2x6 BLKG. 2x @ 48" O.C. SPACING 16" O.C. MAX. SPAN 2X8 2x @ 48" O.C.16" O.C. SPAN UP TO 15'-0" SPAN UP TO 20'-0" 2X10 2x @ 48" O.C.16" O.C.SPAN UP TO 25'-6" CEILING SHEAR WALL SCHEDULE FRAMED FLOOR SILL PLATE ATTACHMENT @ 12" O.C. <CBC 2022, LABC 2023 - TABLE 2306.4.1> @ 10" O.C. @ 8" O.C. @ 6" O.C. A @ 6" O.C. @ 8" O.C. @ 10" O.C. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 3/4"Ø A.B. 3/4"Ø A.B. 6" LONG ALLOW. SHEAR (PLF) 340 510 665 870 1020 1330 1740@2/12 @3/12 @4/12 @6/12 @4/12 @3/12 @2/12 15 / 3 2 " A P A R A T E D S T R U C T U R A L - I NAILINGPLAN ** NOTE. ** 1.USE COMMON NAILS ONLY. 10d COMMON NAILS SHOULD BE WITH FULL HEADS. 2.3x FRAMING MEMBERS AT THE SILL PLATE AND ALL PANEL BOUNDARY MEMBERS. 3.MIN. 1/2" EDGE NAIL DISTANCE AT PANEL END AND EDGE. 4.NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. 5.SQUARE PLATE WASHERS SHALL BE USED PER B6/S123. 6.ALLOWABLE SHEAR VALUES ARE PERMITTED TO BE INCREASED 40 PERCENT FOR WIND DESIGN. (2306.4.1) 7.1/4"Ø & 3/8"Ø LAG SCREW SHALL BE INSTALLED WITH STAGGERED. 8.SPECIAL PERIODIC INSPECTION OF STRUCTURAL WOOD IS REQUIREDFOR 4" OR LESS LEGNTH OF NAILING. # OF 1 1 1 1 2 2 2 SIDES SYMBOL ON (@EDGE (USE 1/4'Ø @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. @ 12" O.C. @ 10" O.C. SILL PL. SIZE 2x 3x 3x 3x 3x 3x GRADE SIMPSON SDS PANEL ABUTTING FRAMING SIZE AT 2x 3x OR @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. BOTH SIDES BOTH SIDES BOTH SIDES OR S H E A T H I N G G R A D E /FIELD) 10d 2-2x 3x OR 2-2x 3x OR 2-2x 3x OR2-2x 3x OR 2-2x 3x OR 2-2x3x6 OR 4x4 JOINTS @ 8" O.C. HEAVY-DUTY SCREW) 6" LONG @ 6" O.C. 6" LONG @ 6" O.C. 6" LONG @ 4" O.C. 8" LONG @ 3" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. TOP OF STEEL BEAM WITH NAILER (USE 5/8"Ø WELDED STUD) CONCRETE (USE ANCHOR BOLTS x 7" EMBED. PER 1B5&1B6/S123) 5/8"Ø A.B. @ 24" O.C. E F G B C D FOR COMPLETE TABLE, SEE 1C/S123 SHEAR WALL SCHEDULE & MIN. LENGTH END POST W/ HOLD-DOWN OR STRAP TIE SHEAR WALL SHEATHING TYP. DETAILS SEE SHEET S123 x x'-x" PER TYP. DETAIL SHEET S124HDUxxRxx INDICATES WOOD SHEATHED SHEAR WALL BELOW THIS LEVEL TIE DOWN SYSTEM AND ROD SIZE PER TYP. DETAIL SHEET S126 (WHEN APPLICABLE) OR MSTxx WOOD STRUCTURAL PANEL SHEAR CLIP (SIMPSON A35 OR LTP5) SEE PLAN. PLYWOOD SHEATHING SCHEDULE SHEATHINGLOCAITON 19/32"ROOF NAILING @BOUNDARY / EDGE / FIELD 10d COMMON NAILS @6/6/12 19/32"TYP. FLOOR 10d COMMON NAILS @2-1/2/4/12 SPAN RATING 32/16 40/20 BLOCK BLOCKED BLOCKED SEE S122 FOR TYPICAL DETAILS FOR DIAPHRAGM AND SHEATHING. DESCRIPTION SYMBOLS SYMBOL INDICATES 2x BLOCKING U.N.O. INDICATES WOOD POST W/ A MIN. SIZE OF: 4x DEPTH OF WALL, U.N.O. INDICATES WOOD POST ABOVE THIS LEVEL OF FRAMING P.A . INDICATES WOOD KING POST PER DETAIL 1C/S121 K.P . INDICATES WALLS BELOW THIS LEVEL OF FRAMING INDICATES WALLS ABOVE THIS LEVEL OF FRAMING INDICATES STRAP, SIZE SEE DETAIL 2/S122 D/x HARDY FRAME TYPE, SEE SCHEDULE HARDY FRAME ANCHORAGE TYP. DETAILS SEE SHEET HFX1-HFX3 SEE HFX1~HFX3 INDICATES HARDY FRAME BELOW THIS LEVEL HF1 HARDY FRAME SCHEDULE SIZE MARK HFX-24X9 1 1/8" STD. HF1 HFX-15X78 1 1/8" HS. HF2 19/32"HATCH 10d COMMON NAILS @2-1/2/4/1240/20 BLOCKED INDICATES CALIFORNIA ROOF, SEE DETAIL 9/S312 A GCDBEF 4 4 5 5 4.5 4.5 18 ' - 5 " A 22 ' - 8 " B 15 ' - 7 " A 4' - 1 1 " A 18 ' - 5 " A 25 ' - 0 " A 22 ' - 6 " A 17 ' - 7 " A 3' - 1 1 " A 6'-6" B 4'-0" B 10'-4" B 4'-0" B 5'-10" A 8'-7" A 9'-1" A 4'-0" B 8'-10" B 5'-4" B 8'-4" C 8'-8" C 8'-7" A 6'-0" B HDR HDR HD R HDR HDR HDR HDR HDR HD R HD R HD R HDR HDR HD R 4x12 4x12 3.5x9.5 LVL 3.5 x 9 . 5 L V L 3.5 x 9 . 5 L V L 3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 2- 2 x 8 3.5x11.875 24F-V4 GLB <C=1"> (C.L.)3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 3.5x11.875 24F-V4 GLB <C=1"> (C.L.)3.5x11.875 24F-V4 GLB <C=1"> (C.L.) K. P .K.P. K.P .K.P. K.P . K.P. K. P . K.P. K.P. K.P. K.P. K. P . K.P. 3. 5 x 9 . 5 L V L 4x12 4x12 3.5 x 9 . 5 L V L 3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 3.5x11.875 24F-V4 GLB <C=1"> (C.L.)3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 5.5x13.5 24F-V4 GLB <C=3/4">4x12 2x 8 @ 1 6 " O . C . 2x 1 2 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x8@16" O.C. 2x8@16" O.C. 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 4x12 4x12 C. J . C.J. C.J. 14 S310 TYP. 14 S310 TYP. 14 S310 TYP. 1/ S 1 2 1 T Y P . 1/ S 1 2 1 T Y P . 1/ S 1 2 1 T Y P . 14 S312 TYP. 1 S312 TYP. 1 S312 TYP.1 S312 TYP. 1 S312 TYP. 1 S312 TYP. 1 S312 TYP. 1 S312 TYP. 14 S312 TYP. 1 S312 TYP. 14 S312 TYP. 1 S312 TYP. 4 S312 TYP. 4 S312 TYP. 3 S312 TYP. 3 S312 TYP. 2 S312 TYP. 4/ S 1 2 1 T Y P . 4/S1 2 1 TYP . 4/S1 2 1 TYP . 4/S1 2 1 TYP . 4/S1 2 1 TYP . 6/ S 3 1 2 T Y P . 6/ S 3 1 2 6/S3 1 2TYP . 6/ S 3 1 2 T Y P . 7/ S 3 1 2 T Y P . 8/S3 1 2TYP . 8/S3 1 2TYP . 10/S 3 1 2 TYP . 4/S1 2 1TYP . TY P . 5/ S 3 1 2 TY P . 5/ S 3 1 2 TY P . 5/ S 3 1 2 TY P . 5/ S 3 1 2 TY P . 5/ S 3 1 2 TY P . 9/ S 3 1 2 TY P . 9/ S 3 1 2 TY P . 9/ S 3 1 2 TYP. 1J/S120 TYP. 1J/S120 TYP. 1J/S120 TYP. 1J/S120 TYP. 1J/S120 D/3 6'-0" D/3 6'-0" D/3 6'-0" D/3 6'-0" D/3 6'-0" K.P. K.P . K.P. K.P. K.P. K.P. K. P . K.P. K.P. TYP. 9/S312 3.5x11.875 24F-V4 GLB <C=1"> (C.L.)3.5x11.875 24F-V4 GLB <C=1"> (C.L.)3.5x11.875 24F-V4 GLB <C=1"> (C.L.) HD R HDR HDR HDR 6x8 HDR6x8 HDR6x8 HDR 2-2x 8 2-2 x 8 2-2x8 2-2x8 2- 2 x 8 3.5x11.875 24F-V4 GLB <C=1"> (C.L.) 2-2 x 8 2-2 x 8 2-2x8 2-2x8 2- 2 x 8 3.5x11.875 24F-V4 GLB <C=1"> (C.L.)5.25x7.25 LVL (C.L.) 3.5x9.5 LVL 2- 2 x 8 2- 2 x 8 2- 2 x 8 2x8@16" O.C.2x8@16" O.C. 2x8@16" O.C.2x8@16" O.C. 2x8@16" O.C.2x8@16" O.C.2x8@16" O.C.2x8@16" O.C.2x8@16" O.C.2x8@16" O.C. 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 4/S1 2 1 TYP . 4/S1 2 1 TYP . 8/S3 1 2TYP . 8/S3 1 2TYP . 8/ S 3 1 2 T Y P . 8/S3 1 2TYP . 4/S1 2 1TYP . TYP. 5/S312 TYP. 5/S312 TY P . 9/ S 3 1 2 TY P . 9/ S 3 1 2 TY P . 9/ S 3 1 2 TY P . 9/ S 3 1 2 TY P . 9/ S 3 1 2 TY P . 9/ S 3 1 2 TYP. 1J/S120 D/3 6'-0" D/3 6'-0" D/3 6'-0" D/3 6'-0" D/3 6'-0"4x 8 8/ S 3 1 2 T Y P . 4x 8 4x 8 4x 8 K.P. K.P.K.P.K.P .K.P.K.P.K.P.K.P.K.P. K.P. HD R 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 1 2 @ 1 6 " O . C . 4x 1 0 ( C . L . ) 4x 1 0 ( C . L . ) 4x 1 0 ( C . L . ) 4x 1 0 ( C . L . ) 4x 1 0 ( C . L . ) 4x 1 0 ( C . L . ) 2x6@16" O.C. 2x6@16" O.C. 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . 4x 8 4x 8 5.25x7.25 LVL (C.L.)5.25x7.25 LVL (C.L.)5.25x7.25 LVL (C.L.) 4x 8 4x 8 4x 8 4x8 4x8 4x8(C.L.) 4x8 4x 1 0 ( C . L . ) 4x10(C.L.) 2x 1 2 @ 1 6 " O . C . C. J . C. J . C. J . C. J . C. J . C. J . C. J . C. J . C. J . STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 STRUCT U R AL SIGNDATE: 7.3.2025 UNIT 6# ~ UNIT 10# ROOF FRAMING PLAN S207 SCALE : 1/4"=1'-0" ROOF FRAMING PLAN 01N UNIT 6# ~ UNIT 10# A. PLAN NOTES - GENERAL 1.SEE SHEET S100 FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS. 2.SEE SHEET S110 THUR S124 FOR TYP. DETAILS. TYP. DETAILS APPLIES TO THIS ENTIRE PROJECT U.N.O. 3.THIS DRAWING PROVIDES INFO. FOR MINIMUM NUMBERS AND SIZES OF STRUCTURAL MEMBERS. ALL DIMENSIONS SHALL FOLLOW ARCHITECTURAL DRAWINGS. PLAN NOTES C1. PLAN NOTES - WALLS AND FLOOR FRAMING 1.SEE S120 FOR TYPICAL DETAILS FOR STUD WALL FRAMING. 2.SEE S121 FOR TYP. DETAILS FOR BEAM, POST AND JOIST CONNECTIONS. 3.PROVIDE WALL SHEATHINGS AT ALL EXTERIOR WALLS OTHER THAN SHEAR WALLS. USE 15/32" APA RATED SHEATHING OR OSB SHEATHING, SPAN RATING 32/16, EXPOSURE I, W/10d COMMON NAILS @6/6/12. 4.ALL EXTERIOR & INTERIOR HEADERS SIZES PER SCHEDULE ON 1/S120 U.N.O. 5.HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. DESCRIPTION SYMBOLS SYMBOL INDICATES CEILING JOISTS, SIZE PER SCHEDULE BELOW X x X <C = xx">INDICATES BEAM AND <CAMBER ON BEAM> INDICATES ROOF RAFTER / FLOOR JOIST INDICATES EXTENT OF ROOF RAFTER / FLOOR JOIST HDR INDICATES HEADER AND SIZE PER 1/S120 U.N.O. x-xx@xx SEE SCHEDULE ON PLAN C.J. INDICATES WOOD BEAM TO BEAM CONNECTION, SEE DETAIL 6/S121 INDICATES WOOD BEAM TO BEAM CONNECTION, AND A FACE MOUNT HANGER MUST BE USED, SEE DETAIL 6/S121 F.M.H. INDICATES WOOD BEAM SUPPORTED ON TOP OF WALL, SEE DETAIL 4/S121 INDICATE A BEAM CONNECTED TO A WOOD POST USING A POST CAP, AS SHOWN IN DETAIL 1/S121. ADDITIONAL CONNECTORS MAY APPLY, X x X (C.L.)INDICATES BEAM AT CEILING LEVEL, BOTTOM OF BEAM TO FLUSH WITH WALL STUD SCHEDULE EXTERIOR WALLLEVELS 2X6 @ 16" O.C.ALL INTERIOR WALL 2x4 OR 2x6 STUD WALL PER ARCH. PLANSIZE 2x6 BLKG. 2x @ 48" O.C. SPACING 16" O.C. MAX. SPAN 2X8 2x @ 48" O.C.16" O.C. SPAN UP TO 15'-0" SPAN UP TO 20'-0" 2X10 2x @ 48" O.C.16" O.C.SPAN UP TO 25'-6" CEILING SHEAR WALL SCHEDULE FRAMED FLOOR SILL PLATE ATTACHMENT @ 12" O.C. <CBC 2022, LABC 2023 - TABLE 2306.4.1> @ 10" O.C. @ 8" O.C. @ 6" O.C. A @ 6" O.C. @ 8" O.C. @ 10" O.C. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 5/8"Ø A.B. 3/4"Ø A.B. 3/4"Ø A.B. 6" LONG ALLOW. SHEAR (PLF) 340 510 665 870 1020 1330 1740@2/12 @3/12 @4/12 @6/12 @4/12 @3/12 @2/12 15 / 3 2 " A P A R A T E D S T R U C T U R A L - I NAILINGPLAN ** NOTE. ** 1.USE COMMON NAILS ONLY. 10d COMMON NAILS SHOULD BE WITH FULL HEADS. 2.3x FRAMING MEMBERS AT THE SILL PLATE AND ALL PANEL BOUNDARY MEMBERS. 3.MIN. 1/2" EDGE NAIL DISTANCE AT PANEL END AND EDGE. 4.NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. 5.SQUARE PLATE WASHERS SHALL BE USED PER B6/S123. 6.ALLOWABLE SHEAR VALUES ARE PERMITTED TO BE INCREASED 40 PERCENT FOR WIND DESIGN. (2306.4.1) 7.1/4"Ø & 3/8"Ø LAG SCREW SHALL BE INSTALLED WITH STAGGERED. 8.SPECIAL PERIODIC INSPECTION OF STRUCTURAL WOOD IS REQUIREDFOR 4" OR LESS LEGNTH OF NAILING. # OF 1 1 1 1 2 2 2 SIDES SYMBOL ON (@EDGE (USE 1/4'Ø @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. @ 12" O.C. @ 10" O.C. SILL PL. SIZE 2x 3x 3x 3x 3x 3x GRADE SIMPSON SDS PANEL ABUTTING FRAMING SIZE AT 2x 3x OR @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 24" O.C. @ 18" O.C. @ 12" O.C. @ 12" O.C. BOTH SIDES BOTH SIDES BOTH SIDES OR S H E A T H I N G G R A D E /FIELD) 10d 2-2x 3x OR 2-2x 3x OR 2-2x 3x OR2-2x 3x OR 2-2x 3x OR 2-2x3x6 OR 4x4 JOINTS @ 8" O.C. HEAVY-DUTY SCREW) 6" LONG @ 6" O.C. 6" LONG @ 6" O.C. 6" LONG @ 4" O.C. 8" LONG @ 3" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. 8" LONG @ 2" O.C. STAGG. TOP OF STEEL BEAM WITH NAILER (USE 5/8"Ø WELDED STUD) CONCRETE (USE ANCHOR BOLTS x 7" EMBED. PER 1B5&1B6/S123) 5/8"Ø A.B. @ 24" O.C. E F G B C D FOR COMPLETE TABLE, SEE 1C/S123 SHEAR WALL SCHEDULE & MIN. LENGTH END POST W/ HOLD-DOWN OR STRAP TIE SHEAR WALL SHEATHING TYP. DETAILS SEE SHEET S123 x x'-x" PER TYP. DETAIL SHEET S124HDUxxRxx INDICATES WOOD SHEATHED SHEAR WALL BELOW THIS LEVEL TIE DOWN SYSTEM AND ROD SIZE PER TYP. DETAIL SHEET S126 (WHEN APPLICABLE) OR MSTxx WOOD STRUCTURAL PANEL SHEAR CLIP (SIMPSON A35 OR LTP5) SEE PLAN. PLYWOOD SHEATHING SCHEDULE SHEATHINGLOCAITON 19/32"ROOF NAILING @BOUNDARY / EDGE / FIELD 10d COMMON NAILS @6/6/12 19/32"TYP. FLOOR 10d COMMON NAILS @2-1/2/4/12 SPAN RATING 32/16 40/20 BLOCK BLOCKED BLOCKED SEE S122 FOR TYPICAL DETAILS FOR DIAPHRAGM AND SHEATHING. DESCRIPTION SYMBOLS SYMBOL INDICATES 2x BLOCKING U.N.O. INDICATES WOOD POST W/ A MIN. SIZE OF: 4x DEPTH OF WALL, U.N.O. INDICATES WOOD POST ABOVE THIS LEVEL OF FRAMING P.A . INDICATES WOOD KING POST PER DETAIL 1C/S121 K.P . INDICATES WALLS BELOW THIS LEVEL OF FRAMING INDICATES WALLS ABOVE THIS LEVEL OF FRAMING INDICATES STRAP, SIZE SEE DETAIL 2/S122 D/x HARDY FRAME TYPE, SEE SCHEDULE HARDY FRAME ANCHORAGE TYP. DETAILS SEE SHEET HFX1-HFX3 SEE HFX1~HFX3 INDICATES HARDY FRAME BELOW THIS LEVEL HF1 HARDY FRAME SCHEDULE SIZE MARK HFX-24X9 1 1/8" STD. HF1 HFX-15X78 1 1/8" HS. HF2 19/32"HATCH 10d COMMON NAILS @2-1/2/4/1240/20 BLOCKED INDICATES CALIFORNIA ROOF, SEE DETAIL 9/S312 STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 TYP. EXT. WOOD WALL & FOOTING CONNECTION 1 FINISH GRADE ON GRADE CONC. SLAB W/ A.B. 2x OR 3x TREATED PL. PER SHEAR WALL SCHED. SHEAR WALL SEE PLAN WD. STUDS SEE PLAN WOOD SHEAR WALL W/O WOOD SHEAR WALL 2x TREATED PL. x7" EMB. @48"O.C. W/ 5/8" Ø A.B. 3" C L R . FINISH GRADE ON GRADE CONC. SLAB WD. STUDS SEE PLAN 24" 24" #4 DOWELS @16" O.C. 3" C L R . 24" #4 DOWELS @16" O.C. 8" M I N . SE E A R C H . SE E A R C H . REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN FDN. PLAN SEE FDN. PLAN SEE B.N. 1 3/4" MIN. 1 3/4" MIN. 24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24" FINISH GRADE ON GRADE CONC. SLAB W/ A.B. 2x OR 3x TREATED PL. PER SHEAR WALL SCHED. SHEAR WALL SEE PLAN WD. STUDS SEE PLAN WOOD SHEAR WALL W/O WOOD SHEAR WALL 3" C L R . FINISH GRADE ON GRADE CONC. SLAB WD. STUDS SEE PLAN 24" #4 DOWELS @16" O.C. 3" C L R . 24" #4 DOWELS @16" O.C. 8" M I N . SE E A R C H . 8" M I N . SE E A R C H . 1-#4 CONT. #4 @ 32"O.C. 1-#4 CONT. #4 @ 32"O.C. 6" 6" REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN FDN. PLAN SEE FDN. PLAN SEE 2x TREATED PL. x7" EMB. @48"O.C. W/ 5/8" Ø A.B. B.N. 18 " 18 " 24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24" 24" EQ. 2" EQ. W/O CURBA W/ CURBB 3TYP. INT. WOOD WALL & FOOTING CONNECTION 2TYP. INT. WOOD WALL & FOOTING CONNECTION 3" C L R . ON GRADE CONC. SLAB SHEAR WALL SEE PLAN W/ A.B. 2x OR 3x TREATED PL. PER SHEAR WALL SCHED. WD. STUDS SEE PLAN ON GRADE CONC. SLAB #4 DOWELS @16" O.C. 24" 2x TREATED PL. x9" EMB. @48"O.C. W/5/8"Ø A.B. FINISH GRADE 3" C L R . ON GRADE CONC. SLAB WD. STUDS SEE PLAN FINISH GRADE ALT. ALT.ON GRADE CONC. SLAB #4 DOWELS @16" O.C. 24" WOOD SHEAR WALL W/O WOOD SHEAR WALL B.N. 2x TREATED PL. x9" EMB. @48"O.C. W/5/8"Ø A.B. WD. STUDS SEE PLAN SHEAR WALL SEE PLAN ON GRADE CONC. SLAB ALT.FINISH GRADE WOOD SHEAR WALL W/O WOOD SHEAR WALL WD. STUDS SEE PLAN ON GRADE CONC. SLAB ALT.FINISH GRADE SE E A R C H . SE E A R C H . 3" C L R . 3" C L R . ON GRADE CONC. SLAB #4 DOWELS @16" O.C. 24" ON GRADE CONC. SLAB #4 DOWELS @16" O.C. 24" W/ A.B. 2x OR 3x TREATED PL. PER SHEAR WALL SCHED. REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN FDN. PLAN SEE FDN. PLAN SEE REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN 24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24" 24" 24" 24" B.N. 4 FINISH GRADE ON GRADE CONC. SLAB 3" C L R . 24" #4 DOWELS @16" O.C. 8" M I N . SE E A R C H . REINFORCEMENT PER PLAN FDN. PLAN SEE 1 3/4" MIN. TYP. SLAB EDGE AND FOOTING CONNECTION 24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24" DETAILS (FOUNDATION) S300 FINISH GRADE ON GRADE CONC. SLAB 3" C L R . 24" #4 DOWELS @16" O.C. 1-#4 CONT. #4 @ 24"O.C. REINFORCEMENT PER PLAN FDN. PLAN SEE 18 " 24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24" TYP. HARDY FRAME & FOOTING CONNECTION 5 8" CU R B W H E R E O C C U R S SE E A R C H . P L A N EM B . D E P T H SE E 2 B / S 3 2 0 WD. STUDS SEE PLAN 3" C L R . 24" #4 DOWELS @16" O.C. SE E A R C H . 1-#4 CONT. #4 @ 32"O.C. 5 1/2" REINFORCEMENT PER PLAN FDN. PLAN SEE 2x TREATED PL. x7" EMB. @48"O.C. W/ 5/8" Ø A.B. 18 " 24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24" EQ. 2" EQ. CURB PER ARCH. FINISH GRADE 2% SLOPE PER ARCH. WHEN OCCURS 2% SLOPE PER ARCH. WHEN OCCURS 6TYP. EXT. WOOD WALL & FOOTING CONNECTION 8TYP. INT. WOOD WALL & FOOTING CONNECTION 3" C L R . ON GRADE CONC. SLAB SHEAR WALL SEE PLAN WD. STUDS SEE PLAN ON GRADE CONC. SLAB #4 DOWELS @16" O.C. 24" FINISH GRADE 3" C L R . ON GRADE CONC. SLAB WD. STUDS SEE PLAN FINISH GRADE ALT. ALT.ON GRADE CONC. SLAB WOOD SHEAR WALL W/O WOOD SHEAR WALL B.N. REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24" SE E A R C H . 1-#4 CONT. #4 @ 32"O.C. 6" CURB PER ARCH. 18 " M I N . SE E A R C H . 1-#4 CONT. #4 @ 32"O.C. 6" CURB PER ARCH. #4 DOWELS @16" O.C. 24" 24" 18 " M I N . 3x6 #2 TREATED PL. SEE SHEAR WALL SCHED. W/5/8"Ø A.B.x9" EMB. 3x6 #2 TREATED PL. SEE SHEAR WALL SCHED. W/5/8"Ø A.B.x9" EMB. STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 DETAILS (WOOD) 1 SILL PLATE SEE SHEAR WALL SCHED. WD. STUDS SEE PLAN SEE PLAN SHEAR WALL WOOD BEAM E.N. E.N. INTERIOR SECTION AT FLOOR LEVEL WD. STUDS SEE PLAN SEE PLAN SHEAR WALL SEE SCHED. SIMPSON CLIP E.N. SIMPSON HANGER SEE HANGER SCHED SEE PLAN 2x F.J. 3ST'L. BEAM TO WD. POST CONNECTION STEEL BEAM SEE PLAN SEE PLAN WD. POST SIMPSON CB 1/4" 3/8" BOTH SIDE 3/8" STIFF. C . OF COLUMNL SEE PLAN WD. POST 1/4" PL 3"x10 1/2"1/4" 3/8" BOTH SIDE 3/8" STIFF. C . OF COLUMNL W/ 5/8" M.B. THRU 7" 3" 7" 3" 112" 3" 3" 3" 3" 112" 5/8" Ø THRU. BOLT @16" O.C. STAGG. SEE PLAN WD. BEAM 2WD. BEAM BONDING CONNECTION 5WD. WALL TO WD. BEAM CONNECTION SEE PLAN 2x F.J. SEE PLAN WD. STUDS SEE PLAN SHEAR WALL SEE SHEAR WALL SCHED. 3x SILL PLATE SIMPSON A35 @32"O.C. SEE PLAN WOOD BEAM 2x BLOCKING W/SIMPSON LSTA36 (24-10d NAILS) 2x STUDS @48" O.C. WOOD BEAM SEE PLAN REVERSED HANGER 6 SEE PLAN WD. STUDS B.N.2x F.J. SEE PLAN 3x SILL PLATE SEE SHEAR WALL SCHED. WD. BEAM SEE PLAN SEE PLAN WD. STUDS 3x SILL PLATE SEE SHEAR WALL SCHED. 2x F.J. SEE PLAN 2x BLOCKING @48"O.C.B.N. WD. BEAM SEE PLAN SEE PLAN SHEAR WALL SIMPSON HANGER SEE HANGER SCHED. 2/S111 SEE PLAN SHEAR WALL TYP. CRIP. WALL TO FLOOR CONNECTION SEE PLAN 2x F.J. (2)-2x BLOCKING OR 4x BLOCKING @32"O.C. SIMPSON A35SEE PLAN WD. STUDS W/2-16d @16"O.C. 2x SILL PLATE 2x F.J. SEE PLAN WD. BEAM SEE PLAN W/2-16d @16"O.C. 2x SILL PLATE 7FLOOR CONNECTION WD. STUDS SEE PLAN W/(2)-16d @16"O.C. 2x #2 LEDGER B.N. SIMPSON HANGER 2x BLKG SIMPSON LTS12 @48" O.C. 8FLOOR CONNECTION SEE PLAN 2x F.J. (2)-2x BLOCKING OR 4x BLOCKING @32"O.C. SIMPSON A35SEE PLAN WD. STUDS W/2-16d @16"O.C. 2x SILL PLATE 2x F.J. SEE PLAN WD. BEAM SEE PLAN W/2-16d @16"O.C. 2x SILL PLATE SIMPSON CC 3-WD. POST SEE PLAN STEEL BEAM SEE PLAN 1/4" PL 3"x10 1/2" 1/4" 3/8" BOTH SIDE3/8" STIFF. W/ 5/8" M.B. THRU 3" 3" 3" 112" 2x BLOCKING W/2-16d @16" O.C. 2x F.J. SEE PLAN 2x F.J. SEE PLAN STEEL BEAMSEE PLAN SIMPSON HANGER SEE SCHED. @24"O.C. STAGGER. W/1/2"Ø M.B WD. FILLER SEE PLAN WD. STUDS W/ WELDED STUD 3x FULL NAILER PER SHEAR WALL SCHED. SEE PLAN SHEAR WALL B.N. SEE PLAN SHEAR WALL E.N. 3" SIMPSON A35 SEE SCHED. SIMPSON A35 @6" O.C. @ BOTH SIDES 9WD. WALL TO WD. BEAM CONNECTION 10WD. WALL TO WD. BEAM CONNECTION SIMPSON A35 @6" O.C. @ BOTH SIDES 2x BLKG. 5/8" Ø THRU. BOLT @16" O.C. STAGG. 4 SEE PLAN WOOD BEAM SEE PLAN WOOD BEAM WOOD BEAM TO BEAM CONNECTION SIMPSON A35 @ BOTH SIDES SIMPSON HTS16 @ ALL 4 SIDES EXT. WD. WALL SECTION SEE PLAN WD. STUDS 2x BLOCKING B.N. 2x F.J. E.N. SIMPSON A35 SEE PLAN WOOD BEAM SEE PLAN SEE SHEAR WALL SCHED. 3x SILL PLATE SEE PLAN SHEAR WALL 11 12WD. WALL TO WD. BEAM CONNECTION SEE PLAN 2x F.J. SEE PLAN WD. STUDS SEE PLAN SHEAR WALL SEE SHEAR WALL SCHED. 3x SILL PLATE SEE PLAN WOOD BEAM 3x BLOCKING W/SIMPSON LSTA36 (24-10d NAILS) 2x STUDS @48" O.C. REVERSED HANGER WOOD BEAM SEE PLAN REVERSED HANGER HARDY FRAME CONNECTION SEE DETAIL 3&4/S321 14 3x4 #2 SILL PLATE SEE SHEAR WALL SCHED. 16" TYP. "A" 1" G A P SEE PLAN & SCHEDULE HOLDOWN ANCHOR SIMPSON HDU - WD. POST SEE SCHED.SEE PLAN WD. STUDS SEE PLAN WD. STUDS SEE SHEAR WALL SCHED. SHEAR WALL SEE PLAN SHEAR WALL SEE PLAN @48" O.C. 2x BLOCKING SEE PLAN WD. STUDS 3x4 #2 SILL PLATE 2x F.J. SEE PLAN 2x F.J. SEE PLAN 2x BLOCKING E.N. B.N. SEE SCHED. SIMPSON A35 @32"O.C. SIMPSON A35 2x SILL PLATE W/(2)-16d @16"O.C. 1" GAP WOOD STUDS SEE PLANSEE PLAN WD. STUDS SEE PLAN WD. STUDS SHEAR WALL SEE PLAN 2x BLOCKING @32"O.C. SIMPSON A35 E.N. SEE SCHED. SIMPSON A35 1" GAP 2x R.R. SEE PLAN SEE PLAN WD. STUDS SEE PLAN WD. STUDS TYP. WALL PLAN TYP. "A" ROOF SECTION TYP. "A" FLOOR SECTION TYPICAL SOUND ISOLATION WALL DETAILS 13 @6" O.C. SIMPSON A35 TYP. CRIP. WALL TO FLOOR CONNECTION LOWER WOOD BEAM SEE PLAN SIMPSON COLUMN CAP SEE PLAN SEE PLAN WD. POST 15 SIMPSON A35 @ BOTH SIDES SIMPSON HTS16 @ ALL 4 SIDES STEEL BEAM SEE PLAN 1/4" PL 3"x10 1/2" 1/4" 3/8" BOTH SIDE 3/8" STIFF. W/ 5/8" M.B. THRU 3" 112" 3" 16WD. WALL TO WD. BEAM CONNECTION HOLD DOWN SEE PLAN SHEAR WALL SHEATHING 5/8" Ø THRU. BOLT @16" O.C. STAGG.WD. POST SEE PLAN STEEL BEAM SEE PLAN 18ST'L. BEAM TO F.J. CONNECTION ST'L BEAM 2x F.J. SEE PLAN SEE PLAN SIMPSON "HUS" HANGER 2x BLOCKING W/2-16d @16" O.C. 2x F.J. SEE PLAN ST'L BEAM 2x F.J. SEE PLAN SEE PLAN @24" O.C. STAGGER. W/1/2"Ø M.B WD. FILLER 2x BLOCKING W/2-16d @16" O.C. 2x BLOCKING@48"O.C. 2x BLOCKING @48"O.C. 2x BLOCKING @48"O.C. @24" O.C. STAGGER. W/1/2"Ø M.B WD. FILLER B.N. B.N.B.N. B.N. 17TYP. ST'L BEAM TO WD. BEAM CONNECTION 2x BLOCKING W/2-16d @16" O.C. STEEL BEAM SEE PLAN @24" O.C. STAGGER. W/1/2"Ø M.B WD. FILLER 2x BLOCKING W/2-16d @16" O.C. WOOD BEAM SEE PLAN WOOD BEAM SEE PLAN STEEL BEAM SEE PLANHANGER @24" O.C. STAGGER. W/1/2"Ø M.B WD. FILLER SEE PLAN WOOD BEAM HANGER SIMPSON ST6236 SIMPSON ST6236 1 1/2" L.W. CONC. 1 1/2" L.W. CONC.@48" O.C. @48" O.C. SIMPSON F.M.H. SIMPSON F.M.H. DETAILS (WOOD) S310 B.N. @6" O.C. B.N. 1/4" Ø SIMPSON SDS (AMOUNT OF SCREWS SEE TBL. A/S321) PRE-WELDED STRAPS BY MANUFACTURE SEE DETAIL 4/S321 TYP. INT. WOOD WALL & FOOTING CONNECTION 3" C L R . ON GRADE CONC. SLAB SHEAR WALL SEE PLAN W/ A.B. 2x OR 3x TREATED PL. PER SHEAR WALL SCHED. WD. STUDS SEE PLAN ON GRADE CONC. SLAB #4 DOWELS @16" O.C. 24" 2x TREATED PL. x9" EMB. @48"O.C. W/5/8"Ø A.B. FINISH GRADE 3" C L R . ON GRADE CONC. SLAB WD. STUDS SEE PLAN FINISH GRADE ALT. ALT.ON GRADE CONC. SLAB WOOD SHEAR WALL W/O WOOD SHEAR WALL B.N. REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24 " M I N . IN T O R E C O M M E N D E D BE A R I N G M A T E R I A L 24" SE E A R C H . 1-#4 CONT. #4 @ 32"O.C. 6" CURB PER ARCH. 18 " M I N . SE E A R C H . 1-#4 CONT. #4 @ 32"O.C. 6" CURB PER ARCH. #4 DOWELS @16" O.C. 24" 24" 18 " M I N . WD. POST SEE PLAN SEE PLAN PER ARCH. W/ 10d NAILS @ 16"O.C. 1BRACE DETAIL 2x4 V-GROOVE 4x6 T&G SHTG 4x4 S4S RDWD. BRACE 1/4" Ø LAG SCREW x9" LONG B.N. W/1/4" Ø LAG SCREW x12" LONG @EACH R.R. B.N. S4S RDWD. BEAM 2x BLOCKINGS HDR 4x4 S4S RDWD. BEAM 1/4" Ø LAG SCREW x9" LONG 1/4" Ø LAG SCREW x9" LONG 4x S4S RDWD. R.R. SEE PLAN 4x4 S4S RDWD. VERTICAL FASCIA (4)-16d NAILS10d TOE NAILS @16" O.C. W/ 10d NAILS @ 16"O.C. 1/4" Ø LAG SCREW x12" LONG RDWD FASCIA BOARD B.N. SIMPSON A35 SEE SCHED. SIMPSON H2.5A @48" O.C. SIMPSON A35 @ BOTH SIDES E.N. SIMPSON A35 SEE SCHED. SIMPSON A35 @ BOTH SIDES 2x F.J. SEE PLAN SEE PLAN SHEAR WALL WD. STUDS SEE PLAN SILL PLATE SEE SHEAR WALL SCHED. 2x BLOCKING @48"O.C. STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 SEE SCHED. SIMPSON CLIP WD. STUDS SEE PLAN SEE PLAN SHEAR WALL 4x RIM JOIST E.N.E.N. E.N.E.N. E.N. E.N. SILL PLATE SEE SHEAR WALL SCHED. 2x12@16" O.C. F.J. (2)-2x BLOCKING E.N. OR 4x BLOCKING W/(2)-16d @16"O.C. 2x SILL PLATE 2ST'L. BEAM TO WD. POST CONNECTION 3 B.N. @32"O.C. SIMPSON A35 SIMPSON SLOPED HANGER 2x SILL PLATE W/(2)-16d @16"O.C. WD. STUDS SEE PLAN W/(2)-16d @16"O.C. 2x SILL PLATE SEE SHCED. SIMPSON A35 WD. STUDS SEE PLAN WOOD BEAM SEE PLAN SIMPSON HANGER 2x F.J. SEE PLAN FLOOR & ROOF SECTION SEE PLAN SHEAR WALL SIMPSON LTS12 @48" O.C. W/(2)-16d @16"O.C. 2x #2 LEDGER 2x6 #2 R.R. @16"O.C. SIMPSON A35 SEE SCHED. B.N. 2X6@16"O.C. E.N. SEE PLAN SHEAR WALL WD. STUDS SEE PLAN 2x F.J. OR BLKG. WOOD BEAM SEE PLAN WD. STUDS SEE PLAN SHEAR WALL SEE SHEAR WALL SCHED. 3x SILL PLATE SEE PLAN 4EXT. WD. WALL SECTION WD. STUDS SEE PLAN SEE SHCED. SIMPSON A35 SEE SHEAR WALL SCHED. 3x SILL PLATE W/(2)-16d @16"O.C. 2x #2 LEDGER SEE PLAN SIMPSON HANGER SIMPSON HANGER 5 B.N. @32"O.C. SIMPSON A35 SIMPSON SLOPED HANGER 2x SILL PLATE W/(2)-16d @16"O.C. WD. STUDS SEE PLAN W/(2)-16d @16"O.C. 2x SILL PLATE SEE SHCED. SIMPSON A35 WD. STUDS SEE PLAN 2x F.J. SEE PLAN WOOD BEAM SEE PLAN SIMPSON HANGER 2x F.J. SEE PLAN FLOOR & ROOF SECTION SEE PLAN SHEAR WALL SIMPSON LTS12 @48" O.C. W/(2)-16d @16"O.C. 2x #2 LEDGER 2x6 #2 R.R. @16"O.C. 2ND FLOOR ELEV. WOOD BEAM SEE PLAN DETAILS (WOOD) S311 B.N. SIMPSON H2.5A @48" O.C. SIMPSON H2.5A @48" O.C. B.N. SIMPSON H2.5A @48" O.C. 6 SEE PLAN SHEAR WALL 2x F.J. SEE PLAN SILL PLATE SEE SHEAR WALL SCHED. SIMPSON A35 SEE SCHED.WD. STUDS SEE PLAN 2x RIM JOIST WD. STUDS SEE PLAN E.N. E.N. 1/ 4 " E.N. E.N. EXTERIOR SECTION AT FLOOR LEVEL SEE PLAN SHEAR WALL 2x F.J. SEE PLAN SILL PLATE SEE SHEAR WALL SCHED. SIMPSON A35 SEE SCHED.WD. STUDS SEE PLAN 2x BLOCKING WD. STUDS SEE PLAN E.N. E.N. 1/ 4 " E.N. E.N. 2x BLOCKING @48" O.C. STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 SIMPSON STRAP ST-18 @48" O.C. SEE PLAN 2x R.R. RIDGE BEAM SEE PLAN SEE PLAN 2x R.R. SIMPSON HANGER SEE HANGER SCHEDULE DBL. TOP PLATE TO HIP BEAM CONNECTION RIDGE BEAM TO R.R. CONNECTION HIP BEAM SEE PLAN DBL. TOP PLATE OR WD. BEAM SIMPSON "H" SEISMIC & HURRICANE TIES B.N. 2x R.R. SEE PLAN 2x BLOCKING @48"O.C. SEE PLAN SHEAR WALL E.N. -TYP. SIMPSON A35 SEE SCHED. WD. STUDS SEE PLAN ROOF SECTION PERPENDICULAR PARALLEL ROOF SECTION 1 ROOF SECTION 2 PERPENDICULAR PARALLEL 8 "A" (SAME WIDTH OF BEAM) MULTI-STUDS OR WD. POST SIMPSON "HCP4Z" DBL. TOP PLATE SEE PLAN HIP BEAM SEE PLAN HIP BEAM (SAME WIDTH OF BEAM) MULTI-STUDS OR WD. POST DBL. TOP PLATE SIMPSON A35 @BOTH SIDE [PLAN VIEW 1] SIMPSON "HCP4Z" HIP BEAM TO TOP PLATE CONNECTION 7 5 3 4 ROOF SECTION SIMPSON A35 B.N. 2x BLOCKING @48"O.C. 2x BLOCKING @48"O.C. 2x R.R. SEE PLAN WD. STUDS SEE PLAN OR HDR. WOOD BEAM SEE PLAN SHEAR WALL A SEE SHEAR WALL SCHED. 2 OR 3x SILL PLATE SEE SHCED. SEE PLAN 6 HIP BEAM SEE PLAN ROOF BEAM SEE PLAN A SIMPSON A35 @BOTH SIDE 4-3/4"Ø M.B. RIDGE BEAM TO HIP BEAM CONNECTION 4" MIN. 3" MIN. HIP BEAM SEE PLAN WD. BEAM SEE PLAN SIMPSON A35 @BOTH SIDE 4-3/4"Ø M.B. 3 1 / 2 " 3" M I N . 3" M I N . 3" MIN.4" MIN. 12" MAX. 12" MAX. B.N.B.N.B.N. SEE PLAN WD. STUDS 2x R.R. SEE PLAN (4)-16d TOE NAILS SIMPSON A35 SEE SCHED. SEE PLAN SHEAR WALL B.N. 2x C.J. SEE PLAN B.N. SEE PLAN WD. STUDS 2x R.R. SEE PLAN (4)-16d TOE NAILS SIMPSON A35 SEE SCHED. SEE PLAN SHEAR WALL B.N. 2x C.J. SEE PLAN B.N. SEE PLAN WD. STUDS 2x R.R. SEE PLAN (4)-16d TOE NAILS SIMPSON A35 @32"O.C. 2x C.J. SEE PLAN B.N. 2x R.R. SEE PLAN (4)-16d TOE NAILS SIMPSON A35 @32"O.C. W/2-16d @16"O.C. 2x SILL PLATE OR HDR. WD. BEAM SEE PLAN SEE PLAN WD. STUDS W/2-16d @16"O.C. 2x SILL PLATE OR HDR. WD. BEAM SEE PLAN 2x C.J. SEE PLAN 2x BLOCKING @32" O.C. SIMPSON H2.5A @48" O.C. SIMPSON H2.5A @48" O.C. SIMPSON H2.5A @48" O.C. SIMPSON H2.5A @48" O.C. 2x BLOCKING @32" O.C. (E ) O R ( N ) 2 x R . R . 2x CALI. R.R. A SECTION "A" 2x RIDGE BOARD 2x CALI. R.R. SIMPSON A35 2x SLEEPER ROOF SHEATHING (E)OR(N)2x R.R. SEE PLAN ROOF SHEATHING (E)OR(N)2x R.R. SEE PLAN 2x SLEEPER 9TYP. CALIFORNIA ROOF DETAIL B C CALIFORNIA ROOF AREA 2x SLEEPER ROOF MSTA36 SIMPSON STRAP ROOF SHEATHING 2x R.R. SEE PLAN 2-2x BLOCKING B.N. W/10d @6"O.C. B.N. SHEATHING SECTION "B" 2x R.R. SEE PLANCALIFORNIA ROOF AREA 2x BLOCKING SIMPSON A35 2x R.R. SEE PLAN SEE PLAN SHEAR WALL B 2 OR 3x SILL PLATE SEE SHEAR WALL SCHED. SEE SCHED. SIMPSON A35 2x C.J. SEE PLAN @48"O.C. 4-16d SEE SCHED. SEE PLAN SHEAR WALL SEE PLAN WD. STUDS 2x C.J. SEE PLAN 2x BLOCKING @32"O.C. W/2-16d @16"O.C. 2x8 #2 LEDGER SECTION "C" PLAN VIEW 10 RIDGE BEAM SEE PLAN SIMPSON CCQ SIMPSON A35 2-3/4"Ø M.B. RIDGE BEAM SEE PLAN SIMPSON CCQ 2-3/4"Ø M.B. HIP BEAM SEE PLAN A HIP BEAM SEE PLAN PLAN "A" VIEW @BOTH SIDE SIMPSON A35 @BOTH SIDE WOOD POST SEE PLAN RIDGE BEAM TO HIP BEAM CONNECTION 4" MIN. 3 1 / 2 " 3" M I N . 3" M I N . DETAILS (WOOD) S312 12TYP. INT. SHEAR WALL SECTION(TOP LEVEL) PERPENDICULAR SIMPSON A35 SEE SCHED. B.N. 2x R.R. SEE PLAN E.N. SEE PLAN SHEAR WALL SEE PLAN SHEAR WALL WD. STUDS SEE PLAN B.N.2x R.R. "DBL" JOISTS (4)-8d NAILS @48"O.C. UNDER THE WALL E.N. 2x BLOCKING SEE PLAN PARALLEL 2x C.J. SEE PLAN 2x C.J. SEE PLAN 2x C.J. SEE PLAN2x C.J. SEE PLAN WD. STUDS SEE PLAN 4"4" (3)-16d SIMPSON A35 SEE SCHED. E.N. SILL PLATE SEE SHEAR WALL SCHED. 2x BLOCKING @16" O.C. SIMPSON A35 SEE SCHED. SIMPSON A35 SEE SCHED. E.N. (3)-16d SEE PLAN SHEAR WALL SEE PLAN SHEAR WALL CEILING LINE SIMPSON MST-60 STRAP U.N.O. 2x C.J. OR BLKG. SEE PLAN B.N. TYP. TYP. SIMPSON MST-60 STRAP U.N.O. TYP. B ELEVATION VIEWA SECTION VIEWB SIMPSON A35 SEE SCHED. E.N. TYP. SILL PLATE SEE SHEAR WALL SCHED. * FOR COMPLETE SHEAR WALL REQUIREMENTS, SEE DETAIL 1/S123. SEE PLAN HIP BEAM DBL. TOP PLATE 2-3/4"Ø M.B. 2" M I N . 2 1 / 2 " M I N . 2-3/4"Ø M.B. [PLAN VIEW 2] CEILING BEAM SEE PLAN HIP BEAM TO TOP PLATE CONNECTIONHIP BEAM TO CEILING BEAM CONNECTION SLOPED BEAM TO BEAM CONNECTION 2x R.R. SEE PLAN SEE PLAN WD. BEAM SIMPSON HANGER 2x R.R. SEE PLAN B.N. SIMPSON HANGER 13 B.N. 14 B.N. SIMPSON SLOPED HANGER WD. STUDS SEE PLAN W/(2)-16d @16"O.C. 2x SILL PLATE SEE SHCED. SIMPSON A35 WD. STUDS SEE PLAN 2x C.J. SEE PLAN WOOD BEAM SEE PLAN FLOOR & ROOF SECTION SEE PLAN SHEAR WALL SIMPSON LTS12 @48" O.C. W/(2)-16d @16"O.C. 2x #2 LEDGER MIN. 2x6 @16"O.C. 2x BLOCKING @48" O.C. 2x BLOCKING @32" O.C. B.N. B.N. (4)-16d SIMPSON H2.5A @48" O.C. B.N. 2x R.R. SEE PLAN 2x BLOCKING @48"O.C. E.N. -TYP. SIMPSON A35 SEE SCHED. WD. STUDS SEE PLAN 12" MAX. SEE PLAN CEILING LEVEL STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 DETAILS (TRASH ENCLOSURE) S313 6'- 0 " M A X . 1-#5 CONT. 24 " M I N . METAL DECK PLB FORMLOK 18GA. #8 SCREW @24" O.C. -TYP. SEE PLAN HSS4x4x1/4 SEE PLAN HSS6x4x1/4 "A"SECTION-1 C . OF COLUMNL SEE PLAN HSS6x4x1/4 6'- 0 " M A X . SE E A R C H . SEE PLAN HSS6x4x1/4 C . OF COLUMNL SEE PLAN HSS6x4x1/4 1/4" 1/4" 1/4" "C"SECTION-3 6'- 0 " M A X . 1-#5 CONT. 24 " M I N . METAL DECK PLB FORMLOK 18GA. 1/4"SEE PLAN HSS4x4x1/4 SEE PLAN HSS6x4x1/4 SEE PLAN HSS6x4x1/4 #8 SCREW @24" O.C. -TYP. 1/4" TRASH ENCLOSURE FOUNDATION PLAN1A 4. ALL REINFORCING STEEL STRENGTH fy = 60ksi(GRADE 60) 3. ALL CONCRETE STRENGTH IS fc=2500 psi. (28 DAYS), 2. ALLOWABLE SOILS BEARING PRESSURE IS 2000 psf. 1. SEE SHEET S100 FOR MATERIAL SPECIFICATION & FOUNDATION NOTES. 5. : INDICATES 8" CONCRETE MASONRY WALL. W/#5 @16"O.C. E.W. W/SOLID GROUTING W/4-#6 JAM-BAR @BOTH END U.N.O. W/CONT. INSP. TRASH ENCLOSURE ROOF FRAMING PLAN2A 1. SEE SHEET S100 FOR MATERIAL SPECIFICATIONS AND ROOF FRAMING NOTES. REPORT ANY DISCREPANCY ON DIMENSIONS TO THE PROJECT ENGINEER OR ARCHITECT IN CHARGE BEFORE THE START OF CONSTRUCTION. 2. VERIFY ALL DIMENSIONS SHOWN WITH ARCHITECTURAL DRAWINGS. 3. ALL STEEL BEAMS SHOULD HAVE 3/4"Ø STUD BOLTS @24"O.C. C . OF COLUMNL TRASH ENCLOSURE FOUNDATION & ROOF PLAN & SECTION 1 METAL DECK PLB FORMLOK 18GA. #8 SCREW @24" O.C. -TYP. HS S 6 x 4 x 1 / 4 (L O W ) METAL DECK PLB FORMLOK 18GA. HS S 6 x 4 x 1 / 4 (L O W ) HSS6x4x1/4 (LOW) HSS6x4x1/4 (LOW) "B" "C" "A" "A" HS S 4 x 4 x 1 / 4 HSS 4 x 4 x 1 / 4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 "B" "C" "A" "A" 2ST'L. COL. TO CONC. CONNECTION 4x4x1/4" WASHER 1/4"OR FOOTING CONC. DECK 2.5" W/(2)-3/4"A.B. x9" EMBED. 5/8" B.PL. 2"1"2" 2 1 / 2 " 3" 2" 1" 2" 2 1/2"3" 1/4" 1/4" 2"2" 2 1 / 2 " SEE PLAN STEEL COLUMN SEE PLAN STEEL COLUMN SEE PLAN STEEL COLUMN SEE PLAN 9" M I N . 2 1 / 2 " 2"2" 2/S 3 1 3 1'-0"1'-0" 1'- 0 " 1'- 0 " 1'-0" 4" CONC. SLAB ON GRADE W/#4 @16" O.C. EA.WAY PLACED AT CENTER OF SLAB. VAPOR BARRIER AND UNDERLAYMENT PER APPROVED SOILS REPORT "B"SECTION-2 2'-6" 12" MIN. 18 " M I N . 3" C L R . EQ. #5 @16"O.C. #5 @16"O.C. 8" CONC. BLOCK WALL W/SOLID GROUTING EQ. 24 " L A P . SE E A R C H . FINISH GRADE MATCH VERT. REINF. DOWELS TO #5 @16" O.C. #4 DOWELS @16" O.C. 16" 24" SEE PLAN 4" CONC. SLAB ON GRADE 2'-6" 12" MIN. 18 " M I N . 3" C L R . EQ. #5 @16"O.C. #5 @16"O.C. 8" CONC. BLOCK WALL W/SOLID GROUTING EQ. 24 " L A P . SE E A R C H . FINISH GRADE MATCH VERT. REINF. DOWELS TO #5 @16" O.C. #4 DOWELS @16" O.C. 16" 24" SEE PLAN 4" CONC. SLAB ON GRADE 2'-6" 12" MIN. 18 " M I N . 3" C L R . FINISH GRADE #5 @16" O.C. #4 DOWELS @16" O.C. 16" 24" SEE PLAN 4" CONC. SLAB ON GRADE (IAPMO ER-2018)(IAPMO ER-2018)(IAPMO ER-2018) (IAPMO ER-2018) SLOPE PER ARCH STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 HFX-24x HFX-21x HFX-18x HFX-15x HFX-12x HFX-9x 1-1/8-STD-BB-RA 1-1/8-STD-BB-RA 1-1/8-HS-BB-RA 1-1/8-STD-BB-RA 1-1/8-HS-BB-RA 1-1/8-STD-BB-RA 1-1/8-HS-BB-RA 1-1/8-STD-BB-RA 1-1/8-HS-BB-RA 1-1/8-STD-BB-RA 1-1/8-HS-BB-RA Rod Dia Rod Grade StirrupsAnchorage Panel Width 1 2,3 BB-RA le Shear Ties Model 4 5 6 79 (in) (in)a1 C a2C 12 9 15 18 21 24 1-1/8 STD HS STD HS STD HS STD HS STD HS STD 23 15 8 - # 4 14 - # 4 13 - # 4 18 - # 4 19-3/4 20-5/8 11 # 4 (min) @ 4" OC 16 - # 4 # 3 (min) 3-3/4" OC # 3 (min) @ 4" OC @ 15 - # 4 HFX-24x HFX-21x HFX-18x HFX-15x HFX-12x HFX-9x 1-1/8-STD-RA 1-1/8-STD-RA 1-1/8-HS-RA 1-1/8-STD-RA 1-1/8-HS-RA 1-1/8-STD-RA 1-1/8-HS-RA 1-1/8-STD-RA 1-1/8-HS-RA 1-1/8-STD-RA 1-1/8-HS-RA Rod Dia Rod Grade StirrupsAnchorage Panel Width 1 2,3 RA le Shear Ties Model 4 5 6 79 (in) (in)a1 C a2C 12 9 15 18 21 24 1-1/8 STD HS STD HS STD HS STD HS STD HS STD 8 - # 4 10 - # 4 19-3/4 20-5/8 # 4 (min) @ 4" OC # 3 (min) 3-3/4" OC # 3 (min) @ 4" OC @ 15 11 9 - # 4 11 - # 4 12 - # 4 1-1/8-STD-13-19 1-1/8-HS-20-30 1-1/8-STD-14-20 1-1/8-HS-20-30 Rod Dia Rod Grade AnchoragePanel1 2,3 UA Model 4 5 6a1 C a2C 78" - 10' 78" - 13' 14' - 20' 78" - 13' 14' - 20' 1-1/8 HS STD HS STD HS STD 20 HFX-12x 13 20 14HFX-15x, 18x HFX-15x, 18x Balloon HFX-21x, 24x HFX-21x, 24x Balloon 1-1/8-STD-14-20 1-1/8-HS-23-34 1-1/8-HS-20-30 HFX-9x 14 23 20 Height 30 19 30 20 20 34 30 AN C H O R A G E D E T A I L S - H F X P A N E L S TH I S D E T A I L S H E E T I S N O T P R O P R I E T A R Y A N D I S N O T R E Q U I R E D FO R P L A N S U B M I T T A L W I T H HA R D Y F R A M E P R O D U C T S ® 1.DESIGNS ARE TO RESIST LOADING PER ACI 318-19, SEC 17.10.5.3. 2.STD INDICATES ANCHORS COMPLYING WITH ASTM F1554 GRADE 36 WITH A HARDY FRAME BOLT BRACE (HFXBB) INSTALLED WITH STD OR GRADE 8 DOUBLE NUTS ON THE EMBED END. 3.HS INDICATES ANCHORS COMPLYING WITH ASTM A193 GRADE B7 WITH A 1/2"x3"x3"(MIN) HFPW PLATE WASHER INSTALLED WITH DOUBLE NUTS ON THE EMBED END (HFXBB NOT REQUIRED). 4.LE = LENGTH OF EMBEDMENT FROM THE TOP OF FOOTING OR GRADE BEAM TO THE TOP OF THE HFXBB BOLT BRACE (TOP OF THE EMBEDDED HFPW PLATE WASHER @ HS ANCHORS) 5.CA1 = DISTANCE FROM HD CENTERLINE TO THE END OF THE FOOTING OR GRADE BEAM. 6.CA2 = DISTANCE FROM HD CENTERLINE TO BOTH THE FRONT AND THE BACK FACE OF THE FOOTING OR GRADE BEAM. 7.SHEAR TIES ARE GRADE 60 (MIN) REBAR AND REQUIRED FOR NEAR EDGE DISTANCE CONDITIONS PER ACI 318-19, F'C = 2,500 PSI. CURBS AND STEM WALLS MUST BE 6 INCH (MIN) WIDTH FOR UA AND RA, 12 INCH (MIN) WIDTH FOR BB-RA. 8.FOR UA APPLICATIONS, ADDITIONAL TIES MAY BE REQUIRED AT STEM WALLS. SHEAR TIES ARE NOT REQUIRED FOR INSTALLATION AWAY FROM EDGE (SEE DETAIL 1A), INSTALLATION ON WOOD FRAMING, OR FOR IRC BRACED WALL PANEL APPLICATIONS. 9.STIRRUPS ARE GRADE 60 (MIN) REBAR. SEE TABLE FOR SIZE AND SPACING. SEE “STIRRUP LAYOUT” DIAGRAMS AND “KEY” FOR LAYOUT PATTERNS. 10.CONCRETE EDGE DISTANCES MUST COMPLY WITH ACI 318-19, SECTION 17.9.2. COATED REINFORCEMENT MAY BE SPECIFIED BY THE EOR TO LIMIT EXPOSURE AND THEREFORE REDUCE MINIMUM CONCRETE COVER. COATED REINFORCEMENT MUST COMPLY WITH ACI 318-19, SECTION 20.5.2. BACK TO BACK REINFORCED ANCHORAGE NOMENCLATURE 1-1/8 - STD - BB - RA ROD GRADE "BACK TO BACK" INSTALLATION REINFORCED ANCHORAGE ROD DIAMETER REINFORCED ANCHORAGE NOMENCLATURE 1-1/8 - STD - RA ROD GRADE REINFORCED ANCHORAGE ROD DIAMETER UNREINFORCED ANCHORAGE NOMENCLATURE 1-1/8 - STD - 14 - 20 ROD GRADE EMBEDMENT DEPTH ( ) END & EDGE DISTANCE ( & ) ROD DIAMETER a1 le C a2 le & C 2-3/4" FOR PANEL ON CONCRETE A 18-3/4" 15-3/4" 12-3/4" 9-3/4" 8-1/2" 5-1/2"1-3/4" 2-5/8" 9" 12" 15" 18" 21" 24" HFX-9x HFX-12x HFX-15x HFX-18x HFX-21x HFX-24x A HFX-18x HFX-9x HFX-21x A ABB A ABB A ABB7 EQ SPA HFX-24x 5 EQ SPA 4 EQ SPA HFX-18x HFX-9x HFX-12x HFX-15x HFX-21x HFX-24x 3 EQSPA 4 EQ SPA A B B A A A A ABBBB A A A A A A ABBBBBBA 2 EQSPAKEY 3 EQ SPA 4" Min. 2'-6"Ca1 Ca2 26" Min Ca2 Ca2 22" Min Ca2 Ca2 Ca2 Ca1 Ca1 Ca1Min. 2'-6" 7 3 4" 1" RADIUS 135° BEND 16" 9" Min 11" Max LENGTH (1A/HFX1) RADIUS: # 3 = 3 4" Min # 4 = 1" Min 2 12" (Min) Over-Lap LENGTH RADIUS: # 3 = 3 4" Min # 4 = 1" Min 2 12" (Min) Over-Lap B A B HFX-9x HFX-12x HFX-15x HFX-18x HFX-21x HFX-24x 7-1/2" 10-1/2" 12" 15" 18" 21" Length NOT REQUIRED WHENSHEAR TIES 79.5" - 8' TOP OF CONCRETE A = 2-1/2" o.c. B = 1-1/4" ea Side of HD KEY A = 3" o.c. B = 1-1/2" ea Side of HD A.#4 (Min) Longitudinal Rebar Top and Bottom by EOR B.le - 3" C.le per Table D.le + 7" E.CL = 10" Min, 12" Max F.2'-2" (Min) G.±1" From Top of Concrete to CL of Shear Tie H.1" CL @ Upper Two Ties I.Shear Ties per Table J.2'-6" (Min) UNO by EOR K.Stirrups per Table L.Ca1 per Table 4" A B C F E A B C D F E D CURB @ OUTSIDE CORNER CONTINUOUS FOOTING CURB (12" MIN WIDTH) EXTERIOR SLAB INTERIOR SLAB CURB @ OUTSIDE CORNER CONTINUOUS FOOTING CURB (6" MIN) WIDTH EXTERIOR SLAB INTERIOR SLAB STEM WALL @ OUTSIDE CORNER CURB @ OUTSIDE CORNER CURB (6" MIN) WIDTH EXTERIOR SLAB INTERIOR SLAB B C D H G K I A L B C D G K I A L B C D D E C A.#4 (Min) Longitudinal Rebar Top and Bottom by EOR B.12" Min C.15" Min D.22" Min E.CL = 6" Min, 8" Max F.1'-10" (Min) G.±1" From Top of Concrete to CL of Shear Tie H.1" CL @ Upper Two Ties I.Shear Ties per Table J.2'-6" Min UNO by EOR K.Stirrups per Table L.Ca1 per Table A.Shear Ties per UA Table B.10" Max or per Plans C.le per Table D.Ca2 per Table E.±1" from Top of Concrete to CL of Shear Tie F.1" CL @ Upper Two Ties G.Shear Ties per RA Table when Top of Concrete is ≥8" above Top of Slab H.12" Min I.Ca1 per Table J J HF B7 A 1.ANCHORAGE IS DESIGNED FOR TENSION AND SHEAR TRANSFER ONLY, FOUNDATION DESIGN PER EOR. 2.REINFORCEMENT SHOWN IS THE MINIMUM REQUIREMENT AND IS NOT INTENDED TO REPLACE REINFORCEMENT DESIGNED BY THE EOR. 3.FOR RA AND BB-RA INSTALLATIONS, THE HFXBB BOLT BRACE MAY BE PLACED ON TOP OF THE STIRRUPS WITH DOUBLE-NUTS INSTALLED AT EMBED END OF STANDARD GRADE ANCHOR RODS. (NOTE: 12" x 3" x 3" MIN. HFPW PLATE WASHERS ARE REQUIRED TO BE DOUBLE-NUTTED AT EMBED END OF HIGH STRENGTH ANCHOR RODS.) 4.HIGH STRENGTH ALL-THREAD RODS PROVIDED BY HARDY FRAMES ARE STAMPED ON BOTH ENDS. WidthModelModel EDGE VIEW 2 - # 3 1 - # 3 (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) H G F H I I Edge DistanceEnd Distance 2-3/8" 6-1/4" 7-3/8" 8-3/8" 9-3/8" 10-3/8" 2-3/8" 3-1/2" 4-1/4" 5" 5-1/2" 6" Shear Ties 7,8 ≥≥ HFX-12x HFX-15x B B B 2 EQSPA B 3 EQSPA AAAA 123 A B 1A 1B 2A 2B 3A 3B HFX ANCHOR CENTERLINES IMPORTANT NOTESUA SECTIONS & ELEVATIONS UA SHEAR TIESRA SHEAR TIES & STIRRUPS RA SECTIONS & ELEVATIONSBB-RA SECTIONS & ELEVATIONS BB-RA SHEAR TIES & STIRRUPS UNREINFORCED ANCHORAGE (UA)REINFORCED ANCHORAGE (RA)BACK TO BACK REINFORCED ANCHORAGE (BB-RA) IMPORTANT! "RA" SPA (2A/HFX1) le + 1" 7 34" 13" Min 15" Max LENGTH (1A/HFX1) RADIUS: # 3 = 34" Min # 4 = 1" Min 135° BEND DATE: HFX1 1-1-2023 HA R D Y F R A M E S H E A R W A L L S Y S T E M S 16 0 2 3 S W I N G L E Y R I D G E R D CH E S T E R F I E L D , M O 6 3 0 1 7 (8 0 0 ) 3 2 5 - 8 0 7 5 WW W . H A R D Y F R A M E . C O M ..\ . . \ . . \ L o g o s \ 2 0 2 2 \ M i c r o s o f t T e a m s - i m a g e ( 2 6 ) . p n g HFX-1 S320 STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 FR A M I N G D E T A I L S - H F X P A N E L S TH I S D E T A I L S H E E T I S N O T P R O P R I E T A R Y A N D I S N O T R E Q U I R E D FO R P L A N S U B M I T T A L W I T H M I T E K HA R D Y F R A M E P R O D U C T S ® NOTE: ATTACHMENTS TO ADJACENT TRIMMERS MAY BE MADE AT PREPUNCHED SCREW HOLES OR WITH SELF TAPPING SCREWS (#12 AT EDGES, #10 AT FACE). SECTION B SECTION A OPTIONAL INSTALLATION WITH HARDY FRAME BASE EXTENSION (HFBX) FOR ADJACENT FRAMING HFBX #10 SELF-TAPPING SCREWS AT FACE OF PANEL. (BUGLE HEAD WITH SELF DRILLING TIP SHOWN) #12 SELF-TAPPING SCREWS AT EDGE OF PANEL. (BUGLE HEAD WITH SELF DRILLING WING TIP SHOWN) BUGLE HEAD WAFER HEAD FLAT TRUSS MODIFIED TRUSS HEX HEAD SELF DRILLING TIP SELF DRILLING WING TIP #10 SELF-TAPPING SCREWS AT FACE OF PANEL. (HEX HEAD WITH SELF DRILLING TIP SHOWN) NOTES: A.SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANEL FACE WITH # 10 SELF-TAPPING SCREWS SPACED NO LESS THAN 2-1/4" OC. B.ATTACHMENTS TO THE PANEL EDGES ARE MADE WITH # 12 SELF-TAPPING SCREWS. C.STRUCTURAL CONNECTIONS ARE TO BE DESIGNED BY THE DESIGN PROFESSIONAL. D.STRUCTURAL HARDWARE USED TO TRANSFER LOADS SHOULD NOT EXCEED 12 GAUGE. 21" PANEL 24" PANEL 18" PANEL 9" PANEL 12" PANEL 15" PANEL 15" Width = 8 6 3-1/2 HFX-15,18,21 & 24x14 164-1/4 1-1/8 HFX-15,18,21 & 24x15 HFX-15,18,21 & 24x16 HFX-15,18,21 & 24x17 176-1/4 188-1/4 200-1/4 Top Screw Qty (ea) 18" Width = 10 21" Width = 12 24" Width = 14 1 Hold Down Diameter (in) HFX-15,18,21 & 24x18 HFX-15,18,21 & 24x19 HFX-15,18,21 & 24x20 212-1/4 224-1/4 236-1/4 Screw Qty Available at Edges (ea) 7 8 4 3-1/2 92-1/4 1-1/8 HFX-12,15,18,21 & 24x9 HFX-12,15,18,21 & 24x10 HFX-15,18,21 & 24x11 104-1/4 116-1/4 128-1/4 Model Number Net Height (in) Depth (in) 1 Hold Down Diameter (in) HFX-15,18,21 & 24x12 HFX-15,18,21 & 24x13 140-1/4 152-1/4 Screw Qty Available at Edges (ea) 5 6 HFX-12,15,18,21 & 24x78 78 HFX-9x79.5 79-1/2 Top Screw Qty (ea) Model Number Net Height (in) Depth (in) 2 3 2 3 PANCAKE FIXTURE AS NEEDED INSTALLATION INSTRUCTIONS 1.WHEN INSTALLING ON CONCRETE CONNECT WITH (1 EA) HARDENED ROUND WASHER BELOW (1 EA) GRADE 8 NUT, SECURE WITH A DEEP SOCKET (RECOMMENDED) UNTIL SNUG TIGHT. ALTERNATE WASHERS AND NUTS ARE PROVIDED IN TABLE NOTE 1. 2.INSTALLATION ON CONCRETE PROVIDES THE HIGHEST ALLOWABLE VALUES. CONFIRM WITH THE DESIGN PROFESSIONAL BEFORE INSTALLING ON OTHER SUPPORTING SURFACES. 3.USE 1/4"X4-1/2" MITEK PRO SERIES WS SCREWS AT TOP CONNECTIONS WITH A 2x FILLER. IF THE TOP OF PANEL IS IN DIRECT CONTACT WITH THE COLLECTOR ABOVE (TOP PLATES, HEADER, BEAM, ETC.) USE1/4 x 3" (MIN) 4.FOR INSTALLATIONS WITH A FILLER GREATER THAN 1-1/2" ABOVE, OR WHEN SPECIFIED BY THE DESIGN PROFESSIONAL, ADJACENT KING POSTS TO BRACE THE OUT-OF-PLANE HINGE CAN BE CONNECTED WITH 1/4" DIA. SCREWS THROUGH PRE-PUNCHED HOLES AT THE PANEL EDGES. 1.FOR STD OR HS GRADE HOLD DOWN ANCHOR BOLTS CONNECT TO THE PANEL BASE WITH HARDENED ROUND WASHERS BELOW GRADE 8 NUTS. ALTERNATE WASHERS ARE (2 EA) ROUND-FLAT OR (2 EA) SAE WASHERS ON EACH BOLT. ALTERNATE NUTS ARE 2H HEAVY HEX. 2.1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 3" (MINIMUM) WHEN ATTACHED DIRECTLY TO THE COLLECTOR AND 4-1/2" (MINIMUM) WHEN INSTALLING A 2x FILLER ABOVE THE PANEL. 3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS IS REQUIRED AT THE PANEL EDGES WHEN INSTALLING A FILLER ABOVE THE TOP CHANNEL THAT IS GREATER THAN 1-1/2" OR WHEN SPECIFIED BY THE DESIGN PROFESSIONAL. HFX-9x8 93-3/4 1.(A) PRE-WELDED STRAPS ARE PROVIDED ON 78" AND 79-1/2" PANEL HEIGHTS. THEY ARE AVAILABLE FOR OTHER HEIGHTS UPON REQUEST. (B) FIELD INSTALLED STRAPS WITH SELF TAPPING SCREWS ARE PERMITTED. THE DESIGN AND CONNECTION IS BY THE DESIGN PROFESSIONAL. 2.A 2x WOOD FILLER WITH 1/4"x4-1/2" (MIN.) WS SCREWS IS PERMITTED. 3.WHEN CRIPPLE STUDS OCCUR, SHEAR TRANSFER DESIGN TO BE PER THE BUILDING DESIGN PROFESSIONAL. 4.A 1" DIA. HOLE MAY BE ADDED IN THE PANEL FACE WHEN IT IS LOCATED IN THE UPPER HALF OF THE PANEL HEIGHT AND IS 4" MINIMUM FROM ANY EDGE. FOR PANELS MORE THAN 12" WIDE, ADDITIONAL HOLES MUST BE OFFSET 1" MINIMUM FROM THE 3" DIA. PREPUNCHED HOLE. FOR HOLES LARGER THAN 1" DIAMETER OR TO ADD MORE THAN ONE HOLE CONTACT MITEK HARDY FRAME TECHNICAL SUPPORT AT (800) 754-3030. 1 1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE. 2. NUTS AND WASHERS PER TABLE NOTE 1. 3. ADJACENT FRAMING OPTIONAL U.N.O. BY BUILDING DESIGN PROFESSIONAL. 3 2 1.TRIMMERS PROVIDE FULL BEARING FOR HEADER ABOVE, DESIGN AND CONNECTIONS BY BUILDING DESIGN PROFESSIONAL. 2.6x HEADER. 3.WOOD MEMBERS FOR BACKING MAY BE INSERTED VERTICALLY OR HORIZONTALLY IN THE PANEL CAVITY AS NEEDED. 4.WOOD MEMBER FLUSH TO FACE OF WALL FOR BACKING AS NEEDED. 1 1 2 4 3 1 1.PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH 5,000 PSI NON-SHRINK GROUT (MINIMUM). 2.NUT AND WASHER GRADES PER TABLE NOTE 1. 1.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE. 2.NUTS AND WASHERS PER TABLE NOTE 1. 1 2 2 1.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND TREATED PLATE. 2.NUTS AND WASHERS PER TABLE NOTE 1. 2 1 1.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE. 2.NUTS AND WASHERS PER TABLE NOTE 1. 3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED AT THE PANEL EDGES WHEN INSTALLING A FILLER GREATER THAN 1-1/2" ABOVE OR WHEN SPECIFIED BY DESIGN PROFESSIONAL. 2 1 3 1.WOOD FILLER (13 1 2" MAX DEPTH) WITH USP MP4F CONNECTORS BOTH SIDES, QUANTITY BY BUILDING DESIGN PROFESSIONAL. 2.1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES 3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED THROUGH PRE-PUNCHED HOLES IN PANEL EDGES REQ'D WHEN INSTALLING A FILLER GREATER THAN 1-1/2" ABOVE TO BRACE OUT-OF-PLANE HINGE OR WHEN SPECIFIED BY THE DESIGN PROFESSIONAL. 4.MiTek HFFB FILLER BRACE WITH 1/4" x 1-1/2" WS SCREWS TO FILLER (FILL ALL HOLES) AND 1/4" SELF-TAPPING SCREWS TO PANEL (5 MIN. EACH FACE) REQ'D WHEN INSTALLING A FILLER GREATER THAN 3-1/4" ABOVE TO BRACE OUT-OF-PLANE HINGE OR WHEN SPECIFIED BY THE BUILDING DESIGN PROFESSIONAL. 3 1 2 1.CAVITY ORIENTED FOR CONNECTION ACCESS. 2.NUTS AND WASHERS PER TABLE NOTE 1. 3.NOMINAL 8 INCH FRAMING ABOVE (MIN). 4.A 2x FILLER WITH 1/4" x 4-1/2" MINIMUM WS SCREWS IS PERMITTED. 5.FIELD INSTALLED WOOD BACKING AS NEEDED. SECTION A 5 1 4 3 2 9" Width = 5 12" Width = 6 15" Width = 8 18" Width = 10 21" Width = 12 24" Width = 14 31 1.1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES 2.1/4" x 4-1/2" (MINIMUM) WS SCREWS, QUANTITY PER TABLES 3.2x WOOD FILLER. 2 HFX-12,15,18,21 & 24x8 ® TM TM ® ALLOWABLE VALUES ON 2x PLATE ARE LESS THAN INSTALLATION ON CONCRETE ALLOWABLE VALUES ON N&W ARE LESS THAN INSTALLATION ON CONCRETE NOTE: TO PREVENT DRILLING ADDITIONAL HOLES ORIENT THE PANEL CAVITY TOWARD THE FIXTURE BEING INSTALLED. TRIMMERS PER DESIGN PROFESSIONAL OPTIONAL SOFFIT 4" 4" 3 1B 2 1A 4 1" FILLER GREATER THAN 1-1/2 IN.6 3BACK TO BACK INSTALLATION 8 11 2 5 7 10 1 4 9 A B C D RAISED FLOOR HEAD-OUT INSTALLATION ON 2x PLATE STEEL BEAM ABOVE THRU-BOLT TOP PLATE CONNECTIONS INSTALLATION ON CONCRETE INSTALLATION ON NUTS & WASHERS 6x HEADER ABOVE-SECTIONS TOP CONNECTION TO HEADER INSTALLATION ON CURB HFX PANELS 78 IN. THROUGH NOMINAL 13 FEET BALLOON PANELS 14 FEET THROUGH 20 FEET 5a 5b B A ® 3 4 1.STEEL BEAM PER PLANS 2.ALL THREAD RODS THRU-BOLTED TO STEEL BEAM BY BUILDING DESIGN PROFESSIONAL. 3.NUTS AND WASHERS PER TABLE NOTE 1. 4. HARDY FRAME STACKING WASHERS (HFSW) REQUIRED TO BE WELDED INSIDE TOP CHANNEL OF LOWER PANEL. 5. HARDY FRAME "STK" PANEL WITH STACKING WASHERS WELDED INSIDE THE TOP CHANNEL BY MANUFACTURER. 1 2 5 ® ® 4" 3" TABLE NOTES 4 1 2 ALTERNATE: DATE: HFX2 1-1-2023 HA R D Y F R A M E S H E A R W A L L S Y S T E M S 16 0 2 3 S W I N G L E Y R I D G E R D CH E S T E R F I E L D , M O 6 3 0 1 7 (8 0 0 ) 3 2 5 - 8 0 7 5 WW W . H A R D Y F R A M E . C O M HFX-2 S321 STRUCTURAL ENGINEERS STRUCTURAL + SHORING 260 S LOS ROBLES AVE, STE 100 PASADENA, CA 91101 EMAIL: INFO@XIAENGR.COM TEL: 213-400-8633 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM STRUCTURAL SEAL: SHEET NO: SHEET NAME: EN G N IL C N R E E I SSFORPE S DE NOIAL E ACFEO TA FLI O R S T AIN J I XIA S-7144 S TRUCT U R A L SIGNDATE: 7.3.2025 DATE: FL O O R S Y S T E M D E T A I L S - H F X P A N E L S HFXBP24 HFXBP18HFXBP12 PANEL WIDTH3" NOTE: COUPLERS MAY BE USED WHEN THREADED ROD IS SUBJECT TO TENSION LOADS ONLY. HFXBP21 HFXBP15 NOTE: HARDY FRAME STACKING WASHERS (HFSW) ARE REQUIRED IN THE TOP OF PANELS WHEN CONNECTING TO TENSION ANCHORS FROM ABOVE. HARDY FRAME "STK PANELS" INCLUDE HFSW WASHERS PRE-WELDED IN THE TOP CHANNEL. 1.HOLD DOWN TENSION ANCHORS SPECIFIED AS STANDARD GRADE (STD) MUST COMPLY WITH ASTM F1554 GRADE 36 (OR EQUAL). HOLD DOWN TENSION ANCHORS SPECIFIED AS HIGH STRENGTH (HS) MUST COMPLY WITH ASTM A 193 GRADE B7 (OR EQUAL). TENSION ANCHORS (BOTH GRADES) CONNECT TO THE UPPER AND LOWER PANELS WITH HARDENED ROUND WASHERS AND GRADE 8 NUTS. A HARDY FRAME 'HFSW" STACKING WASHER IS REQUIRED IN THE TOP CHANNEL OF THE LOWER PANEL (AVAILABLE PRE-WELDED IN A HARDY FRAME "STK" PANEL). ALTERNATE WASHERS ARE (2 EA) ROUND-FLAT OR (2 EA) SAE WASHERS AT EACH ANCHOR CONNECTION. ALTERNATE NUTS ARE 2H HEAVY HEX. 2.1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 3" (MINIMUM) WHEN ATTACHING DIRECTLY TO THE COLLECTOR AND 4-1/2" (MINIMUM) WHEN INSTALLING A 2x FILLER ABOVE THE PANEL. 3.1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 4-1/2" (MINIMUM) AT CONNECTIONS TO FLOOR SYSTEMS AND BEAMS BELOW. 4.1/4" DIAMETER SCREWS ARE REQUIRED AT THE EDGES WHEN INSTALLING A FILLER GREATER THAN 1-1/2 INCH ABOVE OR WHEN SPECIFIED BY THE DESIGN PROFESSIONAL. ® ®± 1 1/2" ® 5 3 1 4 6 4 21 5 3 6 5 4 1 2 3 6 25 4 35 4 ® 1 1 NOTE: INSTALLATION WITHOUT HARDY FRAME BEARING PLATE (HFXBP) MAY INCREASE DEFLECTION AND RESULT IN A DECREASE OF ALLOWABLE SHEAR VALUE, BUILDING DESIGN PROFESSIONAL MUST ANALYZE EFFECTS. 4 ® ® 1.ACCESS HOLE LOCATED AT EDGE OF POST. 2.NUTS AND WASHERS PER TABLE NOTE 1. 3.PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH 5,000 PSI STRENGTH NON-SHRINK GROUT (MIN). 1 2 3 1.FLOOR SHEATHING NOTCHED, INSTALL PANEL ON WOOD PLATE. 2.15# FELT OR EQUIVALENT RECOMMENDED BETWEEN PANEL BASE AND TREATED MUDSILL. 3.NUTS AND WASHERS PER TABLE NOTE 1. 1 3 ® 5 1 2 3 1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME ENGINEERED WOOD PRODUCT. 2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME PANEL DIRECTLY ON RIM. 3.NUTS AND WASHERS PER TABLE NOTE 1. 4.1/4" x 4-1/2" (MINIMUM) WS SCREWS THROUGH BOTTOM OF PANEL MINIMUM QUANTITY PER TABLE. 5.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN PROFESSIONAL. 1 2 5 3 4 3 15 4 ® 2 4 3" 3" 3" 3"3"3"3" 3"3" 3" 1 4 2 6 3 2 5 4 2 ® 2 3 1 3 4 3-1/2 HFX-12,15,18,21 & 24x8 92-1/4 1-1/8 HFX-12,15,18,21 & 24x9 HFX-12,15,18,21 & 24x10 HFX-15,18,21 & 24x11 104-1/4 116-1/4 128-1/4 HFX-15,18,21 & 24x12 HFX-15,18,21 & 24x13 140-1/4 152-1/4 5 6 Screw Quantity 12" Width 6 15" Width 8 18" Width 10 21" Width 12 24" Width 14 Top (ea) 6 8 10 12 14 Bott (ea) Model Number Net Height (in) Depth (in) 1 Hold Down Diameter (in) Screw Qty Available at Edges (ea) 2 3 4 Panel POST (HFP) POST (HFP)HARDY FRAME ®HARDY FRAME ®HARDY FRAME ® POST (HFP) HFX3 1-1-2023 1.STEEL BEAM PER PLANS 2.HOLD DOWN ALL THREAD RODS THRU-BOLTED TO BOTTOM FLANGE OF STEEL BEAM BY BUILDING DESIGN PROFESSIONAL. 3.NUTS AND WASHERS AT PANEL BASE PER TABLE NOTE 1 3 ® ® ® TM TM ® NOTES: A.INSTALLATION WITHOUT HARDY FRAME BEARING PLATE (HFXBP) MAY INCREASE DEFLECTION AND RESULT IN A DECREASE OF ALLOWABLE SHEAR VALUE, BUILDING DESIGN PROFESSIONAL MUST ANALYZE EFFECTS B.COUPLERS MAY BE USED WHEN THREADED ROD IS SUBJECT TO TENSION LOADS ONLY. NOTES: A.CHECK WALL HEIGHT, HARDY FRAME BEARING PLATES BELOW THE PANEL BASE OR CUSTOM HEIGHT PANELS ARE AVAILABLE TO AVOID FILLERS GREATER THAN 1-1/2". B.FOR MAXIMUM ALLOWABLE VALUES INSTALL PANEL ON CONCRETE 2 ® 1.WITH HOLES PRE-DRILLED FOR 1-1/8" DIA.TENSION ANCHORS, INSTALL A SOLID 4x (MINIMUM) RIM IN FLOOR SYSTEM AT PANEL LOCATION. ALLOWABLE VALUE TABLES ASSUME THE RIM IS ENGINEERED WOOD PRODUCT (EWP). 2.NOTCH FLOOR SHEATHING THEN INSTALL HFXBP ON RIM WITH 6 EACH 1/4"X4-1/2" (MIN) "WS" SCREWS AT EACH END. 3.PLACE PANEL ON HFXBP. 4.WHEN STACKING PANELS, INSTALL "HFSW" STACKING WASHERS IN THE TOP CHANNEL OF THE LOWER PANEL. CONNECT LOWER TO UPPER PANELS WITH TENSION ANCHORS (GRADE PER PLANS) AND SECURE AT BOTH ENDS WITH HARDENED ROUND WASHERS AND GRADE 8 NUTS TO BE SNUG TIGHT. HARDY FRAME "STK" PANELS THAT INCLUDE "HFSW" STACKING WASHERS PRE-WELDED IN THE TOP CHANNEL ARE AVAILABLE, 5.WHEN MORE THAN 12 SCREWS ARE REQUIRED FOR THE BOTTOM CONNECTION OR JOINTS IN FRAMING MEMBERS OCCUR AT SCREW LOCATIONS, INSTALL ADDITIONAL 1/4"x4-1/2" WS SCREWS THROUGH THE BASE OF PANEL WHERE THEY ALIGN WITH HOLES IN THE HFXBP. 6.FOR STANDARD WALL HEIGHTS, INSTALL A 2x FILLER ABOVE PANEL (DTL 5/HFX2). FOR FILLERS GREATER THAN 1-1/2 IN. SEE DETAIL 6/HFX2. NOTE: INSTALLATIONS MAY VARY WITH JOB SPECIFIC CONDITIONS AND/OR SPECIFICATIONS BY THE BUILDING DESIGN PROFESSIONAL. 1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME ENGINEERED WOOD PRODUCT. 2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION NOTES 3-6, DETAIL B/HFX3. 3.NUTS AND WASHERS PER TABLE NOTE 1. 4.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. 5.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN PROFESSIONAL. ® 4 1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME ENGINEERED WOOD PRODUCT. 2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION NOTES 3-6, DETAIL B/HFX3. 3.HARDY FRAME STACKING WASHER (HFSW) AT TOP OF PANEL REQUIRED WHEN CONNECTING TO TENSION ANCHOR FROM ABOVE. 4.1-1/8 IN. DIA HOLD DOWN, HFSW AND N&W PER TABLE NOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT. 5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. 6.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN PROFESSIONAL.8PYRAMID STACK 6 ® 1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME ENGINEERED WOOD PRODUCT. 2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME PANEL DIRECTLY ON RIM. 3.HARDY FRAME STACKING WASHER (HFSW) AT TOP OF PANEL REQUIRED WHEN CONNECTING TO TENSION ANCHOR FROM ABOVE. 4.1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE NOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT. 5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. 6.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN PROFESSIONAL. ® ® 1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME ENGINEERED WOOD PRODUCT. 2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION NOTES 3-6, DETAIL B/HFX3. 3.HARDY FRAME STACKING WASHER (HFSW) AT TOP OF PANEL REQUIRED WHEN CONNECTING TO TENSION ANCHOR FROM ABOVE. 4.1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE NOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT. 5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. 6.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN PROFESSIONAL. 7STACK @ OS CORNER 6STRAIGHT STACK ® ® ® 1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME ENGINEERED WOOD PRODUCT. 2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION NOTES 3-6, DETAIL B/HFX3. 3.USP POST CAP AND POST BASE BY THE BUILDING DESIGN PROFESSIONAL. 4.NUTS AND WASHERS PER TABLE NOTE 1. 5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. 5CRIPPLE WALL 1.WOOD BEAM PER PLAN. 2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION NOTES 3-6, DETAIL B/HFX3. 3.HARDY FRAME BEARING PLATE (HFXBP) OR BEARING PLATE WASHER AT UNDERSIDE OF BEAM SIZED PER BUILDING DESIGN PROFESSIONAL TO LIMIT CRUSHING FROM TENSION ANCHOR FORCES. 4.1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE NOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT. 5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. ® ® 1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME ENGINEERED WOOD PRODUCT. 2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION NOTES 3-6, DETAIL B/HFX3. 3.1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE NOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT. 4.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. 5.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN PROFESSIONAL. ® ® 1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME ENGINEERED WOOD PRODUCT. 2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION NOTES 3-6, DETAIL B/HFX3. 3.HARDY FRAME STACKING WASHER (HFSW) AT TOP OF PANEL REQUIRED WHEN CONNECTING TO TENSION ANCHOR FROM ABOVE. 4.1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE NOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT. 5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. 6.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN PROFESSIONAL. ® ® ® 1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME ENGINEERED WOOD PRODUCT. 2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION NOTES 3-6, DETAIL B/HFX3. 3.HARDY FRAME STACKING WASHER (HFSW) AT TOP OF PANEL REQUIRED WHEN CONNECTING TO TENSION ANCHOR FROM ABOVE. 4.1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE NOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT. 5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. 6.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN PROFESSIONAL. PANEL WIDTH PANEL WIDTH PANEL WIDTHPANEL WIDTH 1POST ON N&W2RAISED STEM WALL3RAISED BEARING PLATE4RAISED-OS CORNER 14DROP BM - FL SYSTEM 13STEEL BM THRU-BOLT 12WOOD BM THRU-BOLT 11HFP POSTS BELOW ® ® 10 9STAGGERED THRU-BOLT STAGGERED-HFP POST A B C TH I S D E T A I L S H E E T I S N O T P R O P R I E T A R Y A N D I S N O T R E Q U I R E D FO R P L A N S U B M I T T A L W I T H M I T E K HA R D Y F R A M E P R O D U C T S ® ® ® ® 12 2 5 1 3 1.DROP BEAM WITH FLOOR JOIST ABOVE PER PLAN. 2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION NOTES 3-6, DETAIL B/HFX3. 3. HARDY FRAME BEARING PLATE (HFXBP) OR BEARING PLATE WASHER AT UNDERSIDE OF BEAM SIZED PER BUILDING DESIGN PROFESSIONAL TO LIMIT CRUSHING FROM TENSION ANCHOR FORCES. 4. NUTS AND WASHERS PER TABLE NOTE 1. 5. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. 6. USP CONNECTORS BY DESIGN PROFESSIONAL ® ® 5 LOAD PATH FROM BEAM TO FOUNDATION AND CHECK THAT PANEL DRIFT IS WITHIN CODE LIMIT BY BUILDING DESIGN PROFESSIONAL. LOAD PATH FROM BEAM TO FOUNDATION AND CHECK THAT PANEL DRIFT IS WITHIN CODE LIMIT BY BUILDING DESIGN PROFESSIONAL. LOAD PATH FROM BEAM TO FOUNDATION AND CHECK THAT PANEL DRIFT IS WITHIN CODE LIMIT BY BUILDING DESIGN PROFESSIONAL. 6 INSTALLATION ON FLOOR SYSTEMS WITH HARDY FRAME BEARING PLATE (HFXBP)® HA R D Y F R A M E S H E A R W A L L S Y S T E M S 16 0 2 3 S W I N G L E Y R I D G E R D CH E S T E R F I E L D , M O 6 3 0 1 7 (8 0 0 ) 3 2 5 - 8 0 7 5 WW W . H A R D Y F R A M E . C O M HFX-3 S322 REVISIONS BY T1 REVISIONS BY T2 REVISIONS BY T3 REVISIONS BY T4 REVISIONS BY T5 REVISIONS BY T6 REVISIONS BY T7 REVISIONS BY T8 REVISIONS BY T9 REVISIONS BY T10 REVISIONS BY T11 REVISIONS BY T12 REVISIONS BY T13 REVISIONS BY T14 REVISIONS BY T15 REVISIONS BY T16 REVISIONS BY T17 REVISIONS BY T18 REVISIONS BY T19 REVISIONS BY T20 REVISIONS BY T21 REVISIONS BY T22 Cal Land Engineering, Inc. dba Quartech Consultants Geotechnical, Environmental, and Civil Engineering HYDRAULIC CALCULATIONS PROVIDES DATE 03/18/2025 JOB ADDRESS: 36&42 E Colorado Blvd, Arcadia, CA91006 BY CAL LAND ENGINEERING, INC. Page 2 of 8 Introduction The project site is located at the south side of E Colorado Blvd. between Santa Anita Avenue and N 1st Avenue, City of Arcadia. The project is relatively flat, existing drainage flow drains to south direction from north. Hydraulic calculation is based on 50-year storm event. There is no proposed off-site drainage for this project. The proposed development is to construct an 10-uinit condo. Proposed Hydrology Study A-1 Soil Type: 006 Total Area = 0.090 acres Percent Impervious = 93% Average Rainfall Depth = 7.95 in. Using Tc Calculator Tc = 5 min. Q1 = 0.3842 cfs n= 0.009 for pvc pipe V= (1.49/0.009) x (R)2/3 x (S)1/2 ft/sec Q= V x Ap cfs A= 0.196, R=0.125, S=0.005 V= (1.49/0.009) x (0.125)2/3 x (0.005)1/2 = 2.93 Q= 2.93 x 0.196 Q= 0.5746 cfs > 0.3842 cfs OK for 6” PVC pipe with 0.5% slope A-2 Soil Type: 006 Total Area = 0.090 acres Percent Impervious = 93% Average Rainfall Depth = 7.95 in. Using Tc Calculator Tc = 5 min. Q2 = 0.3842 cfs n= 0.009 for pvc pipe V= (1.49/0.009) x (R)2/3 x (S)1/2 ft/sec Q= V x Ap cfs A= 0.196, R=0.125, S=0.005 V= (1.49/0.009) x (0.125)2/3 x (0.005)1/2 = 2.93 Q= 2.93 x 0.196 Q= 0.5746 cfs > 0.3842 cfs OK for 6” PVC pipe with 0.5% slope A-3 Soil Type: 006 Total Area = 0.145 acres Page 3 of 8 Percent Impervious = 91% Average Rainfall Depth = 7.95 in. Using Tc Calculator Tc = 5 min. Q3 = 0.619 cfs n= 0.009 for pvc pipe V= (1.49/0.009) x (R)2/3 x (S)1/2 ft/sec Q= V x Ap cfs A= 0.196, R=0.125, S=0.01 V= (1.49/0.009) x (0.125)2/3 x (0.01)1/2 = 4.14 Q= 4.14 x 0.196 Q= 0.8127 cfs > 0.619 cfs OK for 6” PVC pipe with 1% slope A-4 Soil Type: 006 Total Area = 0.014 acres Percent Impervious = 90% Average Rainfall Depth = 7.95 in. Using Tc Calculator Tc = 5 min. Q4 = 0.0598 cfs Page 4 of 8 Page 5 of 8 Page 6 of 8 Page 7 of 8 Page 8 of 8 Cal Land Engineering, Inc. dba Quartech Consultants Geotechnical, Environmental, and Civil Engineering 576 E. Lambert Road, Brea, California 92821 Tel: 714-671-1050 - Fax: 714-671-1090 - Email: callandeng@yahoo.com LOW IMPACT DEVELOPMENT PLAN PROVIDE DATE 07/28/2025 JOB ADDRESS: 36&42 E Colorado Blvd, Arcadia, CA91006 BY CAL LAND ENGINEERING, INC. PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 2 I. Introduction In order to comply with the City of Arcadia Ordinance 2325, this report has been provided in order to determine the best capability of the project to use stormwater quality measures to manage and capture stormwater runoff. The 85th percentile 24 hr rainfall is 1” per attached Hydrology map. That is greater than 0.75”. The 85th percentile 24 hr rainfall was used for this On-site LID Report. Per Geotechnical recommendation, infiltration is possible for on site. The infiltration chamber will be provided to detain the 85th percentile 24 hr rainfall on site. The infiltration chamber will be constructed at the front of the property. Project Data Project Name: 10-unit condo Address: 36&42 E Colorado Blvd, Arcadia, CA91006 APN: 5773-002-022 & 023 Project Area: 147,50 SF (0.339 acres) Disturbed Area: 7,375 SF (0.169 acres) Impervious Area: 11,754 SF (0.270 acres) (80%) Pervious Area: 2,996 SF (0.069 acres) (20%) Owner: PDS Studio Inc. / Philip Chan Existing Land Use: Residential Proposed Land Use: Residential Scope of Work The project includes demolition of all structures and construction of a 10-unit condo residence. Project Designation This project will be considered a “Redevelopment Project” that create 10-unit condo on the site. This will result in the designation of “Designated Project” All “Designated large scale Project” must retain the 100 percent of the SWQDv on-site through infiltration, evapotranspiration, stormwater runoff harvest and use, or a combination thereof unless it is demonstrated that it is technically infeasible to do so. To meet these requirements, Designated Project must: - Conduct site assessment and identify design considerations, including determining the feasibility of on-site infiltration - Apply site-specific source control measures - Calculate the Stormwater Quality Design Volume - Implement stormwater quality control measures PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 3 II. Report Total area 0.339 acres Predominate Soil Type No. 006 Using HydroCalc Length of Flow Path 114’ 85th percentile rainfall depth: 1.07 Proportion Impervious Values 79.69% Qpm = 0.0504 cfs VProp. = 963.12 cf PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 4 PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 5 Stormwater Quality Design Volume Calculation Current water quality requirements are based on treating a specific volume of stormwater runoff from the project site (stormwater quality design volume [SWQDv]). By treating the SWQDv, it is expected that pollutant loads, which are typically higher during the beginning of storm events, will be reduced in the discharge to or prevented from reaching the receiving water. The design storm, from which the SWQDv is calculated, is defined as the greater of: - The 0.75 inch, 24-hour rain event; or - The 85th percentile, 24-hour rain event as determined from the Los Angeles County 85th percentile precipitation isoheytal map For this project, the 85th percentile, 24-hour rain event will be used, which is 1.07 inch. Using Hydrocalc: SWQDv = 963.12 cu.ft. PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 6 Hydrology Map PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 7 LID Calculation SWQDv = 963.12 cu.ft. fdesign (Infiltration rate) = 2.3 in/hr FOR THE PROJECT (CHAMBERS SYSTEM - STORMTECH) (See manufacture’s design specification sheet for additional information.) Provide volume: 1117.77 cf > 963.12 cf, Ok. Provide infiltration area: 349.99 sf Infiltration rate: 2.3 in/hr Drawdown time: t = 1117.77 cf / ((2.3 in/hr/12) x 349.99 sf) = 16.66 hr < 96 hr, OK CONCLUSION Storage Volume: Per LID request =963.12 CF Total provide = 1117.77 CF Provide > Required, OK The stormtech chamber will be installed on the project site to reduce the peak discharge rate, volume, and duration of the flow. These BMP’s are designed to collect the site drains from the corresponding Tributary Drainage Areas and to soak water on site prior draining to street. User Inputs Chamber Model: MC-3500 Outlet Control Structure: No Project Name: 36&42 E Colorado Blvd Engineer: Alex Sun Project Location: California Measurement Type: Imperial Required Storage Volume: 964 cubic ft. Stone Porosity: 40% Stone Foundation Depth: 9 in. Stone Above Chambers: 12 in. Design Constraint Dimensions:(10 ft. x 50 ft.) Results System Volume and Bed Size Installed Storage Volume: 1117.77 cubic ft. Storage Volume Per Chamber: 109.90 cubic ft. Number Of Chambers Required: 5 Number Of End Caps Required: 2 Chamber Rows: 1 Maximum Length:41.58 ft. Maximum Width: 8.42 ft. Approx. Bed Size Required: 349.99 square ft. Average Cover Over Chambers: N/A . System Components Amount Of Stone Required: 50 cubic yards Volume Of Excavation (Not Including Fill): 72 cubic yards Total Non-woven Geotextile Required:167 square yards Woven Geotextile Required (excluding Isolator Row): 0 square yards Woven Geotextile Required (Isolator Row): 47 square yards Total Woven Geotextile Required:47 square yards Impervious Liner Required:0 square yards PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 8 Vicinity Map PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 9 III. 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ulk Bag LOGGED BY: S: Standard Penetration Test R: Ring Sample 0 B SM 2.2 Silty sand, fine grained, light brown, slightly moist, few fine gravel Percent of fines: 27.6 2 R 28 SM 104.1 1.2 Silty sand, fine grained, light brown, slightly moist, medium dense 5 R 45 SP 108.2 2.6 Sand, coarse grained, medium brown, slightly moist, medium dense to dense Percent of fines: 2.5 10 R 81 SP/112.2 3.1 Sand and silty sand, coarse grained, brown, slightly moist, very dense SM Percent of fines: 5.9 Refusal @ 11 feet Refusal @ 11 feet due to hard material 15 Total Depth: 11.0 feet No Groundwater Hole Backfilled Hammer Driving Weight: 32 lbs 20 Hammer Driving Height: 48 inches 25 30 35 De p t h ( f t ) BORING LOG B‐1 2/4/2025 Hand Auger N/A HF 36 & 42 E Colorada Boulevard, Arcadia, California 25‐019‐001GE CalLand Engineering and Associates, Inc. PROJECT LOCATION: PROJECT NO.: Dr y U n i t W t . ( p c f ) Mo i s t u r e ( % ) Description of Material Sample Bu l k Un d i s t u r b e d Bl o w s / 1 2 " US C S S y m b o l PLATE A‐1 DATE DRILLED: SAMPLE METHOD: ELEVATION: B: Bulk Bag LOGGED BY: S: Standard Penetration Test R: Ring Sample 0 B SP 3.4 Sand, coarse grained, medium brown, slightly moist Percent of fines: 4.7 R 36 SP 105.2 2.9 Sand, coarse grained, medium brown, slightly moistm medium dense 5 R 64 SP 109.4 3.3 Sand, coarse grained, medium brown, slightly moist, dense Percent of fines: 2.2 Refusal @ 7 feet Refusal @ 7 feet due to hard material 10 Total Depth: 7 feet No Groundwater Hole Backfilled Hammer Driving Weight: 32 lbs 15 Hammer Driving Height: 48 inches 20 25 30 35 BORING LOG B‐2 PROJECT LOCATION: PROJECT NO.: Dr y U n i t W t . ( p c f ) Mo i s t u r e ( % ) Bu l k Un d i s t u r b e d Bl o w s / 1 2 " PLATE A‐2 25‐019‐001GE Hand Auger N/A HF Description of Material 36 & 42 E Colorada Boulevard, Arcadia, California 2/4/2025 CalLand Engineering and Associates, Inc. De p t h ( f t ) Sample US C S S y m b o l $33(1',;% /$%25$725<7(67,1* 'XULQJWKHVXEVXUIDFHH[SORUDWLRQ&/(SHUVRQQHOFROOHFWHGUHODWLYHO\XQGLVWXUEHGULQJVDPSOHV DQGEXONVDPSOHV7KHIROORZLQJWHVWVZHUHSHUIRUPHGRQVHOHFWHGVRLOVDPSOHV 0RLVWXUH'HQVLW\ 7KHPRLVWXUHFRQWHQWDQGGU\XQLWZHLJKWZHUHGHWHUPLQHGIRUHDFKUHODWLYHO\XQGLVWXUEHGVRLO VDPSOHREWDLQHGLQWKHWHVWERULQJVLQDFFRUGDQFHZLWK$670'VWDQGDUG7KHUHVXOWVRI WKHVHWHVWVDUHVKRZQRQWKHERULQJORJVLQWKHDWWDFKHG$SSHQGL[$ 6KHDU7HVWV 6KHDUWHVWVZHUHSHUIRUPHGLQDGLUHFWVKHDUPDFKLQHRIVWUDLQFRQWUROW\SHLQDFFRUGDQFHZLWK $670'VWDQGDUG7KHUDWHRIGHIRUPDWLRQZDVLQFKSHUPLQXWH6HOHFWHGVDPSOHV ZHUHVKHDUHGXQGHUYDU\LQJFRQILQLQJORDGVLQRUGHUWRGHWHUPLQHWKH0RKU&RXORPEVKHDU VWUHQJWKSDUDPHWHUVLQWHUQDOIULFWLRQDQJOHDQGFRKHVLRQ7KHVKHDUWHVWUHVXOWVDUHSUHVHQWHG LQWKHDWWDFKHG)LJXUHV &RQVROLGDWLRQ7HVWV &RQVROLGDWLRQWHVWVZHUHSHUIRUPHGRQVHOHFWHGXQGLVWXUEHGVRLOVDPSOHVLQDFFRUGDQFHZLWK $670'VWDQGDUG7KHFRQVROLGDWLRQDSSDUDWXVLVGHVLJQHGIRUDRQHLQFKKLJKVRLOILOOHG EUDVVULQJ/RDGVDUHDSSOLHGLQVHYHUDOLQFUHPHQWVLQDJHRPHWULFSURJUHVVLRQDQGWKHUHVXOWLQJ GHIRUPDWLRQVDUHUHFRUGHGDWVHOHFWHGWLPHLQWHUYDOV3RURXVVWRQHVDUHSODFHGLQFRQWDFWZLWK WKHWRSDQGERWWRPRIHDFKVSHFLPHQWRSHUPLWDGGLWLRQDQGUHOHDVHRISRUHIOXLG7KHVDPSOHV ZHUHLQXQGDWHGZLWKZDWHUDWDORDGRIWZRNLORSRXQGVNLSVSHUVTXDUHIRRWDQGWKHWHVWUHVXOWV DUHVKRZQRQWKHDWWDFKHG)LJXUHV ([SDQVLRQ,QGH[ ([SDQVLRQ,QGH[WHVWVZHUHFRQGXFWHGRQWKHH[LVWLQJRQVLWHQHDUVXUIDFHPDWHULDOVVDPSOHG GXULQJ&/(¶VILHOGLQYHVWLJDWLRQ7KHVHWHVWVDUHSHUIRUPHGLQDFFRUGDQFHZLWK$670' 7KHWHVWLQJUHVXOWVDUHSUHVHQWHGEHORZ 6DPSOH /RFDWLRQ ([SDQVLRQ ,QGH[ ([SDQVLRQ 3RWHQWLDO %#¶¶9HU\/RZ &RUURVLRQ3RWHQWLDO &KHPLFDOODERUDWRU\WHVWVZHUHFRQGXFWHGRQWKHH[LVWLQJRQVLWHQHDUVXUIDFHPDWHULDOVVDPSOHG GXULQJ&/(¶VILHOGLQYHVWLJDWLRQWRDLGLQHYDOXDWLRQRIVRLOFRUURVLRQSRWHQWLDODQGWKHDWWDFNRQ FRQFUHWHE\VXOIDWHVRLOV7KHVHWHVWVDUHSHUIRUPHGLQDFFRUGDQFHZLWK&DOLIRUQLD7HVW0HWKRG DQG7KHWHVWLQJUHVXOWVDUHSUHVHQWHGEHORZ 6DPSOH /RFDWLRQS+&KORULGH SSP 6XOIDWH E\ZHLJKW 0LQ5HVLVWLYLW\ RKPFP %#¶¶ 3HUFHQW3DVVLQJ6LHYH 3HUFHQWRIVRLOSDVVLQJVLHYHZDVGHWHUPLQHGIRUVHOHFWHGVRLOVDPSOHVLQDFFRUGDQFHZLWK $670'VWDQGDUG7KHWHVWUHVXOWVDUHSUHVHQWHGLQWKHIROORZLQJWDEOH 6DPSOH/RFDWLRQ3DVVLQJ %#¶±¶ 500 1.2 22.7 1000 1.2 22.2 2000 1.2 21.9 2/25 Arcadia, California DEPTH (FT)SAMPLE NO. N/A FIGURE 5 DIRECT SHEAR (ASTM D3080) CalLand Engineering and Associates, Inc. Land Surveying, Geotechnical, Environmental & Civil Engineering Project Address: APN: 5773‐002‐022 36 & 42 E. Colorado Blvd SM 140 34 FRICTION ANGLE (DEG)SYMBOL BORING NO. SAMPLE TYPE SOIL TYPE COHESION (PSF) □ Vertical Loads (PSF) Moisture Content Before Test (%) Moisture Content After Test (%) RINGB‐1 2.0 0 500 1000 1500 2000 2500 3000 3500 4000 0 500 1000 1500 2000 2500 3000 3500 4000 SH E A R S T R E S S ( P S F ) NORMAL PRESSURE (PSF) 2/25 108.2 0.557 FIGURE 6 CONSOLIDATION (ASTM D2435) CalLand Engineering and Associates, Inc. Land Surveying, Geotechnical, Environmental & Civil Engineering Project Address: APN: 5773‐002‐022 36 & 42 E. Colorado Blvd Arcadia, California INIT. DRY DENSITY (PCF) INIT. VOID RATIOSYMBOL BORING NO. SAMPLE NO. DEPTH (FT) ⃝B‐1N/A5 SOIL TYPE INIT. MOISTURE CONTENT (%) SP 2.6 ‐2 ‐1 0 1 2 3 4 5 6 7 8 9 10 0.1 1 10 100 DE F O R M A T I O N ( % ) COMPRESSIVE STRESS (KSF) SATURATED 2/25 112.2 0.502 FIGURE 7 CONSOLIDATION (ASTM D2435) CalLand Engineering and Associates, Inc. Land Surveying, Geotechnical, Environmental & Civil Engineering Project Address: APN: 5773‐002‐022 36 & 42 E. Colorado Blvd. Arcadia, California INIT. DRY DENSITY (PCF) INIT. VOID RATIOSYMBOL BORING NO. SAMPLE NO. DEPTH (FT) ⃝B‐1N/A10 SOIL TYPE INIT. MOISTURE CONTENT (%) SP‐SM 3.1 ‐2 ‐1 0 1 2 3 4 5 6 7 8 9 10 0.1 1 10 100 DE F O R M A T I O N ( % ) COMPRESSIVE STRESS (KSF) SATURATED $33(1',;& 3(5&2/$7,21),(/''$7$ Boring/ Excavation Percolation Test Field Log Date 36 & 42 E Colorado Boulevard Arcadia, CA Boring/ Test Number P‐1 Alluvium 6"2" AN Depth of Boring 6' Tap Water 5' Sounder Depth of Water Table N/A Depth of Initial Water Depth (d1) 12" Time Interval Standard No Start Time for Standard 12 Mins10:35 AM 9:31 AM Stabilized Rate Achieved10.90 55.00 54.50 54.50 10.90 12 11:57 AM 11:59 AM 12:11 PM 11.0012 54.50 12 11:31 AM 12:27 PM Water Remaining In Boring (Y/N) Standard Time Interval Between Readings Start Time for Pre‐Soak 12 Water Drop During Standard Time Interval d (inches) Percolation Rate for Reading (in/hr) Soil Description / Notes / Comments 11.90 11.60 Med. brown, sand & silty sand (SP‐SM) Hydrologic Soil Group A 12 12 12 10.90 59.50 11.40 11.30 11:45 AM 7 8 9 12:39 PM 2 3 4 11:43 AM 12:13 PM 12:25 PM 11:01 AM 11:03 AM 11:15 AM 11:17 AM 11:29 AM 6 2/10/2025 Reading Number Time Start/ End (hh:mm) 10:35 AM 10:47 AM 5 Diameter of Boring Diameter of Casing Depth of Invert of BMP Elapsed Time time (mins) 1 Project Location: Earth Description Test By Liquid Description Measurement Method 11.10 58.00 57.00 56.50 55.50 10:49 AM 12 12 Boring/ Excavation Percolation Test Field Log Date 36 & 42 E Colorado Boulevard Arcadia, CA Boring/ Test Number P‐2 Alluvium 6"2" AN Depth of Boring 6' Tap Water 5' Sounder Depth of Water Table N/A Depth of Initial Water Depth (d1) 12" Time Interval Standard No Start Time for Standard 13 Mins2:25 PM 1:10 PM Stabilized Rate Achieved10.80 49.85 49.85 49.85 10.80 13 3:53 PM 3:55 PM 4:08 PM 10.8013 49.85 13 3:25 PM 4:25 PM Water Remaining In Boring (Y/N) Standard Time Interval Between Readings Start Time for Pre‐Soak 13 Water Drop During Standard Time Interval d (inches) Percolation Rate for Reading (in/hr) Soil Description / Notes / Comments 11.80 11.50 Med. brown, sand & silty sand (SP‐SM) Hydrologic Soil Group A 13 13 13 10.80 54.46 11.20 11.00 3:40 PM 7 8 9 4:38 PM 2 3 4 3:38 PM 4:10 PM 4:23 PM 2:53 PM 2:55 PM 3:08 PM 3:10 PM 3:23 PM 6 2/10/2025 Reading Number Time Start/ End (hh:mm) 2:25 PM 2:38 PM 5 Diameter of Boring Diameter of Casing Depth of Invert of BMP Elapsed Time time (mins) 1 Project Location: Earth Description Test By Liquid Description Measurement Method 10.90 53.08 51.69 50.77 50.31 2:40 PM 13 13 PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 10 IV. Source Control Measures Source control measures are designed to prevent pollutants from contacting stormwater runoff or prevent discharge of contaminated stormwater runoff or prevent discharge of contaminated stormwater runoff to the storm drain system and/or receiving water. This section describes structural-type, source control measures that must be considered for implementation in conjunction with appropriate non-structural source control measures, such as good housekeeping and employee training, to optimize pollution prevention. Source control measures should be implemented to the maximum extent practicable to mitigate pollutant mobilization from the project site in stormwater and non-stormwater runoff. A summary of the source control measures that should be implement for each type of project is summarized in the next table. Fact sheets for each source control will be presented after the table. For this project, S-1, S-8, and S-9 will be required. PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 11 Source Control Measure Fact Sheets PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 12 PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 13 PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 14 PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 15 PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 16 PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 17 V. Stormwater Quality Control Measures Stormwater quality control measures are required to augment site design principles and source control measures to reduce the volume of stormwater runoff and potential pollution loads in stormwater runoff to the maximum extent practicable. Stormwater quality control measures are designed to handle the frequent, smaller storm events, or the initial volume of stormwater runoff from large storm events (typically referred to as first flush events). The first flush of larger storm events is the initial period of the storm where stormwater runoff typically carries the highest concentration and loads of pollutants. Small, frequent storm events represent most of the total annual average precipitation in the County. Non-Designated Large scale Projects retain the ΔSWQDv on-site using retention-based stormwater quality control measures (infiltration and/or stormwater runoff harvest and use). Various factors must be considered when selecting stormwater quality control measures. In addition to retaining stormwater runoff on-site or treating to reduce target pollutants of concern, site considerations such as size of the drainage area, depth between the groundwater table and stormwater quality control measure, soil type and permeability, site slope, hydraulic head, size of stormwater quality control measure, and need for vegetation irrigation are important factors in selecting the appropriate stormwater quality control measure for a project site. Land requirements and costs to design, construct, and maintain stormwater quality control measures vary by type. Vector breeding considerations must also be addressed in selecting stormwater quality control measures because of the potential for nuisance and human health effects. General guidelines for selecting stormwater quality control measures are presented in the following table. Pretreatment must be provided for stormwater quality control measures whose function may be adversely affected by sediment or other pollutants. Pretreatment may also be provided to facilitate the routine removal of sediment, trash, and debris, and to increase the longevity of downstream stormwater quality control measures. Typical pretreatment options include presettling basins or forebays (small detention basins), vegetated swales, vegetated filter strips, hydrodynamic separators, oil/water separators, and catch basin inserts. For this project, an infiltration chamber will be used as the stormwater quality control measure. A catch basin filter insert shall be used for pretreatment. The maintenance requirement of the infiltration chamber is listed below. PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 18 PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 19 PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 20 PDS Studio Inc. LID Plan – 36&42 E Colorado Blvd, Arcadia, CA March 18, 2025 Cal Land Engineering, Inc. 576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 21 Cal Land Engineering, Inc. dba Quartech Consultants Geotechnical, Environmental, and Civil Engineering EARTHWORK CALCULATIONS PROVIDES DATE 03/18/2025 JOB ADDRESS: 36&42 E Colorado Blvd, Arcadia, CA91006 BY CAL LAND ENGINEERING, INC. CUT FILL CUT FILL CUT FILL 0-0 0.00 0.00 24.58 122.89 0.00 4.55 0.00 1-1 10.00 0.00 24.58 307.23 0.00 11.38 0.00 2-2 15.00 0.00 24.58 184.34 614.46 6.83 22.76 3-3 0.00 50.00 24.58 0.00 1843.38 0.00 68.27 4-4 0.00 100.00 24.58 0.00 2457.83 0.00 91.03 5-5 0.00 100.00 24.58 0.00 2703.62 0.00 10.80 0-0 0.00 120.00 TOTAL 147.47 614.46 7619.28 22.76 192.86 170 CYIMPORT/EXPORT: IMPORT SITE ADDRESS: 36&42 E Colorado Blvd, Arcadia, CA LOT AREA AREA(SF) VOLUME(CF) VOLUME(CY)SECTION DIST &DO/DQG(QJLQHHULQJ $VVRFLDWHV,QF /DQG6XUYH\LQJ*HRWHFKQLFDO(QYLURQPHQWDODQG&LYLO(QJLQHHULQJ 0DLOLQJ$GGUHVV(/DPEHUW5RDG%UHD&DOLIRUQLD7HO)D[ )HEUXDU\ 3'66WXGLR,QF6VW$YH$UFDGLD&$ $WWHQWLRQ 0U3KLOLS&KDQ 6XEMHFW5HSRUW RI *HRWHFKQLFDO (QJLQHHULQJ ,QYHVWLJDWLRQ 3URSRVHG 0XOWL)DPLO\5HVLGHQWLDO'HYHORSPHQW (&RORUDGR%RXOHYDUG$31 $UFDGLD&DOLIRUQLD&/(3URMHFW1R*( *HQWOHPHQ ,Q DFFRUGDQFH ZLWK \RXU UHTXHVW &DO /DQG (QJLQHHULQJ &/( LVSOHDVHG WR VXEPLW 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ulk Bag LOGGED BY: S: Standard Penetration Test R: Ring Sample 0 B SM 2.2 Silty sand, fine grained, light brown, slightly moist, few fine gravel Percent of fines: 27.6 2 R 28 SM 104.1 1.2 Silty sand, fine grained, light brown, slightly moist, medium dense 5 R 45 SP 108.2 2.6 Sand, coarse grained, medium brown, slightly moist, medium dense to dense Percent of fines: 2.5 10 R 81 SP/112.2 3.1 Sand and silty sand, coarse grained, brown, slightly moist, very dense SM Percent of fines: 5.9 Refusal @ 11 feet Refusal @ 11 feet due to hard material 15 Total Depth: 11.0 feet No Groundwater Hole Backfilled Hammer Driving Weight: 32 lbs 20 Hammer Driving Height: 48 inches 25 30 35 De p t h ( f t ) BORING LOG B‐1 2/4/2025 Hand Auger N/A HF 36 & 42 E Colorada Boulevard, Arcadia, California 25‐019‐001GE CalLand Engineering and Associates, Inc. PROJECT LOCATION: PROJECT NO.: Dr y U n i t W t . ( p c f ) Mo i s t u r e ( % ) Description of Material Sample Bu l k Un d i s t u r b e d Bl o w s / 1 2 " US C S S y m b o l PLATE A‐1 DATE DRILLED: SAMPLE METHOD: ELEVATION: B: Bulk Bag LOGGED BY: S: Standard Penetration Test R: Ring Sample 0 B SP 3.4 Sand, coarse grained, medium brown, slightly moist Percent of fines: 4.7 R 36 SP 105.2 2.9 Sand, coarse grained, medium brown, slightly moistm medium dense 5 R 64 SP 109.4 3.3 Sand, coarse grained, medium brown, slightly moist, dense Percent of fines: 2.2 Refusal @ 7 feet Refusal @ 7 feet due to hard material 10 Total Depth: 7 feet No Groundwater Hole Backfilled Hammer Driving Weight: 32 lbs 15 Hammer Driving Height: 48 inches 20 25 30 35 BORING LOG B‐2 PROJECT LOCATION: PROJECT NO.: Dr y U n i t W t . ( p c f ) Mo i s t u r e ( % ) Bu l k Un d i s t u r b e d Bl o w s / 1 2 " PLATE A‐2 25‐019‐001GE Hand Auger N/A HF Description of Material 36 & 42 E Colorada Boulevard, Arcadia, California 2/4/2025 CalLand Engineering and Associates, Inc. De p t h ( f t ) Sample US C S S y m b o l $33(1',;% /$%25$725<7(67,1* 'XULQJWKHVXEVXUIDFHH[SORUDWLRQ&/(SHUVRQQHOFROOHFWHGUHODWLYHO\XQGLVWXUEHGULQJVDPSOHV DQGEXONVDPSOHV7KHIROORZLQJWHVWVZHUHSHUIRUPHGRQVHOHFWHGVRLOVDPSOHV 0RLVWXUH'HQVLW\ 7KHPRLVWXUHFRQWHQWDQGGU\XQLWZHLJKWZHUHGHWHUPLQHGIRUHDFKUHODWLYHO\XQGLVWXUEHGVRLO VDPSOHREWDLQHGLQWKHWHVWERULQJVLQDFFRUGDQFHZLWK$670'VWDQGDUG7KHUHVXOWVRI WKHVHWHVWVDUHVKRZQRQWKHERULQJORJVLQWKHDWWDFKHG$SSHQGL[$ 6KHDU7HVWV 6KHDUWHVWVZHUHSHUIRUPHGLQDGLUHFWVKHDUPDFKLQHRIVWUDLQFRQWUROW\SHLQDFFRUGDQFHZLWK $670'VWDQGDUG7KHUDWHRIGHIRUPDWLRQZDVLQFKSHUPLQXWH6HOHFWHGVDPSOHV ZHUHVKHDUHGXQGHUYDU\LQJFRQILQLQJORDGVLQRUGHUWRGHWHUPLQHWKH0RKU&RXORPEVKHDU VWUHQJWKSDUDPHWHUVLQWHUQDOIULFWLRQDQJOHDQGFRKHVLRQ7KHVKHDUWHVWUHVXOWVDUHSUHVHQWHG LQWKHDWWDFKHG)LJXUHV &RQVROLGDWLRQ7HVWV &RQVROLGDWLRQWHVWVZHUHSHUIRUPHGRQVHOHFWHGXQGLVWXUEHGVRLOVDPSOHVLQDFFRUGDQFHZLWK $670'VWDQGDUG7KHFRQVROLGDWLRQDSSDUDWXVLVGHVLJQHGIRUDRQHLQFKKLJKVRLOILOOHG EUDVVULQJ/RDGVDUHDSSOLHGLQVHYHUDOLQFUHPHQWVLQDJHRPHWULFSURJUHVVLRQDQGWKHUHVXOWLQJ GHIRUPDWLRQVDUHUHFRUGHGDWVHOHFWHGWLPHLQWHUYDOV3RURXVVWRQHVDUHSODFHGLQFRQWDFWZLWK WKHWRSDQGERWWRPRIHDFKVSHFLPHQWRSHUPLWDGGLWLRQDQGUHOHDVHRISRUHIOXLG7KHVDPSOHV ZHUHLQXQGDWHGZLWKZDWHUDWDORDGRIWZRNLORSRXQGVNLSVSHUVTXDUHIRRWDQGWKHWHVWUHVXOWV DUHVKRZQRQWKHDWWDFKHG)LJXUHV ([SDQVLRQ,QGH[ ([SDQVLRQ,QGH[WHVWVZHUHFRQGXFWHGRQWKHH[LVWLQJRQVLWHQHDUVXUIDFHPDWHULDOVVDPSOHG GXULQJ&/(¶VILHOGLQYHVWLJDWLRQ7KHVHWHVWVDUHSHUIRUPHGLQDFFRUGDQFHZLWK$670' 7KHWHVWLQJUHVXOWVDUHSUHVHQWHGEHORZ 6DPSOH /RFDWLRQ ([SDQVLRQ ,QGH[ ([SDQVLRQ 3RWHQWLDO %#¶¶9HU\/RZ &RUURVLRQ3RWHQWLDO &KHPLFDOODERUDWRU\WHVWVZHUHFRQGXFWHGRQWKHH[LVWLQJRQVLWHQHDUVXUIDFHPDWHULDOVVDPSOHG GXULQJ&/(¶VILHOGLQYHVWLJDWLRQWRDLGLQHYDOXDWLRQRIVRLOFRUURVLRQSRWHQWLDODQGWKHDWWDFNRQ FRQFUHWHE\VXOIDWHVRLOV7KHVHWHVWVDUHSHUIRUPHGLQDFFRUGDQFHZLWK&DOLIRUQLD7HVW0HWKRG DQG7KHWHVWLQJUHVXOWVDUHSUHVHQWHGEHORZ 6DPSOH /RFDWLRQS+&KORULGH SSP 6XOIDWH E\ZHLJKW 0LQ5HVLVWLYLW\ RKPFP %#¶¶ 3HUFHQW3DVVLQJ6LHYH 3HUFHQWRIVRLOSDVVLQJVLHYHZDVGHWHUPLQHGIRUVHOHFWHGVRLOVDPSOHVLQDFFRUGDQFHZLWK $670'VWDQGDUG7KHWHVWUHVXOWVDUHSUHVHQWHGLQWKHIROORZLQJWDEOH 6DPSOH/RFDWLRQ3DVVLQJ %#¶±¶ 500 1.2 22.7 1000 1.2 22.2 2000 1.2 21.9 2/25 Arcadia, California DEPTH (FT)SAMPLE NO. N/A FIGURE 5 DIRECT SHEAR (ASTM D3080) CalLand Engineering and Associates, Inc. Land Surveying, Geotechnical, Environmental & Civil Engineering Project Address: APN: 5773‐002‐022 36 & 42 E. Colorado Blvd SM 140 34 FRICTION ANGLE (DEG)SYMBOL BORING NO. SAMPLE TYPE SOIL TYPE COHESION (PSF) □ Vertical Loads (PSF) Moisture Content Before Test (%) Moisture Content After Test (%) RINGB‐1 2.0 0 500 1000 1500 2000 2500 3000 3500 4000 0 500 1000 1500 2000 2500 3000 3500 4000 SH E A R S T R E S S ( P S F ) NORMAL PRESSURE (PSF) 2/25 108.2 0.557 FIGURE 6 CONSOLIDATION (ASTM D2435) CalLand Engineering and Associates, Inc. Land Surveying, Geotechnical, Environmental & Civil Engineering Project Address: APN: 5773‐002‐022 36 & 42 E. Colorado Blvd Arcadia, California INIT. DRY DENSITY (PCF) INIT. VOID RATIOSYMBOL BORING NO. SAMPLE NO. DEPTH (FT) ⃝B‐1N/A5 SOIL TYPE INIT. MOISTURE CONTENT (%) SP 2.6 ‐2 ‐1 0 1 2 3 4 5 6 7 8 9 10 0.1 1 10 100 DE F O R M A T I O N ( % ) COMPRESSIVE STRESS (KSF) SATURATED 2/25 112.2 0.502 FIGURE 7 CONSOLIDATION (ASTM D2435) CalLand Engineering and Associates, Inc. Land Surveying, Geotechnical, Environmental & Civil Engineering Project Address: APN: 5773‐002‐022 36 & 42 E. Colorado Blvd. Arcadia, California INIT. DRY DENSITY (PCF) INIT. VOID RATIOSYMBOL BORING NO. SAMPLE NO. DEPTH (FT) ⃝B‐1N/A10 SOIL TYPE INIT. MOISTURE CONTENT (%) SP‐SM 3.1 ‐2 ‐1 0 1 2 3 4 5 6 7 8 9 10 0.1 1 10 100 DE F O R M A T I O N ( % ) COMPRESSIVE STRESS (KSF) SATURATED $33(1',;& 3(5&2/$7,21),(/''$7$ Boring/ Excavation Percolation Test Field Log Date 36 & 42 E Colorado Boulevard Arcadia, CA Boring/ Test Number P‐1 Alluvium 6"2" AN Depth of Boring 6' Tap Water 5' Sounder Depth of Water Table N/A Depth of Initial Water Depth (d1) 12" Time Interval Standard No Start Time for Standard 12 Mins10:35 AM 9:31 AM Stabilized Rate Achieved10.90 55.00 54.50 54.50 10.90 12 11:57 AM 11:59 AM 12:11 PM 11.0012 54.50 12 11:31 AM 12:27 PM Water Remaining In Boring (Y/N) Standard Time Interval Between Readings Start Time for Pre‐Soak 12 Water Drop During Standard Time Interval d (inches) Percolation Rate for Reading (in/hr) Soil Description / Notes / Comments 11.90 11.60 Med. brown, sand & silty sand (SP‐SM) Hydrologic Soil Group A 12 12 12 10.90 59.50 11.40 11.30 11:45 AM 7 8 9 12:39 PM 2 3 4 11:43 AM 12:13 PM 12:25 PM 11:01 AM 11:03 AM 11:15 AM 11:17 AM 11:29 AM 6 2/10/2025 Reading Number Time Start/ End (hh:mm) 10:35 AM 10:47 AM 5 Diameter of Boring Diameter of Casing Depth of Invert of BMP Elapsed Time time (mins) 1 Project Location: Earth Description Test By Liquid Description Measurement Method 11.10 58.00 57.00 56.50 55.50 10:49 AM 12 12 Boring/ Excavation Percolation Test Field Log Date 36 & 42 E Colorado Boulevard Arcadia, CA Boring/ Test Number P‐2 Alluvium 6"2" AN Depth of Boring 6' Tap Water 5' Sounder Depth of Water Table N/A Depth of Initial Water Depth (d1) 12" Time Interval Standard No Start Time for Standard 13 Mins2:25 PM 1:10 PM Stabilized Rate Achieved10.80 49.85 49.85 49.85 10.80 13 3:53 PM 3:55 PM 4:08 PM 10.8013 49.85 13 3:25 PM 4:25 PM Water Remaining In Boring (Y/N) Standard Time Interval Between Readings Start Time for Pre‐Soak 13 Water Drop During Standard Time Interval d (inches) Percolation Rate for Reading (in/hr) Soil Description / Notes / Comments 11.80 11.50 Med. brown, sand & silty sand (SP‐SM) Hydrologic Soil Group A 13 13 13 10.80 54.46 11.20 11.00 3:40 PM 7 8 9 4:38 PM 2 3 4 3:38 PM 4:10 PM 4:23 PM 2:53 PM 2:55 PM 3:08 PM 3:10 PM 3:23 PM 6 2/10/2025 Reading Number Time Start/ End (hh:mm) 2:25 PM 2:38 PM 5 Diameter of Boring Diameter of Casing Depth of Invert of BMP Elapsed Time time (mins) 1 Project Location: Earth Description Test By Liquid Description Measurement Method 10.90 53.08 51.69 50.77 50.31 2:40 PM 13 13