Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
914-918 N Bewley St - REV 1 - Plan
Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR:REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh COVER IMAGE SHEET CS-0.1 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 PLAN CHECK -10/23/2023 03/24/25 Bldg #101118570-71 & 73 Elect #20182346-46 Plumb #30147016-17 Mech #40138921-22 APPROVALS : PLNG - C. Santana BLDG - A. So POLICE - B. Martin PUBLIC WORKS - Y. Soto 914-918 N Bewley St5/8/2025 AX.X.X X 1 A101 # 1 SHEET NUMBERING SYSTEM ROOM NAME and NUMBERING REFERENCE DETAIL REFERENCE BUILDING AND WALL SECTION REFERENCE EXTERIOR ELEVATION REFERENCE A1-1.1 STRUCTURAL GRID IDENTIFIER CENTERLINE WORK POINT CONTROL REVISION RADIUS Discipline Designation Drawing Type Designation Floor Level Room Number Detail Number Sheet Number Section Number Sheet Number Elevation Number Sheet Number (center of framing) Revision Number R=92'-4" (1) Radius Point Number Radius Dimension KEYNOTE REFERENCE 3.02 DEMOLITION NOTE REFERENCE DN.01 SHEET NOTE REFERENCE SN.01 a A101 b INTERIOR ELEVATION REFERENCE Grid Designation Sheet Sequence 101 Room Name Door Designation Accessory Designation Window Designation A 6" 6'-0" Stud Size Low Partition Height Wall Type A Acoustic Batt Insulation PROJECT LOCATION HAZARD AVE Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. #DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: SYMBOL LEGEND VICINITY MAP GENERAL NOTESABBREVIATIONS STATEMENT OF GENERAL CONFORMANCE SHEET INDEXSUPPLEMENTAL SUBMITTALS ARCHITECT: CONSULTANTS: OWNER: WESTGROUP DESIGNS 19900 MAC ARTHER BLVD, SUITE 1000 IRVINE, CA 92612 (949) 250-0880 PROJECT DIRECTORY SCOPE OF WORK Contact: PARTIAL LIST OF APPLICABLE CODES PARTIAL LIST OF APPLICABLE STANDARDS SITE LOCATION Contact: 23411 Yas Josh PROJECT INFORMATION CS-0.2 4/29/25 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 ILLUMINATION FOUNDATION BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 SHEET # SHEET NAME COVER SHEET CS-0.1 COVER IMAGE SHEET CS-0.2 PROJECT INFORMATION GENERAL G-1.1 ACCESSIBILITY STANDARDS G-1.2 ACCESSIBLE SIGNAGE STANDARDS G-2.1 RESIDENTIAL CALGREEN COMPLIANCE FORMS G-2.2 RESIDENTIAL CALGREEN COMPLIANCE FORMS G-5.1 CODE ANALYSIS G-5.2 CODE ANALYSIS ARCHITECTURAL A0-1.1 SITE DEMOLITION A0-2.1 SITE PLAN A0-3.1 SITE DETAILS A1-1.1 1ST FLOOR DEMOLITION PLAN A1-1.2 2ND FLOOR DEMOLITION PLAN A1-1.3 DEMO ROOF PLAN A1-1.4 1ST FLOOR DEMO RCP A1-1.5 2ND FLOOR DEMO RCP A2-1.1 1ST FLOOR IMPROVEMENT PLAN A2-1.2 2ND FLOOR IMPROVEMENT PLAN A2-1.3 ADU PLANS A2-1.4 IMPROVEMENT ROOF PLAN A2-2.1 1ST FLOOR FINISH PLAN A2-2.2 2ND FLOOR FINISH PLAN A3-2.1 1ST FLOOR RCP A3-2.2 2ND FLOOR RCP A4-1.1 EXTERIOR ELEVATIONS A4-1.2 EXTERIOR ELEVATIONS A4-1.3 EXTERIOR ELEVATIONS A4-1.4 EXTERIOR ELEVATIONS A4-1.5 EXTERIOR ELEVATIONS A4-2.1 BUILDING SECTIONS A5-1.2 UNIT 102 ENLARGED PLANS AND ELEVATIONS A5-1.3 UNIT 103 & 105 ENLARGED PLANS AND ELEVATIONS A5-1.4 UNIT 101 ENLARGED PLANS AND ELEVATIONS A5-1.5 UNIT 200-205 ENLARGED PLANS AND ELEVATIONS A5-1.6 ADU ENLARGED PLANS AND ELEVATIONS A6-1.1 DOOR SCHEDULE AND DETAILS A6-2.1 WINDOW SCHEDULE AND DETAILS A7-1.1 STAIRS PLANS, SECTIONS, AND DETAILS A8-1.1 EXTERIOR DETAILS A9-1.1 TYPICAL PARTITION TYPES AND DETAILS A9-2.1 MILLWORK DETAILS STRUCTURAL S1.00 S1.00 STRUCTURAL NOTES AND ABBREVIATIONS S1.01 S1.01 STRUCTURAL NOTES S2.00 S2.00 SITE PLAN S2.10 S2.10 ADU FOUNDATION AND ROOF FRAMING PLAN S2.20 S2.20 CANOPY FOUNDATION AND ROOF FRAMING PLAN S2.30 S2.30 STAIR FOUNDATION AND FRAMING PLAN S3.70 S3.70 STAIR SECTIONS AND DETAILS S4.00 S4.00 TYPICAL FOUNDATION DETAILS S4.30 S4.30 FOUNDATION SECTIONS AND DETAILS S5.50 S5.50 TYPICAL WOOD FRAMING DETAILS S5.55 S5.55 TYPICAL WOOD FRAMING DETAILS S5.63 5.63 ROOF SECTIONS AND DETAILS MECHANICAL M-0.1 GENERAL NOTES AND LEGENDS M-0.2 SCHEDULE AND DETAILS M-0.3 T-24 COMPLIANCE FORMS M-0.4 T-24 COMPLIANCE FORMS M-0.5 T-24 COMPLIANCE FORMS M-0.6 T-24 COMPLIANCE FORMS M-0.7 MANDATORY MEASURMENTS M-2.1 1ST FLOOR PLAN M-2.2 2ND FLOOR PLAN M-2.3 ADU PLANS ELECTRICAL E-0.1 ELECTRICAL SYMBOL LIST & ABBREVIATIONS E-0.2 ELECTRICAL SPECIFICATION E-0.3 SINGLE LINE DIAGRAM E-0.4 LOAD CALCULATION E-0.5 BUILDING A PANEL SCHEDULES E-0.6 BUILDING B PANEL SCHEDULES E-1.1 ELECTRICAL SITE PLAN E-2.1 BUILDING A UNITS FLOOR PLAN E-2.2 BUILDING B UNITS FLOOR PLAN PLUMBING P-0.1 GENERAL NOTES, LEGEND, AND SHEET INDEX P-0.2 CALCULATIONS & SCHEDULE P-1.1 SITE PLAN P-2.1 WASTE & VENT 1ST FLOOR PLAN P-2.2 WASTE & VENT 2ND FLOOR PLAN P-2.3 HOT & COLD WATER 1ST FLOOR PLAN P-2.4 HOT & COLD WATER 2ND FLOOR PLAN P-2.5 ADU PLUMBING PLANS P-3.1 PLUMBING RISER DIAGRAMS P-3.2 PLUMBING RISER DIAGRAMS CIVIL C.1 TITLE SHEET C.2 DEMOLITION PLAN C.3 EROSION CONTROL PLAN C.4 SIGNAGE AND STRIPING PLAN C.5 SIGNAGE AND STRIPING DETAILS C.6 SITE IMPROVEMENT PLAN C.7 SITE IMPROVEMENT DETAILS C.8 STORM DRAINAGE PLAN Property Line Perpendicular Centerline At Angle And& @ CL P Board Building Block Blocking Beam BottomBOT. BM. BLKG. BLK. BLDG. BD. C.B. CB. CEM. CER. C.I. C.L. CLG. CLKG. CAB.Cabinet Caulking Ceiling Chain Link Cast Iron Ceramic Cement Chalkboard Catch Basin CLR. COL. CONC. CONN. CONST. CONT. CORR.Corridor Continuous Construction Connection Concrete Column Clear C.J. C.M.U. Construction Joint/ Concrete Masonry Unit CenterCNTR./CTR. Dimension PointDIM.PT. DW. Dishwasher DIM. Dimension DET./DTL. Detail DiameterDIA./Ø Drinking Fountain Down Drain Inlet DownspoutDS. D.I. DN. D.F. DoubleDBL. E. East E.J. EQ. EQUIP. E.W.C. (E)/EXST. EMER. EA.Each Emergency Existing Electric Water Cooler Equipment Equal Expansion Joint ELEC.Electrical ElevationEL./ELEV. ExpansionEXP. ENCL. Enclosure EXT. Exterior Face of StudsF.O.S. Flat Head Machine ScrewF.H.M.S. F.O.C. Face of Concrete/Curb F.E. Fire Extinguisher Foundation Finish Floor Fiberboard Face of Finish Flat Head Machine Bolt Floor DrainF.D. F.H.M.B. F.O.F. FB. FL./FLR. FIN. FND. Fire AlarmF.A. FT.Foot/Feet FTG. Footing FurringFURR. F.R.P.Fiberglass Reinforced Panel F.F.E. Finish Floor Elevation FlashingFLASH. GalvanizedGALV. GR. Grade GroundGND. G.B. Grab Bar GaugeGA. G.I. Galvanized Iron G.S.M. Galvanized Sheet Metal GypsumGYP. Gypsum WallboardGYP.BD. L H./HT. Height HR.Hour (Fire Rating) Hose BibH.B. HorizontalHOR./HORIZ. HDR. Header HardwareHW. HardwoodHDWD. I.D. Inside Diameter IN. Inch INFO. Information InsulationINSUL. InteriorINT. JT.Joint JST. Joist JanitorJAN. KickplateKP. KitchenKIT. LAM. Laminate LAV.Lavatory Light WeightLT.WT. MaterialMAT'L. MECH. Mechanical ManholeMH. MTD. Mounted MTL. Metal MiscellaneousMISC. MIN. Minimum MAX. M.B. MEZZ. Mezzanine Machine Bolt Maximum MembraneMEMB. MFR. Manufacturer N.I.C. Not in Contract North NO./ Number Not to ScaleN.T.S. NominalNOM. (N)New REF. Reference R.H.W.S.Round Head Wood Screw RDWD. Redwood Rain Water Leader Reinforced R.W.L. REINF. Rough OpeningR.O. Roof Drain Required Return Room Rubber BaseR.B. RM. RET. REQ'D. R.D. PERF. P.LAM. PLYWD. P.M.F. PR. Pair Pressed Metal Frame Plywood Plastic Laminate Perforated Overall On Center Outside Diameter OverO/ O.D. O.C. OA. Prefabricated PartitionPTN./PART. PRE-FAB. S.D. SHR./SHWR. SHT. SIM. S.M.S. S. South Sheet Metal Screw Similar Sheet Shower Storm Drain SPEC. Specification S.M. Sheet Metal SquareSQ. SheathingSHTG. S.V. Sheet Vinyl SUSP. Suspended Symbol Street SYM. ST. StructuralSTRUCT. Stainless Steel Standard Steel StorageSTOR. STL. STD./STND. SST./S.S. TEL./TELE. THRES. THRU. T.O.C. Top of Curb Through Threshold Telephone T.O.P. Top of Pavement THK. Thick Top of Wall/Top of WalkT.O.W. TypicalTYP. T&G Tongue & Groove TB. Tackboard Unless Otherwise NotedU.O.N. V.C.T. Vinyl Composition Tile VerticalVERT. West/WidthW. WT. Weight W.W.M. Welded Wire Mesh Window Water Closet WDW. W.C. WainscotWSCT. With Wood Water Heater WithoutW/O W.H. WD. W/ YardYD. Cable T.V.CATV ContractorCONTR. F.G. Finish Grade GLU.LAM./G.L.B.Glue Laminated (Beam) Heating/VentilatingHVAC INV. Invert # PL. Plate OppositeOPP. O.H. Opposite Hand Vinyl Wall CoveringV.W.C. Control Joint Air Conditioning H.M. Hollow Metal F.E.C. Fire Extinguisher Cabinet F.H.W.S. Flat Head Wood Screw F.V.Field Verify Oval Head Wood ScrewO.H.W.S. Radius/RiserR. SectionSECT. Service SinkS.SK. ToiletT./TLT. Vertical Grain Douglas FirV.G.D.F. Corrugated Metal PipeC.M.P. DR. Door N. Exhaust FanE.F. PEN. Penetration P.V. Plumbing Vent D.A. Disabled Accessible PERP./ CustodianCUST. C.Y. Cubic Yard Cold WaterC.W. DrawingDWG. Electric Water HeaterE.W.H. Gas Water HeaterG.W.H. Lineal FeetL.F. Masonry OpeningM.O. DIAG. Diagonal T.S. Tube Steel PoundLBS./# Pressure Treated Douglas FirP.T./P.T.D.F. REFRIG. Refrigerator T.V. Television Top ofT.O. W.G. Wire Glass Y.D. Yard Drain Deep/DepthD. A.F.F. Above Finish Floor A.B. Aggregate Base Acoustical Area Drain Adjustable Aggregate Aluminum Automatic Architectural Audio Visual Asphalt ConcreteA.C. A.V. ARCH. AUTO. ALUM./AL. AGGR. ADJ. A.D. ACOUS. °Degree ClassroomC.R. MultipurposeM.P. PaintPT. Solid CoreS.C. Tempered ClearT.CLR. Tempered Low TransmissionT.L.T. Unless Noted OtherwiseU.N.O. Acoustical Ceiling TileACT Verify In FieldVIF 1. SEE INDIVIDUAL SHEETS FOR LEGEND DESCRIPTIONS AND SHEET NOTES. 2. "ARCHITECT" AS USED IN THESE DOCUMENTS REFERS TO: WESTGROUP DESIGNS. (949) 250-0880. 3. REFERENCE TO MAKES, BRANDS, AND MODEL IS TO ESTABLISH TYPE AND QUALITY DESIRED. WHERE "OR EQUAL" IS STATED, THE ARCHITECT SHALL DETERMINE ACCEPTABILITY. 4. "TYPICAL" OR "TYP" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.N.O. 5. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS & ORIENTATION ON PLANS & ELEVATIONS. 6. INSTALL ALL FINISH MATERIALS AND MANUFACTURED SYSTEMS PER THE MANUFACTURER’S INSTALLATION INSTRUCTIONS AS REQUIRED FOR THE JOB SPECIFIC APPLICATION. 7. VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. 8. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE ARCHITECT SHALL BE ASKED FOR CLARIFICATION. IF A CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS IS BROUGHT TO THE ATTENTION OF THE ARCHITECT AFTER AWARD OF BID, NO ADDITIONAL COST TO THE PROJECT SHALL BE INCURRED FOR CLARIFYING TO PROCEED PER THE DRAWINGS OR SPECIFICATIONS. 9. DIMENSIONS: a. DO NOT SCALE DRAWINGS. b. ALL DIMENSIONS ARE TO THE FACE OF STUD, OR FACE OF CONCRETE, OR CENTERLINE OF COLUMN, UNLESS NOTED OTHERWISE. c. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR TO FACE OF FINISH OF CEILING MATERIAL, UNLESS NOTED OTHERWISE. d. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. e. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE, UNLESS NOTED OTHERWISE. f. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 10. WHERE NOTED "V.I.F. " OR "VERIFY", THE DIMENSIONS ARE TO BE CHECKED IN THE FIELD. NOTIFY THE ARCHITECT IF THE FIELD DIMENSIONS ARE NOT SUITABLE FOR THE INTENDED PURPOSE. 11. VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS AND BASES AS WELL AS POWER AND WATER OR DRAIN INSTALLATIONS WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS OR SUBSTITUTIONS SHALL BE MADE WITHOUT ADDITIONAL CHARGES TO OWNER. 12. PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, AND SEALANT AS REQUIRED FOR PROPER INSTALLATION OF THE WORK. 13. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER PIPING AND CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS. NOTIFY THE ARCHITECT OF ANY POTENTIAL CLEARANCE CONFLICTS. 14. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY TYPE AND LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. 15. ALL BUILDING OR SITE CONSTRUCTION RUBISH AND DEBRIS SHALL BE REMOVED AND FLOORS SWEPT CLEAN ON A DAILY BASES; RUBISH AND DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE IN THE BUILDING OR ON SITE. NAME : JOHN KIM EMAIL : jkim@ifhomeless.org COMPANY : H2S ENGINEERS INC. ADDESS : 4095 E LA PALMA AVE, SUITE F ANAHEIM, CA 92801 CONTACT NAME : MONITA VERMA EMAIL : MVERMA@H2SENGINEERS.COM PHONE : 714-290-0718 PROJECT DESCRIPTION: 914 N BEWLEY STREET (PC# 101118570): REPAVE/RESTRIPE PAVING LOT (8 STALLS) AND REMOVE FENCE. 916 N BEWLEY STREET (PC# 101118571): DEMOLISHED THE UNPERMITTED SHEDS. CONSTRUCT AN ADU (425 SF) TO INCLUDE ONE BEDROOM, ONE BATHROOM, ONE LIVING ROOM, AND ONE KITCHEN. 918 N BEWLEY STREET (PC#101118573): REMOVE ALL PARTITION WALLS AND RECONFIGURE (11) UNITS TO BE: 1 -3-BEDROOM, 2-BATHROOM W/LAUNDRY 1 -3-BEDROOM, 1-BATHROOM W/LAUNDRY 7 -2-BEDROOM, 1-BATHROOM 2 -1-BEDROOM, 1-BATHROOM TOTAL UNIT (11) COUNT DOES NOT CHANGE REPLACE EXTERIOR STAIRS AND ADD AN ACCESSIBLE RAMP. (6,874 SF) TOTAL AREA: 7,299 SF NORT H VP OF INFRASTRUCTURE DEVELOPMENT MECHANICAL / ELECTRICAL / PLUMBING COMPANY : MHP ADDESS : 3900 COVER STREET, LONGBEACH, CA 90808 CONTACT NAME : SARAH WONDRASEK EMAIL : SWONDRASEK@MHPSE.COM PHONE : 562-985-3200 STRUCTURAL NAME: JOSHUA SMITH EMAIL: joshuas@westgroupdesigns.com ALL WORK SHALL CONFORM TO TITLE 24 OF THE CALIFORNIA CODE OF REGULATIONS 2022 EDITION PARTS 1 THROUGH 12: LIST OF APPLICABLR CODES 2022 CALIFORNIA ADMINSTRATIVE CODE (CAC), PART 1, TITLE 24 CCR 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR. 2022 CALIFORNIA ELECTRICAL CODE (CEC) , PART 3, TITLE 24 CCR 2022 CALIFORNIA MECHANICAL CODE (CMC) , PART 4, TITLE 24 CCR 2022 CALIFORNIA PLUMBING CODE (CPC) , PART 5, TITLE 24 CCR 2022 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 CCR. 2022 CALIFORNIA FIRE CODE (CFC) , PART 9, TITLE 24 CCR 2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR 2022 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN), PART 11, TITLE 24 CCR 2022 CALIFORNIA REFERENCE STANDARDS CODE, PART 12, TITLE 24 CCR. TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS APPLICABLE STANDARDS FOR A LIST OF APPLICABLE STANDARS, INCLUDING CALIFORNIA AMENDMENTS TO THE NFPA STANDARDS , REFER TO CBC CHAPTER 35 CFC CHAPTER 80 1 PLAN CHECK CORRECTIONS 02/18/2025 2 PLAN CHECK CORRECTIONS 03/14/2025 A CONSTRUCTION AUDIT 03/24/2025 4 PLAN CHECK CORRECTIONS 04/29/2025 A FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE SHALL BE COMPLETED BY A CALIFORNIA LICENSED LAND SURVEYOR OR CALIFORNIA REGISTERED CIVIL ENGINEER WHO IS AUTHORIZED TO PRACTICE LAND SURVEYING. THE COMPLETED ELEVATION CERTIFICATE MUST BE SUBMITTED TO THE BUILDING INSPECTOR AT THE TIME OF FOUNDATION INSPECTION, AND A FINAL CERTIFICATE MUST BE SUBMITTED AT THE TIME OF FINAL INSPECTION 4 914-918 N Bewley St5/8/2025 WATER CLOSET 36"L X 1½"Ø GRAB BAR, SEE 19 " 17 " T O 2' - 9 " 2' - 9 " 3' - 4 " M A X . 48"L X 1½"Ø GRAB BAR, SEE FLUSH MOUNTED CABINET WATER CLOSET 9" MAX. 7" MIN. FIRE ALARM PULL STATION FIRE EXTINGUISHER CABINET OF O P E R A B L E P A R T 48 " M A X . T O T O P OF H A N D L E 48 " M A X . T O T O P COUNTERTOP INSULATE HOT WATER & DRAIN PIPES 34 " M A X . 17" MIN. FOR CLEARANCES REFERENCE DETAIL: NOTE: FOR WHEEL CHAIR CLEARANCES REFERENCE DETAIL: NOTE: /13 G-1.1 /10 G-1.1 TO T O P L I P OF S I N K 19 " M I N . 12" MIN. 24" MIN. /8 G-1.1 /8 G-1.1 B.O. REFLECTIVE SURFACE REQ'D KNEE SPACE 1. NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY. 2. PROVIDE INSULATION WRAP FOR HOT WATER PIPE. 3. ALL KNEE & TOE AREAS ARE TO BE CLEAR. 4. MAXIMUM HEIGHT SHOWN TO TOP LIP OF SINK. NOTES: SEE NOTE NO. 2 TO C E N T E R L I N E 1' - 6 " M I N . 1'-5" MIN. 2'-1" MAX. 1. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. 2. SEE ENLARGED RESTROOM PLANS FOR FIXTURES REQUIRING THE 30 X 48 FLOOR SPACE. 9" M I N . BO T T O M O F B O W L 2' - 3 " M I N . 2' - 1 0 " M A X . 3' - 4 " 8" MIN. KNEE CLEARANCE 6" MAX. TOE CLEARANCE 25" MAX. CLEAR 17" MIN. CLEAR CLEAR FLOOR SPACE 8" 2' - 6 " 4' - 0" 2' - 5 " M I N . NOTES: 4' - 0 " M I N . MIN. 3' - 0" 1' - 0" PULL PUSH FRONT APPROACH 1' - 6" MIN. 5' - 0 " M I N . AT DOOR WITH CLOSER AND LATCH 2'-0" AT EXTERIOR SIDE OF EXTERIOR DOOR PULL SIDE APPROACH-HINGE 5' - 0 " M I N . PUSH MIN. 3' - 0" 4' - 0 " M I N . MIN. 1' - 10" * 3' - 8 " M I N . *AT DOOR WITH LATCH AND CLOSER 4' - 0" MIN. IN SERIES 4' - 0" MIN. SIDE APPROACH-LATCH 5' - 0 " M I N . MIN. 2' - 0" 4' - 0 " M I N . * 3' - 8 " M I N . MIN. 2' - 0" PUSH PULL FIN. FLR. DOOR HARDWARE 34 " M I N . - 4 4 " M A X . OP E R A B L E P A R T S 5' - 0 " M I N . C L E A R MIN. 4' - 0" SEE NOTE 1 DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE 3' - 0 " M I N . 12 " M I N . SE E N O T E 2 1' - 6 " 2' - 0" MIN. 3'-6" MIN.12" MAX. 1. 4'-11" MIN. CLEAR @ FLOOR MOUNT WATER CLOSET 4'-8" MIN. CLEAR @ WALL MOUNT WATER CLOSET 2. DESIGN REQUIREMENT 1'-6" (CODE ALLOWABLE 1'-5" TO 1'-7") NOTES: 30" x 48" CLEAR SPACE 4' - 0 " MI N . 8" 2' - 6" MIN. 3' - 0" FOR SECTION AND CLEAR SPACE SEE:/10 G-1.1 1/2" MAX. RADIUS 11" MIN. 1" 7" M A X NOTE:NOTED DIMENSIONS ARE FOR STAIR AND RISER MINIMUM AND MAXIMUMS - SEE STAIR DRAWINGS FOR ACTUAL REQUIREMENTS. G-1.1 7 CONTRASTING COLOR TO THE TREADS 2" MIN. SE E N O T E 2 3' - 0 " 12" + T MIN. 11" MIN. T SE E N O T E 2 3' - 0 " 1" MAX 4" MAX WARNING STRIPPING TYP. SEE NOTE 4. SE E N O T E 2 3' - 0 " SE E N O T E 2 3' - 0 " NOTE 3 12" MIN. NOTE 3 12" MIN. TOP LANDINGBOTTOM LANDING (2 ' - 3 " M A X . ) (2 ' - 3 " M A X . ) 1. ACCESSIBLE REQUIREMENTS ONLY. SEE STAIR DRAWING SHEETS FOR ACTUAL HANDRAIL, TREAD, AND RISER DESIGN. ALL HANDRAIL EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 2. DESIGN REQUIREMENT 3'-0" (CODE ALLOWABLE 34" TO 38") 3. AT TOP, LEVEL PORTION OF RAIL TO EXTEND HORIZONTALLY FROM FACE OF LANDING. AT BOTTOM, LEVEL PORTION OF RAIL TO BE AT A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. 4. AT EXTERIOR STAIRS PROVIDE WARNING STRIPE ON ALL TREADS NOTES: DETECTABLE WARNING STRIPS SHALL BE LOCATED AT ALL CURB RAMPS AND EXTEND FOR MINIMUM 36" IN THE DIRECTION OF TRAVEL FOR FULL WIDTH OF THE RAMP. COLOR YELLOW CONFORMING TO FEDERAL COLOR No. 33538, AS SHOWN IN TABLE IV OF STANDARD No. 595B. TYPICAL SECTION A-A AA . . .2 "MA X 2.35" 2. 3 5 " 3' - 0 " M I N . .45" @ TOP .90" @ BASE DI R E C T I O N O F P A T H O F T R A V E L TAPERED EDGES WHERE EXPOSED (TYP.) 1/4" MAX. VERTICAL OR FLUSH WITH PAVING. SIDE GRAB BAR EXTEND MIN. OF 24" BEYOND FRONT OF TOILET REAR GRAB BAR 3/4" = 1'-0"PLAN 1-1/2" BACKING TRACK STAINLESS STEEL GRAB BAR ROUND STAINLESS STEEL FLANGE AT WOOD STUD WALL: (3) #12 SMS. TO BACKING MIN 3" SMS. PENETRATION MIN. 2-1/4" INTO BACKING 12" MAX.48". 2' - 0 " . FINISHED FACE OF WALL 1' - 0 " . OF TOILET Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh ACCESSIBILITY STANDARDS G-1.1 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 GENERAL NOTES 3/8" = 1'-0" TYPICAL MOUNTING HEIGHTS 1 3/4" = 1'-0" CLEAR FLOOR SPACE AT ADA FIXTURES 10 1/4" = 1'-0" ADA DOORS AND GATES 11 1/2" = 1'-0" CLEARANCES AT WATER CLOSET 13 1/2" = 1'-0" ADA SINK CABINET 15 3" = 1'-0" STAIR TREAD 7 1" = 1'-0" STAIR REQUIREMENTS 2 3" = 1'-0" TRUNCATED DOMES 16 1. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 2. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER-OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET IS WITHIN THE ABOVE MENTIONED FORCE REQUIREMENTS. 3. GRAB BAR SHALL BE 1¼" -1½" DIAMETER OR THE SHAPE PROVIDING EQUIVALENT GRIPPING SURFACE. CLEARANCE BETWEEN GRAB BAR AND WALL SHALL BE 1½" WIDE. 4. GRAB BAR SHALL BE SMOOTH. EDGES SHALL HAVE RADIUS OF 1/8" MINIMUM. 5. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: a. BENDING STRESS IN GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAT THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. b. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. c. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250-LB POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. d. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 6. SURFACE OF WALL ADJACENT TO GRAB BAR SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. 7. OPERABLE PARTS (INCLUDING COIN SLOTS) OF ALL FIXTURES OR ACCESSORIES SHALL BE LOCATED A MAXIMUM OF 40" ABOVE FINISH FLOOR. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE 5 LBS. MAXIMUM. TOILET COMPARTMENTS 1. COMPARTMENT DOOR TO ACCESSIBLE FIXTURE MUST COMPLY WITH DOOR MANEUVERING REQUIREMENTS, AND IN NO CASE SHALL THE SPACE IMMEDIATELY OUTSIDE OF THE WATER CLOSET COMPARTMENT DOOR BE LESS THAN 48" MEASURED PERPENDICULAR TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. 2. STALL DOOR MUST BE SELF-CLOSING, AND HAVE U-PULLS ON BOTH SIDES. IF PROVIDED, THE LOCKING MECHANISM MUST BE ACCESSIBLE, NOT REQUIRING GRASPING, PINCHING OR TURNING OF THE WRIST. 3. DOORS, OTHER THAN THE DOOR TO THE ACCESSIBLE COMPARTMENT, CANNOT SWING INTO THE WHEELCHAIR TURNING SPACE BY MORE THAN 12". 4. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" AND A MAXIMUM OF 19" MEASURED TO THE TOP OF THE TOILET SEAT. 5. FLUSH CONTROLS SHALL BE OPERABLE BY AN OSCILLATING HANDLE WITH A MAXIMUM OPERATING FORCE OF 5 LBS. OR BY A REMOTE LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON SHALL BE LOCATED SO THEY ARE OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. 6. FLUSH VALVE SHALL BE ON WIDE SIDE OF TOILET AREA. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING. ELECTRICAL 1. CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL COMPLY WITH THE FOLLOWING: a. THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. b. UNOBSTRUCTED FORWARD OR SIDE REACH SHALL BE 48" MAXIMUM AND 15" MINIMUM ABOVE THE FINISH FLOOR OR GRADE. c. OBSTRUCTED FORWARD REACH DEPTH OF 20" OR LESS SHALLL BE 48" HIGH MAXIMUM. OBSTRUCTED FORWARD REACH DEPTH GREATER THAN 20" SHALL BE 44" HIGH MAXIMUM WITH A MAXIMUM OBSTRUCTED REACH DEPTH OF 25". d. OBSTRUCTED SIDE REACH DEPTH OF 10" OR LESS SHALLL BE 48" HIGH MAXIMUM. OBSTRUCTED SIDE REACH DEPTH GREATER THAN 10" SHALL BE 46" HIGH MAXIMUM WITH A MAXIMUM OBSTRUCTED REACH DEPTH OF 24" MAXIMUM. 3" = 1'-0" TYPICAL GRAB BAR RAILS 8 FO R C O N S T R U C T I O N 03/24/25 914-918 N Bewley St5/8/2025 80 " TO F I N . GR A D E CENTER LINE OF PARKING STALL PORCELAIN ON STEEL REFLECTORIZED SIGN (2) 1/4" DIAMETER THROUGH BOLTS W/ WASHERS INTERNATIONAL SYMBOL OF ACCESSIBILITY 1 1/2" DIAMETER GALV. STEEL PIPE SET IN 12" DIAMETER CONCRETE FOOTING MINIMUM FINE $250 TEXT HEIGHT 2" TYP. 3/4" SPACING ALL SIDES TYP. 9" TY P . 3/ 4 " ACCESSIBLE CAR - B /2 G-1.2 1' - 4 " 10" ACCESSIBLE RESTROOMS WALL SIGN 60 " TO F I N . S U R F A C E 1' - 4 " 10" ACCESSIBLE PATH POST SIGN 1' - 0" 36 " SU R F A C E 80 " T O F I N . 1 ½" DIAMETER GALVANIZED STEEL PIPE SET IN 12" DIAMETER CONCERETE FOOTING (2) ¼" DIA. THROUGH BOLTS W/ WASHERS PORCELAIN ON STEEL REFLECTORIZED SIGN (OR EQUIVALENT) ROUNDED 1/8" AT CORNER, TYP. INTERNATIONAL SYMBOL OF ACCESSIBILITY /2 G-1.2 3' - 0" 3' - 0 " WHITE PAINT STRIPE 4" WIDE TYP. SEE PAVEMENT MARKING NOTES WHITE PAINT SYMBOL, SEE NOTE:SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND. DOUBLE COAT TYP. OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36 INCHES HIGH BY 36 INCHES WIDE. PAVEMENT MARKINGS: 1. PAINTED LINES AND MARKINGS ON PAVEMENT SHALL BE 4" MINIMUM WIDE AND BLUE IN COLOR EQUAL TO COLOR NO. 15090 PER FEDERAL STANDARD 595B. /2 G-1.2 BLUE PAINT BACKGROUND (COLOR # 15090 IN FEDERAL STD. 595C) 80 " TO F I N . GR A D E CENTER LINE OF PARKING STALL PORCELAIN ON STEEL REFLECTORIZED SIGN (2) 1/4" DIAMETER THROUGH BOLTS W/ WASHERS INTERNATIONAL SYMBOL OF ACCESSIBILITY 1 1/2" DIAMETER GALV. STEEL PIPE SET IN 12" DIAMETER CONCRETE FOOTING MINIMUM FINE $250 VAN ACCESSIBLE TEXT HEIGHT 2" TYP. 3/4" SPACING ALL SIDES TYP. 9" 6" AT VAN SPACE, PROVIDE VAN ONLY SIGN TY P . 3/ 4 " ACCESSIBLE VAN - A /2 G-1.2 - - (xxx) xxx-xxxx METAL REFLECTORIZED SIGN, TEXT WORDING PER CBC 11B-502.8 1" MIN. HEIGHT WHITE LETTERING ON BLUE BACKGROUND UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: OR BY TELEPHONING 80 " TO P A V I N G VERIFY ADDRESS AND TELEPHONE NUMBER PRIOR TO INSTALLATION. ALL LETTERING SHALL BE A PERMANENT PART OF SIGN 1 1/2" DIA. GALVANIZED STL. PIPE SET IN 12" DIA. CONC. FOOTING 1'-5" MIN. 1' - 1 0 " M I N . SITE ENTRY SIGN - C BLUE COLOR #15090 IN FEDERAL STD. 595C DISPLAY CONDITIONS PROPORTIONS ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH A WHITE FIGURE ON BLUE, 6" SQUARE MIN. FOR DIRECTIONAL SIGNAGE ACCESSIBLE RESTROOMS WHITE T-SHAPED TURNING SPACE SIZE OF CLEAR FLOOR SPACE CIRCULAR TURNING SPACE MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH BASE AR M AR M MIN. 5' - 0" 4' - 0" MIN. 2' - 6 " M I N . 5' - 0" MIN. 5' - 0 " M I N . 3' - 0 " M I N . 2' - 0 " M I N . MIN. 1' - 0"3' - 0" MIN. MIN. 1' - 0" 36" MIN. 60" MIN. X> 1 5 " X> 2 4 " SIZE AND POSITION OF CLEAR FLOOR SPACE 4' - 0" MIN. 2' - 6 " M I N . (A) FORWARD 48 " M I N . 30" MIN. (B) PARALLEL (A) (B) (A)(B) UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACHUNOBSTRUCTED HIGH SIDE REACH 15 " M I N . 4' - 0 " M A X . 20" MAX. 4' - 0 " M A X . 3' - 8 " M A X . >20"-25" MAX. 4' - 0 " M A X . MI N . 1' - 3 " 10" MAX.10" MAX. 4' - 0 " M A X . 2' - 1 0 " M A X . MA X . 2' - 1 0 " MA X . 3' - 1 0 " 24" MAX. >10"- (A) 180 DEGREE TURN (B) 180 DEGREE TURN (EXCEPTION) CLEAR WIDTH OF AN ACCESSIBLE ROUTE CLEAR WIDTH AT TURN 4' - 0 " M I N . MIN. 3' - 6" X < 48" MIN. 3' - 6" MIN. 3' - 0" MIN. 3' - 0" X < 48" 5' - 0 " M I N . MI N . 2' - 8 " 3' - 0 " M I N . MAX. 2' - 0" MIN. 4' - 0" MAX. 2' - 0" 3' - 0 " M I N . MI N . 2' - 8 " (A) ELEVATION (B) PLAN (A) ELEVATION (B) PLAN TOE CLEARANCE KNEE CLEARANCE (C) ELEVATION @ LAVATORY 9" M I N . MAX. 6" 17"-25" MI N . 2' - 6 " MIN. 8" MI N . 27 " . 9" M I N . MIN. 11" 25" MAX. MI N . 2' - 6 " 9" M I N . MIN. 11" MI N . 27 " . 29 " M I N . MIN. 8" 15 " M A X . 14 " M I N . 16" MAX. 15" MIN. SE A T W A L L (A) SIZE SE A T W A L L (B) DISTANCE FROM WALL 1 1 / 2 " M A X . 2 1/2" MAX. NOTE: TOP OF THE SEAT SHALL BE 17" MINIMUM AND 19" MAXIMUM ABOVE THE FINISH FLOOR. WHEN FOLDED, THE SEAT SHALL EXTEND 6" MAXIMUM FROM THE MOUNTING WALL. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. (B)(A) PROTRUSION LIMITS POST MOUNTED PROTRUDING OBJECTS VERTICAL CLEARANCE NOTE: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4½" MAXIMUM. 27 " M A X . 80 " M I N . X > 12" X > 12" 80 " M I N . 27 " M A X . 80 " M I N . 4" MAX. 27 " M I N . 12" MAX.12" MAX. 80 " M A X 27 " M I N . ADJOINING SURFACE MAXIMUM SLOPE 1:20 CURB RAMP SLOPE FLARED SIDES 1:10 MAX SLOPE CURB RAMP AT ISLAND CUT THROUGH AT ISLAND COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS NOTES: 1. ALL CURB RAMPS AND BLENDED TRANSITIONS SHALL HAVE DETECTABLE WARNINGS PER: DIAGONAL OR CORNER TYPE CURB RAMPS LANDINGS AT THE TOP OF CURB RAMPS SIDES OF CURB RAMPS PARALLEL CURB RAMPS RAMP AT LEAST AS WIDE AS CURB 48 " M I N . 48 " M I N . 48" MIN. 48" M I N . 24" MIN. 48 " M I N . 60" MIN. 24" MIN./16 G-1.1 LANDSCAPE OR PAVEMENT, WHERE OCCURS WITHIN THE LOADING AND UNLOADING ACCESS AISLE PAINT THE WORD "NO PARKING" IN 12" HIGH LETTERS MIN. NOTE: PAINT DIRECTIONAL ARROWS AT DRIVEWAY AND ENTRY PARKING AS REQUIRED PER CITY STANDARDS 0" CONCRETE CURB CONCRETE CURB CONCRETE WHEEL STOP 4" WIDE STRIPE PAINTED BLUE 4" WIDE STRIPING PAINTED WHITE, TYP. SLOPE 8% MAX. REGULAR 9' - 0" 2' - 0 " TYP 3' - 0 " ACCESSIBLE 9' - 0" * 8'-0" @ VAN 5'-0" TYP. 4' - 0 " M I N . 3' - 0" 18 ' - 0 " 18 ' - 0 " NO PARKING ACCESSIBLE PARKING IDENTIFICATION SIGN AT EACH ACCESSIBLE STALL *VAN SPACES SHALL BE PERMITTED TO BE 108" WIDE MIN. WHERE ACCESS AISLE IS 96" WIDE MIN. INTERNATIONAL SYMBOL OF ACCESSIBILITY, MIN. 36"x36" Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh ACCESSIBLE SIGNAGE STANDARDS G-1.2 FO R C O N S T R U C T I O N PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1 1/2" = 1'-0" ACCESSIBLE DIRECTIONAL SIGNAGE 5 1" = 1'-0" ACCESSIBLE PARKING SYMBOL 1 1 1/2" = 1'-0" ACCESSIBLE PARKING IDENTIFICATION SIGNS 3 12" = 1'-0" ACCESSIBLE INTERNATIONAL SYMBOL 2 SITE SIGNAGE 1. EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQ. INCHES IN AREA AND WHEN IN A PATH OF TRAVEL SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. 2. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17" BY 22" IN SIZE WITH LETTERING NOT LESS THAN 1" IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: ____ OR BY TELEPHONING ____." NOTE: BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. 1/2" = 1'-0" CLEAR FLOOR/GROUND REQUIREMENTS 11 1/4" = 1'-0" ACCESSIBLE REACH REQUIREMENTS 10 1/4" = 1'-0" ACCESSIBLE CLEAR WIDTH REQUIREMENTS 9 1/4" = 1'-0" KNEE & TOE CLEARANCE 6 1/2" = 1'-0" L-SHAPED SHOWER SEAT 13 1/4" = 1'-0" PROTRUDING OBJECTS 14 1/4" = 1'-0" ACCESSIBLE CURB RAMPS 16 3/16" = 1'-0" PARKING STRIPING REQUIREMENTS - TWO STRIPS 15 03/24/25 914-918 N Bewley St5/8/2025 REF REF REF REF W/D W/D W/D W/D UP DN UP W/D REF RE F WH WH xx' xx' OCCUPANCY # WIDTH REQUIRED WIDTH PROVIDED XX 0" 0" OCCUPANCY NUMBER DOOR WIDTH REQUIRED DOOR WIDTH PROVIDED COMBINED ROOM OCCUPANT LOAD INDIVIDUAL ROOM OCCUPANT LOAD ROOM NAME SQUARE FOOTAGE OCCUPANT LOAD OCCUPANT LOAD FACTOR OCCUPANCY GROUP 0 0 COMMON PATH OF EGRESS TRAVEL EXIT ACCESS TRAVEL DISTANCE ROOM NUMBER RM XXX X-1 X,XXX SF 1: XXX XX ROOM NAME (E) WALL TO REMAIN, SEE FLOOR PLANS 1 HR FIRE RATED WALL, SEE FLOOR PLAN NON-RATED WOOD STUD WALL: WOOD STUDS @ 16" O.C., UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 1: 50 SF (E) STORAGE 1 R-2 200 RM x 1: 126 SF LIVING ROOM 1 R-2 200 RM x 1: 111 SF BEDROOM 1 R-2 200 RM x OPEN PATIO 1: 1026 SF UNIT 100 5 R-2 200 RM 100 5 1: 608 SF UNIT 102 3 R-2 200 RM 101 3 1: 399 SF UNIT 105 2 R-2 200 RM 102 2 1: 401 SF UNIT 103 2 R-2 200 RM 104 2 1: 811 SF UNIT 101 4 R-2 200 RM 105 4 8' 12' 26' 11' 13' 18' 1: 101 SF KITCHEN 1 R-2 200 RM x 1 10' 5' 1 3 19'16' 17' 21' 7' LIVING ROOM BEDROOM BATHROOM BEDROOM BEDROOM KITCHEN BATHROOM BATHROOM BEDROOM LIVING ROOM BEDROOM KITCHEN LIVING ROOM LIVING ROOM LIVING ROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM KITCHEN KITCHEN KITCHEN BATHROOM BATHROOM BATHROOM CLOSET DINING ROOM DINING ROOM PWDR BATHROOM BUILDING A BUILDING B CONSTRUCTION TYPE SEPARATED OCCUPANCIES PER 508.4 TYPE V-B SPRINKLERED MAIN OCCUPANCY ANCILLARY OCCUPANCIES NON-SPRINKLERED R-2 (RESIDENTIAL) MIXED OCCUPANCY SEPARATION TYPE PER CBC 508 ALLOWABLE HEIGHT (# OF STORIES) GROUP R-2 40 FT (2 STORIES) ACTUAL BUILDING EXISTING 2 STORY BUILDING BUILDING A CRAWL SPACE (NON-HABITABLE) FIRST FLOOR SECOND FLOOR TOTAL 3,466 SF (1,652 SF) 1,762 SF 1,704 SF PER CBC 508.2.3-4 ACCESSORY OCCUPANCIES ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10% OF THE FLOOR AREA PER STORY. NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND THE MAIN OCCUPANY. PER CBC TABLE 508.4 SEPARATED OCCUPANCIES BETWEEN OCCUPANCIES U AND R: (SPRINKLERED) = 1 HR SEPARATION REQUIRED PER CBC 1004.5 -OCCUPANT LOAD FACTOR RESIDENTIAL = 200 OCC./SF PER CBC 1005.3 -EGRESS WIDTH SIZING STAIRWAYS = .3" FACTOR PER OCC. (.2" FACTOR W/ SPRINKLERS) DOORS = .2" FACTOR PER OCC. (.15" FACTOR W/ SPRINKLERS) PER CBC 1006.2.1 -COMMON PATH OF EGRESS TRAVEL AND EXIT ACCESS DOORWAYS FOR OCCUPANCY GROUPS R-3: COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 125'-0" FOR BUILDINGS EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM. -PATH OF EGRESS PROPOSED FOR COMMON PATH OF TRAVEL DOES NOT EXCEED 125'-0". GROUP R-3: (2) EXITS SHALL BE PROVIDED FOR OCCUPANT LOADS OVER 20. -MORE THAN 2 EXITS PROVIDED PER CBC 1007.1.1 -EXIT ACCESS DOORWAYS FOR BUILDINGS EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEMS, EXIT DOORS SHALL BE PLACED A DISTANCE APART OVER 1/3 THE OVERALL DIAGONAL DIMENSION. -EXIT DISTANCES GREATER THAN 1/3 THE DIAGONAL PER CBC 1010.1.10 PANIC HARDWARE ELECTRICAL ROOMS WITH 800+ AMP EQUIPMENT AND OVER 6’WIDE AND THAT CONTAIN OVERCURRENT DEVICES REQUIRE PANIC HARDWARE AND DOORS TO SWING IN THE DIRECTION OF EGRESS. PER CBC 1010.1.2 DOOR SWING EGRESS DOORS SHALL BE PIVOT/HINGE SWINGING TYPE. PER CBC 1010.1.2.1 DIRECTION OF SWING DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE. PER CBC 1017.2 -EXIT ACCESS TRAVEL DISTANCE FOR BUILDINGS EQUIPED THROUGHOUT WITH AUTOMATED FIRE SPRINKLERS, EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED: GROUP R = 250' FIRE RESISTANCE RATING (TABLE 601) PRIMARY STRUCTURAL FRAME 0 HR BEARING WALLS 0 HREXTERIOR INTERIOR 0 HR NON BEARING WALLS & PARTITIONS EXTERIOR INTERIOR FLOOR CONSTRUCTION & SECONDARY MEMBERS ROOF CONSTRUCTION & SECONDARY MEMBERS 0 HR* 0 HR 0 HR 0 HR *RATED WHERE REQUIRED BY TABLE 602 EXTERIOR WALL OPENINGS (TABLE 705.8) 15' TO LESS THAN 20' -UNPROTECTED, SPRINKLERED FIRE SEPARATION DISTANCE: 20' TO LESS THAN 25' -UNPROTECTED, SPRINKLERED MAXIMUM OPEN AREA: EXTERIOR WALL FIRE RESISTANCE (TABLE 705.5) 0' TO LESS THAN 5' FIRE SEPARATION DISTANCE: 5' TO LESS THAN 10' REQ. RATING FOR OCCUPANCY "R" AND BUILDING TYPE V-B 10' TO LESS THAN 15' -UNPROTECTED, SPRINKLERED 1 HR 15% 25% NO LIMIT 10' TO LESS THAN 30' 30' AND GREATER 1 HR 0 HR 0 HR 5' TO LESS THAN 10' -UNPROTECTED, SPRINKLERED 10% 25' TO LESS THAN 30' -UNPROTECTED, SPRINKLERED NO LIMIT 30' OR GREATER -UNPROTECTED, SPRINKLERED NO LIMIT TOTAL BUILDINGS R-2 OCCUPANCY 7,299 SF ALLOWBLE AREA PER TABLE 506.2 ALLOWABLE AREA PER TABLE 506.2 = 7,000 (At) SINGLE OCCUPANCY BUILDINGS (506.2.1) Aa = At + (NS X If) Aa = 7,000 + (7,000 X 0.25) Aa = 8,750SF If = PERCENTAGE OF YARDS OF OVER 30 FEET TOTAL PERIMETER = 283' -1" YARDS OVER 30 FEET = 138' -5" PERCENTAGE OF PERIMETER WITH YARDS OVER 30 FEET = 0.49 (25 -50% = 0.25) BUILDING B CRAWL SPACE (NON-HABITABLE) FIRST FLOOR SECOND FLOOR TOTAL 3,408 SF (1,652 SF) 1,704 SF 1,704 SF ADU BUILDING 1 STORY TOTAL AREA : 425 SF. TWO OR MORE BUILDINGS ON THE SAME LOT CAN BE CONSIDERED AS PORTION OF ONE BUILDING WHERE THE BUILDING HEIGHT, NUMBER OF STORIES OF EACH BUILDING, AND THE AGGREGATE BUILDING AREA OF THE BUILDINGS ARE WITHIN THE LIMITATIONS SPECIFIED IN SECTIONS 504 AND 506 (CBC SECTION 503.1.2). WATER CLOSETS 13 EXISTING PROPOSED 14 LAVATORIES 13 14 SHOWERS/TUBS 12 13 SINKS 11 12 WASHER/DRYER 2 12 ADDITIONAL FIXTURE COUNT DUE TO A.D.U. ADDITION Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh CODE ANALYSIS G-5.1 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND GENERAL NOTES 1. SEE GENERAL SHEETS FOR ACCESSIBLE SIGNAGE REQUIREMENTS AND NOTES. 2. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED NOT LESS THAN 30”NOR MORE THAN 44”A.F.F. AND SHALL BE OPERABLE WITH A SINGLE EFFORT NOT REQUIRING GRASPING OF THE OPENING HARDWARE. 3. THE FORCE FOR INTERIOR DOORS WITHOUT CLOSERS SHALL NOT EXCEED 5 POUNDS. ALLOWABLE CLOSURE PRESSURE FOR OTHER DOORS SHALL BE: 1.5 LBS. FIRE DOORS 8.5 LBS. EXTERIOR DOORS 4. THRESHOLDS SHALL NOT EXCEED 1/2" IN TOTAL HEIGHT WITH A 1/4" MAXIMUM VERTICAL EDGE AND A CHANGE IN LEVEL NOT GREATER THAN 1:2. 5. THE BOTTOM 10”OF DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. 6. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS SHALL BE EQUIPPED WITH SINGLE ACTION NO- KNOWLEDGE HARDWARE. TWO ACTIONS SHALL NOT BE ACCEPTABLE. 7. ELECTRONIC STRIKE MUST RELEASE ON ACTIVATION OF FIRE ALARM PER CBC. ALSO TWO WAY COMMUNICATION SYSTEM PER SAME. 1/4" = 1'-0" 1st FLOOR - CODE ANALYSIS 1 ROOM OCCUPANCY SCHEDULE CODE ANALYSIS RM OCCUPANCY SCHEDULE - 1ST ROOM #ROOM NAME AREA OCC. TYPE OCC. LOAD OCC # 100 UNIT 100 1026 SF R-2 200 5 101 UNIT 102 608 SF R-2 200 3 102 UNIT 105 399 SF R-2 200 2 104 UNIT 103 401 SF R-2 200 2 105 UNIT 101 811 SF R-2 200 4 TOTALS 16 NORT H PLUMBING FIXTURE COUNT 1 PLAN CHECK CORRECTIONS 02/18/2025 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 4 PLAN CHECK CORRECTIONS 04/29/2025 4 914-918 N Bewley St5/8/2025 REF W/D W/D W/D W/D W/D W/D DN DN REF REF REF REF REF 4' - 0 " 7' - 9 " 1: 536 SF UNIT 201 3 R-2 200 RM 106 1: 548 SF UNIT 202 3 R-2 200 RM 107 1: 534 SF UNIT 203 3 R-2 200 RM 108 1: 539 SF UNIT 204 3 R-2 200 RM 109 1: 544 SF UNIT 205 3 R-2 200 RM 110 1: 534 SF UNIT 206 3 R-2 200 RM 111 3 3 3 3 3 3 10' 15' 13' 4' 10' 15' 12' 4' 4' 6 4' 15' 11' LIVING & DINING ROOM BEDROOM BATHROOM KITCHEN BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING & DINING ROOM LIVING & DINING ROOM LIVING & DINING ROOM LIVING & DINING ROOM LIVING & DINING ROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM KITCHEN KITCHENKITCHEN KITCHEN KITCHEN 50' - 10 1/2" 16'4' 16' 12 xx' xx' OCCUPANCY # WIDTH REQUIRED WIDTH PROVIDED XX 0" 0" OCCUPANCY NUMBER DOOR WIDTH REQUIRED DOOR WIDTH PROVIDED COMBINED ROOM OCCUPANT LOAD INDIVIDUAL ROOM OCCUPANT LOAD ROOM NAME SQUARE FOOTAGE OCCUPANT LOAD OCCUPANT LOAD FACTOR OCCUPANCY GROUP 0 0 COMMON PATH OF EGRESS TRAVEL EXIT ACCESS TRAVEL DISTANCE ROOM NUMBER RM XXX X-1 X,XXX SF 1: XXX XX ROOM NAME (E) WALL TO REMAIN, SEE FLOOR PLANS 1 HR FIRE RATED WALL, SEE FLOOR PLAN NON-RATED WOOD STUD WALL: WOOD STUDS @ 16" O.C., UNLESS OTHERWISE NOTED. SEE FLOOR PLANS CONSTRUCTION TYPE SEPARATED OCCUPANCIES PER 508.4 TYPE V-B SPRINKLERED MAIN OCCUPANCY ANCILLARY OCCUPANCIES NON-SPRINKLERED R-2 (RESIDENTIAL) MIXED OCCUPANCY SEPARATION TYPE PER CBC 508 ALLOWABLE HEIGHT (# OF STORIES) GROUP R-2 40 FT (2 STORIES) ACTUAL BUILDING EXISTING 2 STORY BUILDING BUILDING A CRAWL SPACE (NON-HABITABLE) FIRST FLOOR SECOND FLOOR TOTAL 3,466 SF (1,652 SF) 1,762 SF 1,704 SF PER CBC 508.2.3-4 ACCESSORY OCCUPANCIES ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10% OF THE FLOOR AREA PER STORY. NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND THE MAIN OCCUPANY. PER CBC TABLE 508.4 SEPARATED OCCUPANCIES BETWEEN OCCUPANCIES U AND R: (SPRINKLERED) = 1 HR SEPARATION REQUIRED PER CBC 1004.5 -OCCUPANT LOAD FACTOR RESIDENTIAL = 200 OCC./SF PER CBC 1005.3 -EGRESS WIDTH SIZING STAIRWAYS = .3" FACTOR PER OCC. (.2" FACTOR W/ SPRINKLERS) DOORS = .2" FACTOR PER OCC. (.15" FACTOR W/ SPRINKLERS) PER CBC 1006.2.1 -COMMON PATH OF EGRESS TRAVEL AND EXIT ACCESS DOORWAYS FOR OCCUPANCY GROUPS R-3: COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 125'-0" FOR BUILDINGS EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM. -PATH OF EGRESS PROPOSED FOR COMMON PATH OF TRAVEL DOES NOT EXCEED 125'-0". GROUP R-3: (2) EXITS SHALL BE PROVIDED FOR OCCUPANT LOADS OVER 20. -MORE THAN 2 EXITS PROVIDED PER CBC 1007.1.1 -EXIT ACCESS DOORWAYS FOR BUILDINGS EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEMS, EXIT DOORS SHALL BE PLACED A DISTANCE APART OVER 1/3 THE OVERALL DIAGONAL DIMENSION. -EXIT DISTANCES GREATER THAN 1/3 THE DIAGONAL PER CBC 1010.1.10 PANIC HARDWARE ELECTRICAL ROOMS WITH 800+ AMP EQUIPMENT AND OVER 6’WIDE AND THAT CONTAIN OVERCURRENT DEVICES REQUIRE PANIC HARDWARE AND DOORS TO SWING IN THE DIRECTION OF EGRESS. PER CBC 1010.1.2 DOOR SWING EGRESS DOORS SHALL BE PIVOT/HINGE SWINGING TYPE. PER CBC 1010.1.2.1 DIRECTION OF SWING DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE. PER CBC 1017.2 -EXIT ACCESS TRAVEL DISTANCE FOR BUILDINGS EQUIPED THROUGHOUT WITH AUTOMATED FIRE SPRINKLERS, EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED: GROUP R = 250' FIRE RESISTANCE RATING (TABLE 601) PRIMARY STRUCTURAL FRAME 0 HR BEARING WALLS 0 HREXTERIOR INTERIOR 0 HR NON BEARING WALLS & PARTITIONS EXTERIOR INTERIOR FLOOR CONSTRUCTION & SECONDARY MEMBERS ROOF CONSTRUCTION & SECONDARY MEMBERS 0 HR* 0 HR 0 HR 0 HR *RATED WHERE REQUIRED BY TABLE 602 EXTERIOR WALL OPENINGS (TABLE 705.8) 15' TO LESS THAN 20' -UNPROTECTED, SPRINKLERED FIRE SEPARATION DISTANCE: 20' TO LESS THAN 25' -UNPROTECTED, SPRINKLERED MAXIMUM OPEN AREA: EXTERIOR WALL FIRE RESISTANCE (TABLE 705.5) 0' TO LESS THAN 5' FIRE SEPARATION DISTANCE: 5' TO LESS THAN 10' REQ. RATING FOR OCCUPANCY "R" AND BUILDING TYPE V-B 10' TO LESS THAN 15' -UNPROTECTED, SPRINKLERED 1 HR 15% 25% NO LIMIT 10' TO LESS THAN 30' 30' AND GREATER 1 HR 0 HR 0 HR 5' TO LESS THAN 10' -UNPROTECTED, SPRINKLERED 10% 25' TO LESS THAN 30' -UNPROTECTED, SPRINKLERED NO LIMIT 30' OR GREATER -UNPROTECTED, SPRINKLERED NO LIMIT TOTAL BUILDINGS R-2 OCCUPANCY 7,299 SF ALLOWBLE AREA PER TABLE 506.2 ALLOWABLE AREA PER TABLE 506.2 = 7,000 (At) SINGLE OCCUPANCY BUILDINGS (506.2.1) Aa = At + (NS X If) Aa = 7,000 + (7,000 X 0.25) Aa = 8,750SF If = PERCENTAGE OF YARDS OF OVER 30 FEET TOTAL PERIMETER = 283' -1" YARDS OVER 30 FEET = 138' -5" PERCENTAGE OF PERIMETER WITH YARDS OVER 30 FEET = 0.49 (25 -50% = 0.25) BUILDING B CRAWL SPACE (NON-HABITABLE) FIRST FLOOR SECOND FLOOR TOTAL 3,408 SF (1,652 SF) 1,704 SF 1,704 SF ADU BUILDING 1 STORY TOTAL AREA : 425 SF. TWO OR MORE BUILDINGS ON THE SAME LOT CAN BE CONSIDERED AS PORTION OF ONE BUILDING WHERE THE BUILDING HEIGHT, NUMBER OF STORIES OF EACH BUILDING, AND THE AGGREGATE BUILDING AREA OF THE BUILDINGS ARE WITHIN THE LIMITATIONS SPECIFIED IN SECTIONS 504 AND 506 (CBC SECTION 503.1.2). WATER CLOSETS 13 EXISTING PROPOSED 14 LAVATORIES 13 14 SHOWERS/TUBS 12 13 SINKS 11 12 WASHER/DRYER 2 12 ADDITIONAL FIXTURE COUNT DUE TO A.D.U. ADDITION Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh CODE ANALYSIS G-5.2 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" 2nd FLOOR - CODE ANALYSIS 1 LEGEND GENERAL NOTES 1. SEE GENERAL SHEETS FOR ACCESSIBLE SIGNAGE REQUIREMENTS AND NOTES. 2. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED NOT LESS THAN 30”NOR MORE THAN 44”A.F.F. AND SHALL BE OPERABLE WITH A SINGLE EFFORT NOT REQUIRING GRASPING OF THE OPENING HARDWARE. 3. THE FORCE FOR INTERIOR DOORS WITHOUT CLOSERS SHALL NOT EXCEED 5 POUNDS. ALLOWABLE CLOSURE PRESSURE FOR OTHER DOORS SHALL BE: 1.5 LBS. FIRE DOORS 8.5 LBS. EXTERIOR DOORS 4. THRESHOLDS SHALL NOT EXCEED 1/2" IN TOTAL HEIGHT WITH A 1/4" MAXIMUM VERTICAL EDGE AND A CHANGE IN LEVEL NOT GREATER THAN 1:2. 5. THE BOTTOM 10”OF DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. 6. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS SHALL BE EQUIPPED WITH SINGLE ACTION NO- KNOWLEDGE HARDWARE. TWO ACTIONS SHALL NOT BE ACCEPTABLE. 7. ELECTRONIC STRIKE MUST RELEASE ON ACTIVATION OF FIRE ALARM PER CBC. ALSO TWO WAY COMMUNICATION SYSTEM PER SAME. ROOM OCCUPANCY SCHEDULE CODE ANALYSIS NORT H PLUMBING FIXTURE COUNT 1 PLAN CHECK CORRECTIONS 02/18/2025 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 4 PLAN CHECK CORRECTIONS 04/29/2025 RM OCCUPANCY SCHEDULE - 2ND ROOM #ROOM NAME AREA OCC. TYPE OCC. LOAD OCC # 106 UNIT 201 536 SF R-2 200 3 107 UNIT 202 548 SF R-2 200 3 108 UNIT 203 534 SF R-2 200 3 109 UNIT 204 539 SF R-2 200 3 110 UNIT 205 544 SF R-2 200 3 111 UNIT 206 534 SF R-2 200 3 TOTALS 18 4 914-918 N Bewley St5/8/2025 PROPOSED REMODEL 2-STORY 5 MIXED UNITS PROPOSED REMODEL 2-STORY 6 MIXED UNITS (E) CARPORT (E) CARPORT (E) PRESCHOOL BUILDING BEWLEY STREET UN P E R M I T T E D ST O R A G E S H E D 5' - 0 " 5' - 0" 6' - 3" 22' - 5" 11 ' - 3 " 19 ' - 0 " 12' - 7" 30' - 7" 120' - 1" 31 5 ' - 9 " DN.01 DN.01 DN.01DN.01 PN.10 DN.01 DN.03 DN.04 DN.05 DN.05 DN.03 DN.03 DN.07 PN.01 PN.02 PN.04 PN.03 PN.04 PN.05 PN.04 PN.02 PN.04 PN.04 PN.04 PN.04 PN.06 TOTAL (E) PARKING 26 PN.07 PN.07 DN.08 PN.03 PN.08 DN.03 PN.09 PROPOSED REMODELED BUILDING CONC. HARDSCAPE N.I.C GRASS Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh SITE DEMOLITION A0-1.1 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND GENERAL NOTES 1. SEE SHEET G-1.1FOR ALL ACCESSIBLE SIGNAGE REQUIREMENTS AND NOTES. 2. ACCESSIBLE PARKING SIGNAGE PART OF BASE BUILDING PERMIT. (NOT IN SCOPE) ALL EXISTING SIGNAGE MUST CONFORM TO ACCESSIBILITY SIGNAGE NOTES. 3. NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE AND CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY. DEMOLITION KEYNOTE PROTECTION KEYNOTE 1/16" = 1'-0" SITE PLAN - DEMOLITION 1 DN# DESCRIPTION DN.01 DEMO UNIT ENTRY STAIRS DN.03 DEMO PORTION OF THE LANDSCAPE AND CURB DN.04 DEMO (E) DECORATIVE FOUNTAIN DN.05 DEMO (E) PARKING STALL DN.06 DEMO (E) GARBAGE ENCLOSURE DN.07 DEMO PORTION OF THE (E) FENCE DN.08 REMOVE EXISTING CONC . SIDEWALK AND PREPARE THE AREA FOR NEW LANDSCAPE PN# DESCRIPTION PN.01 (E) WATER METER TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION PN.02 (E) 6' WROUGHT IRON FENCE TO REMAIN AND PROTECT IN PLACE PN.03 (E) ELECTRCIAL METER TO REMAIN PN.04 (E) 6' WROUGHT IRON FENCE TO REMAIN AND PROTECT IN PLACE. PN.05 (E) CARPORT TO REMAIN AND PROTECT IN PLACE PN.06 (E) 4' WROUGHT IRON GATE TO REMAIN AND PROTECT IN PLACE. PN.07 (E) LANDSCAPE AND CURB TO REMAIN AND PROTECT IN PLACE PN.08 (E) GAS METER TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION PN.09 (E) TRASH ENCLOUSER TO REMAIN PN.10 (E) STAIRS TO REMAIN NORT H 3 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 PLAN CHECK - 04/09/2025 4/09/25 914-918 N Bewley St5/8/2025 PROPOSED REMODELED BUILDING CONC. HARDSCAPE N.I.C GRASS ACCESSIBLE PATH OF TRAVEL (POT) PROPOSED REMODEL 2-STORY 5 MIXED UNITS 918 N. BEWLEY PROPOSED REMODEL 2-STORY 6 MIXED UNITS 918 N. BEWLEY UNENCLOSED BACK PATIO (E) PRESCHOOL BUILDING AREA 2941 SF. 914 N. BEWLEY (E) GARBAGE ENCLOSURE BEWLEY STREET FRONT YARD 10 9 8 7 6 5 4 3 11 12 15 16 17 1 2 3 4 5 6 7 PR O P O S E D A D U 91 6 N . B E W L E Y LO A D I N G O N L Y 19 ' - 0 " 5' - 0"11' - 8"5' - 9"27' - 3"12' - 7"27' - 3"30' - 7" 11 ' - 3 " SN.01 SN.02 SN.03 SN.01 SN.04 SN.04 SN.04 SN.04 SN.05 SN.02 18 SN.03 SN.06 SN.03 (E) CARPORT (E) CARPORT SN.02 8 SN.07 TOTAL PARKING 28 8' - 6 " 8' - 6 " 8' - 6 " 8' - 6 " 10 ' - 8 " 8' - 6 " 8' - 6 " 9' - 0 " 8' - 0 " 9' - 0 " 8' - 6"8' - 6"8' - 9 1/2"17' - 9 1/2"9' - 3"9' - 8"9' - 8"9' - 0"10' - 4"9' - 0"10' - 4"8' - 6" 8' - 6"8' - 6"11' - 0 1/2"8' - 6"10' - 10"8' - 6"10' - 10"9' - 0"11' - 0" LOADING AREA SN.02 SN.06 5' - 0" 5'-0" REAR EASEMENT SN.08 G-1.2 15 G-1.2 15 3' - 0" ROOF OVERHANG ABOVE 3' - 8 3/4" 5' - 0 " 39 ' - 6 " 39 ' - 0 " 3' - 1 1 " BUILDING A BUILDING B 13 14 2 1 4' - 2 " 4' - 2 " 22' - 5" 44 ' - 8 " 72 ' - 3 " SIDE YARD TO BE MAINTAINED -NO DEVELOPMENT -DUE TO ALLOWABLE AREA INCREASE FR O N T Y A R D T O B E M A I N T A I N E D - NO DE V E L O P M E N T - DU E T O A L L O W A B L E AR E A I N C R E A S E PREMANUFACTURERED WATER HEATER CLOSET -HOLDRITE OR SIMILAR 36 " M I N 3' - 4 " 2' - 0 " SN.09 SN.09 SN.10 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh SITE PLAN A0-2.1 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND GENERAL NOTES 1. SEE SHEET G0-2.2 FOR ALL ACCESSIBLE SIGNAGE REQUIREMENTS AND NOTES. 2. ACCESSIBLE PARKING SIGNAGE PART OF BASE BUILDING PERMIT. (NOT IN SCOPE) ALL EXISTING SIGNAGE MUST CONFORM TO ACCESSIBILITY SIGNAGE NOTES. 3. NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE AND CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY. IMPROVEMENT KEYNOTE PARKING SCHEDULE STALL TYPE REQUIRED PROVIDED ADA STALS 1 1 STANDARD STALS 25 27 28 1/16" = 1'-0" SITE PLAN - RENOVATION 1 SN# DESCRIPTION SN.01 ADA RAMP SN.02 STAIRS SN.03 CONC. SLAB SN.04 PARKING STALLS SN.05 VAN ACCESSIBLE PARKING STALL SN.06 LANDSCPE SN.07 6' WROUGHT IRON FENCE TO MATCH EXISTING SN.08 30"X30" FLOOR ACCESS PANEL SN.09 REMOVE AND REPLACE SITE LIGHT SN.10 PROVIDE TRASH ENCLOUSER GATE - SEE DETAIL 4/A0-3.1 NORT H 3 3 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 PLAN CHECK - 04/09/2025 4/09/25 914-918 N Bewley St5/8/2025 RAMP RUN LANDINGBOTTOM LANDING LANDING RAMP RUN (A) STRAIGHT (C) TOP LANDING RAMP LANDINGS RAMP RUN PROVIDE CURB OR BARRIER EDGE PROTECTION, 4" HIGH. EXTENDED FLOOR OR GROUND SURFACE EDGE PROTECTION 72" MIN.60" MIN.60" MIN. 72 " M I N . 12" MIN.12" MIN. 4" M I N . AT LEAST AS WIDE AS RAMP RUN OR 5' - 0 " M I N . (B) CHANGE IN DIRECTION 5' - 0" MIN. RAMP EDGE CONDITIONS 6" CONCRETE CURB AT INSIDE OF TRASH ENCLOSURE 6" CONCRETE SLAB SLOPED TO DRAIN CONCRETE FOOTING PER STRUCTURAL - (4) #5 CONT T&B ASHPALT WALK PER SITE PLAN 8" CONCRETE BLOCK WALL W/ #4 AT 16" OC EA WAY 6' - 8 " 6' - 0 " 7' - 0 " M A X (2) #5 CONT 3" M I N T Y P 26 " L A P 2" C L R 1 ' - 2 " 3" C L R 3' - 0" 3" CLR 3" CLR #5 @ 8" OC TRANS BARS T&B W/ STD HOOK CONCRETE BLOCK 2 -#4 VERT. BARS CONTINUOUS INTO FOOTING 3-#4 BARS WELDED TO STEEL CHANNEL & SPACED EQUALLY VERTICALLY STEEL CHANNEL -EXTEND 12" INTO FOOTING HINGE WELDED TO CHANNEL CORRUGATED SHEET METAL WELDED TO FRAME 1" X 4" ANGLE IRON FRAME 1' - 5 1 / 2 " 15 ' - 0 " 5' - 5 " 5' - 0"12' - 5"14' - 10" 5' - 0 1 / 4 " 4' - 0" 1% MAX SLOPE 1% M A X S L O P E 2' - 3" 0' - 0" TREX DECK ACCESS HATCH 9 A0-3.1 10 A0-3.1 RETRACTABLE FABRIC CANOPY ON GUIDE -BASED ON SHADEFX -COLOR PER SPECIFCATIONS EXPOSED WOOD BEAMS - PAINTED 3 A0-3.1 WOOD BEAM PER STRCTURAL RETRACTABLE FABRIC CANOPY ON GUIDE - BASED ON SHADEFX - COLOR PER SPECIFCATIONS 14 ' - 1 1 1 / 2 " 27' - 10" WOOD JOIST PER STRUCTURAL 4X4 WOOD COLUMN WOOD BEAM PER STRCTURAL 1' - 6 " IF OVER 8' PROVIDE HEAVY DUTY WHEEL AT END OF EACH GATE DIMENSION AS SHOWN ON PLANS 4" T Y P . ANGLE IRON FRAME -PAINTED CORRUGATED SHEET METAL - PAINTED 6X6 POST SLIDE BOLTS AT TOP AND BOTTOM OF EACH LEAF TYP. 6 ' - 0 " EQ EQ NEW CMU WALL NEW CMU WALL CONCRETE FLOOR -SLOPED TO DRAIN 6 ' - 0 " 1' - 0 " 6" SPLIT FACE BLOCK FINISH 6"4' - 11 1/2"6"4' - 11 1/2"6" GALVANIZED METAL ROOFING DIMENSION AS SHOWN ON PLANS 6X6 POST RAILING EXISTING CONCRETE VA R Y EXISTING WOOD STUD WALL PLYWOOD SHEATHING GROUND FLOOR 0' -0" 3' - 6 " TREX POST CAP -WHITE TREX POST SLEEVE - WHITE TREX BOTTOM RAIL -WHITE FLOOR JOIST PER STRCTURAL 4' - 0" FINISH FLOORING TREX BOARDS GROUND FLOOR 0' -0" 42 " M I N . 2X4 WOOD TOP RAIL 2X2 WOOD BALUSTER (TYP.) 4" MAX. 4X4 WOOD POST TYPICAL 4'-0" O.C 4' - 0"4' - 0"4' - 0"4' - 0"12" MIN. POST CAP PAINTED TO MACH THE RAILING PAINT 2X4 WOOD BOTTOM RAIL TREX DECKING.TYP FLOOR JOIST PER STRICTURE A0-3.1 13 RAILING POST CAP PAINTED TO MATCH THE RAILING COLOR TREX POST SLEEVE - WHITE BOTTOM RAIL FLOOR JOIST PER STRCTURAL Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh SITE DETAILS A0-3.1 FO R C O N S T R U C T I O N PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" RAMP REQUIREMENTS 2 3/4" = 1'-0" CMU WALL SECTION 8 3" = 1'-0" TRASH ENCLOSURE GATE CONNECTION 19 1/4" = 1'-0" RAMP PLAN 1 3" = 1'-0" CANOPY DETAIL 3 3/8" = 1'-0" CANOPY ENLARGED PLAN 11 1/2" = 1'-0" GATE ELEVATION - PLANNING - A0-3.1 4 1/2" = 1'-0" TRASH ENCLOUSER - SIDE ELEVATION 16 3/4" = 1'-0" RAMP - SECTION 9 NOT TO SCALE RAMP SECTION 10 1" = 1'-0" RAILING WOOD POST 13 1 PLAN CHECK CORRECTIONS 02/18/2025 2 PLAN CHECK CORRECTIONS 03/14/2025 NOT USED NOT USED 2 03/24/25 914-918 N Bewley St5/8/2025 UP UP WALL TO REMAIN WALL TO BE REMOVED DOOR TO BE REMOVED AND SAVED FOR (REUSE, STORAGE BY OWNER ETC-PICK ONE) DOOR TO REMAIN (E) STORAGE SHED (E) STORAGE SHED DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.01 DN.01DN.01 DN.01 PN.05 DN.04 DN.04 DN.04 DN.04 DN.02 DN.04 DN.04 DN.04 DN.04 DN.02 DN.05DN.05DN.05 DN.01 PN.01 PN.02 PN.03 DN.06DN.06 DN.06 DN.06 DN.06 DN.06 PN.04 PN.04 PN.04 PN.04 PN.04 PN.04 PN.04 PN.04 DN.06 DN.06DN.06 DN.06 PN.04 PN.04 PN.04 DN.06 DN.07 TYP.PN.06 TYP.PN.06 TYP.PN.06 TYP.PN.06 TYP.PN.06 TYP.PN.06 TYP.PN.06 TYP.PN.06 TYP.PN.06 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07DN.07 DN.07 DN.07DN.07 DN.07 DN.07 DN.07 DN.07DN.07 DN.07 DN.07 DN.07DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.08 PN.04 PN.04 PN.04 PN.04 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh 1ST FLOOR DEMOLITION PLAN A1-1.1 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND GENERAL NOTES DEMOLITION KEYNOTES 1. DEMOLITION, REMOVAL AND PATCHING, SCOPE OF WORK TO INCLUDE: a. PROTECTION OF EXISTING WORK TO REMAIN. b. TEMPORARY PARTITIONS AND BARRICADES. c. REMOVAL OF ITEMS SHOWN. d. SAW CUT AND CORE EXISTING CONCRETE. e. REMOVAL, STORAGE, PROTECTION AND INSTALLATION OF ITEMS TO BE REUSED. f. REMOVAL OF EXISTING ITEMS AS NECESSARY TO PROVIDE FOR NEW CONSTRUCTION. g. RELOCATION OF INDICATED ITEMS. h. DEBRIS REMOVAL. i. PATCHING AS NECESSARY TO MATCH EXISTING. 2. INCLUDE THE REWORKING OF ABUTTING SURFACE AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. 3. DUST BARRIERS: ERECT TEMPORARY DUST BARRIERS OF PLYWOOD OR OTHER ACCEPTABLE MATERIAL WHICH WILL POSITIVELY PREVENT PASSAGE OF DEBRIS AND DUST. SEAL ENTIRE PERIMETER AND ALL JOINTS. 4. ITEMS TO BE REUSED: EXERCISE THE GREATEST POSSIBLE CARE WHEN REMOVING ITEMS SCHEDULED FOR REUSE. USE ONLY MECHANICS SKILLED IN THE APPROPRIATE CRAFTS. IDENTIFY POINT OF REUSE, STORE AND PROTECT AT LOCATIONS DIRECTED. 5. REMOVE ALL WALLS SHOWN DASHED AND ITEMS LOCATED ON WALLS, INCLUDING BUT NOT LIMITED TO ELEC/TELE/DATA OUTLETS, SWITCHES, TIMERS, ETC. 6. HOLES THROUGH EXISTING CONCRETE CONSTRUCTION TO ACCOMMODATE NEW CONDUIT OR PIPING SHALL BE NEATLY CORED, NOT JACK HAMMERED, TO SATISFY LOCATION AND SIZE REQUIREMENTS OF RESPECTIVE TRADES. COORDINATE WORK WITH VARIOUS CRAFTS TO ASSURE THE PROPER SEQUENCE, LIMITS, METHODS, AND TIME OF PERFORMANCE. 7. PROVIDE AND MAINTAIN TEMPORARY PARTITIONS FOR THE PROTECTION OF THE EXISTING FACILITY, CONTENTS, AND ANY NEW WORK OF THIS CONTRACT AGAINST RUST, WEATHER, DAMAGE AND NOISE. 8. ITEMS OF EXISTING: WORK INDICATED TO REMAIN UPON COMPLETION OF THE CONTRACT, BUT WHICH REQUIRE REMOVAL. TO COMPLETE THE WORK, SHALL BE CAREFULLY REMOVED AND REPLACED UPON COMPLETION. THE REPLACED WORK SHALL MATCH ITS CONDITION AT THE START OF THE WORK. 9. LEAVE ALL SPACES BROOM CLEAN WITH ALL LEDGES AND CORNERS PROPERLY CLEANED. 10. ALL CORRIDORS, STAIRWAYS, AND LOBBIES ARE TO REMAIN OPERATIONAL AND FREE OF DEBRIS. ALL WORK IN THESE AREAS TO BE PERFORMED AFTER REGULAR BUSINESS HOURS. 11. ALL FLOOR MONUMENTS TO BE REMOVED AND CAPPED WHERE OCCUR. 12. PROTECT THE BUILDING OWNER'S PROPERTY, INCLUDING NOT IN CONTRACT AREAS ACCESSIBLE TO CONTRACTOR. 13. IN AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, PARTITIONS) CAUSES UNEVENNESS IN SLAB, THE CONTRACTOR SHALL PATCH SLAB TO LEVEL PRIOR TO INSTALLATION OF NEW FINISH FLOOR. DN.## DN# DESCRIPTION DN.01 DEMO (E) UNIT ENTRY STAIRS DN.02 DEMO (E) DOOR DN.04 DEMO (E) WALL SHOWN DASHED DN.05 REMOVE (E) CURB AND LANDSCAPE DN.06 DEMO (E) WINDOW DN.07 REMOVE ALL INTERIOR PLASTER AND DRYWALL.TYP. DN.08 REMOVE AND REPLACE VENT AND FRAME PROTECTION KEYNOTES PN.## PN# DESCRIPTION PN.01 (E) WATER METER TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION PN.02 (E) ELECTRIC METER TO REMAIN PN.03 (E) LANDSCAPE AND CURB TO REMAIN AND PROTECT IN PLACE PN.04 (E)WINDOW TO REMAIN PN.05 EXISTING STAIRS TO REMAIN - PROTECT IN PLACE PN.06 (E)WOOD STUD TO REMAIN 1/4" = 1'-0" 1st FLOOR - DEMOLITION PLAN 1 NORT H 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 3 3 PLAN CHECK - 04/09/2025 4/09/25 914-918 N Bewley St5/8/2025 DN DN WALL TO REMAIN WALL TO BE REMOVED DOOR TO BE REMOVED AND SAVED FOR (REUSE, STORAGE BY OWNER ETC-PICK ONE) DOOR TO REMAIN DN.01 DN.01 DN.01 DN.01 DN.01 PN.01 DN.04 PN.01 DN.04 DN.04DN.04 DN.04 DN.04 DN.04 DN.04 DN.04 DN.04 DN.04DN.04 DN.04 DN.04 DN.04DN.04 DN.04 DN.04 DN.04 DN.04 DN.04 DN.04 DN.04DN.04 PN.01 PN.01 PN.03 PN.02 PN.02 DN.06 DN.06 DN.06 DN.06 DN.06DN.06 DN.06 DN.06 DN.06 DN.06 DN.06 DN.06 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh 2ND FLOOR DEMOLITION PLAN A1-1.2 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 GENERAL NOTES 1. DEMOLITION, REMOVAL AND PATCHING, SCOPE OF WORK TO INCLUDE: a. PROTECTION OF EXISTING WORK TO REMAIN. b. TEMPORARY PARTITIONS AND BARRICADES. c. REMOVAL OF ITEMS SHOWN. d. SAW CUT AND CORE EXISTING CONCRETE. e. REMOVAL, STORAGE, PROTECTION AND INSTALLATION OF ITEMS TO BE REUSED. f. REMOVAL OF EXISTING ITEMS AS NECESSARY TO PROVIDE FOR NEW CONSTRUCTION. g. RELOCATION OF INDICATED ITEMS. h. DEBRIS REMOVAL. i. PATCHING AS NECESSARY TO MATCH EXISTING. 2. INCLUDE THE REWORKING OF ABUTTING SURFACE AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. 3. DUST BARRIERS: ERECT TEMPORARY DUST BARRIERS OF PLYWOOD OR OTHER ACCEPTABLE MATERIAL WHICH WILL POSITIVELY PREVENT PASSAGE OF DEBRIS AND DUST. SEAL ENTIRE PERIMETER AND ALL JOINTS. 4. ITEMS TO BE REUSED: EXERCISE THE GREATEST POSSIBLE CARE WHEN REMOVING ITEMS SCHEDULED FOR REUSE. USE ONLY MECHANICS SKILLED IN THE APPROPRIATE CRAFTS. IDENTIFY POINT OF REUSE, STORE AND PROTECT AT LOCATIONS DIRECTED. 5. REMOVE ALL WALLS SHOWN DASHED AND ITEMS LOCATED ON WALLS, INCLUDING BUT NOT LIMITED TO ELEC/TELE/DATA OUTLETS, SWITCHES, TIMERS, ETC. 6. HOLES THROUGH EXISTING CONCRETE CONSTRUCTION TO ACCOMMODATE NEW CONDUIT OR PIPING SHALL BE NEATLY CORED, NOT JACK HAMMERED, TO SATISFY LOCATION AND SIZE REQUIREMENTS OF RESPECTIVE TRADES. COORDINATE WORK WITH VARIOUS CRAFTS TO ASSURE THE PROPER SEQUENCE, LIMITS, METHODS, AND TIME OF PERFORMANCE. 7. PROVIDE AND MAINTAIN TEMPORARY PARTITIONS FOR THE PROTECTION OF THE EXISTING FACILITY, CONTENTS, AND ANY NEW WORK OF THIS CONTRACT AGAINST RUST, WEATHER, DAMAGE AND NOISE. 8. ITEMS OF EXISTING: WORK INDICATED TO REMAIN UPON COMPLETION OF THE CONTRACT, BUT WHICH REQUIRE REMOVAL. TO COMPLETE THE WORK, SHALL BE CAREFULLY REMOVED AND REPLACED UPON COMPLETION. THE REPLACED WORK SHALL MATCH ITS CONDITION AT THE START OF THE WORK. 9. LEAVE ALL SPACES BROOM CLEAN WITH ALL LEDGES AND CORNERS PROPERLY CLEANED. 10. ALL CORRIDORS, STAIRWAYS, AND LOBBIES ARE TO REMAIN OPERATIONAL AND FREE OF DEBRIS. ALL WORK IN THESE AREAS TO BE PERFORMED AFTER REGULAR BUSINESS HOURS. 11. ALL FLOOR MONUMENTS TO BE REMOVED AND CAPPED WHERE OCCUR. 12. PROTECT THE BUILDING OWNER'S PROPERTY, INCLUDING NOT IN CONTRACT AREAS ACCESSIBLE TO CONTRACTOR. 13. IN AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, PARTITIONS) CAUSES UNEVENNESS IN SLAB, THE CONTRACTOR SHALL PATCH SLAB TO LEVEL PRIOR TO INSTALLATION OF NEW FINISH FLOOR. 14. EXISTING EXTERIOR WINDOW COVERING TO REMAIN U.N.O., CONTRACTOR TO BAG BLINDS AND PROTECT IN PLACE DURING CONSTRUCTION. LEGEND DN# DESCRIPTION DN.01 DEMO (E) ENTRY DOOR DN.04 DEMO (E) WINDOW DN.06 REMOVE ALL INTERIOR PLASTER AND DRYWALL.TYP. DEMOLITION KEYNOTES 1/4" = 1'-0" 2nd FLOOR - DEMOLITION PLAN 1 NORT H 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 PROTECTION KEYNOTES PN# DESCRIPTION PN.01 (E)WINDOW TO REMAIN PN.02 EXISTING GUARD RAILS TO REMAIN - PROTECT IN PLACE PN.03 EXISTING STAIRS TO REMAIN - PROTECT IN PLACE 3 PLAN CHECK - 04/09/2025 4/09/25 914-918 N Bewley St5/8/2025 REF REF REF UP REF W/D W/D W/D W/D DN UP W/D REF WH WH (E) WALL TO REMAIN 1 HR FIRE RATED WALL DOOR REFERENCE WOOD STUD WALL: WOOD STUDS @ 16" O.C., UNLESS OTHERWISE NOTED. MILLWORK, SEE MILLWORK DETAILS DOOR TAG SEE A6-1.1 AT PLAM SURFACE: PROVIDE TOP MOUNT SINK AT SOLID SURFACE: PROVIDE UNDER-MOUNT SINK SINK: 0000A (TYPICAL WALL TYPE A UNLESS OTHERWISE NOTED) SEE WALL REFERENCE 1/A9-1.1 A 6" 6'-0" STUD SIZE LOW PARTITION HEIGHT (WHERE OCCURS) WALL TYPE A ACOUSTIC BATT INSULATION (E) STORAGE SN.01 SN.02 608 SF UNIT 102 399 SF UNIT 105 811 SF UNIT 101 401 SF UNIT 103 003 003 002 004 003 002 002 002 00 2 001 002 001 002 001 005 004 003 004 003 002 004 001 001001 003 LIVING ROOM BEDROOM B B B B F C B B A B B A B B F B B C B BB A C B B A B C B A B B B B B B B BATHROOM BEDROOM BEDROOM KITCHEN BATHROOM BATHROOM BEDROOM LIVING ROOM BEDROOM KITCHEN LIVING ROOM LIVING ROOM LIVING ROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM KITCHEN KITCHEN KITCHEN BATHROOM BATHROOM BATHROOM 27' - 3" 11' - 11" 4' - 3 3 / 4 " 7' - 8 3 / 4 " 9' - 8 1 / 4 " 6' - 7 3 / 4 " 8' - 0 1 / 4 " 11 ' - 2 " 8' - 4 " 12 ' - 4 1 / 2 " 8' - 5 3 / 4 " 3' - 9 " 5' - 8 1 / 4 " 3' - 1 1 " 6' - 7 " 4' - 8 1 / 4 " 10 ' - 1 1 / 4 " SN.01 14' - 9 1/4" 4' - 8 3 / 4 " 5' - 0 " 3' - 2 3 / 4 " 10 ' - 2 " CLOSET A7-1.1 3 A7-1.1 2 A7-1.1 13 A7-1.1 12 9' - 6 " 4' - 5 3 / 4 " 9' - 1 0 1 / 4 " 1' - 7 1 / 4 " 9' - 9 1 / 4 " 6' - 9 3 / 4 " 6' - 5 1 / 4 " 9' - 6 3 / 4 " 6' - 6 " 11' - 9 3/4"15' - 5 1/2"11' - 9 3/4"7' - 4 1/2" 7' - 6" 13' - 2"11' - 9 3/4"15' - 5 1/2" DINING ROOM DINING ROOM 7' - 9 " 64 ' - 6 " 67' - 1" 63 ' - 1 1 " 12' - 7"26' - 8" SN.03 SN.03 B B 006 1026 SF UNIT 100 5' - 7 1 / 4 " SEE A5-1.2 FOR ENLARGED UNIT PLANS SEE A5-1.1 FOR ENLARGED UNIT PLANS SEE A5-1.4 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS A 3' - 5"3' - 4 1/2" 4' - 9 1 / 2 " 6' - 4 " 5' - 5 1 / 4 " 4' - 8 1 / 4 " 11 ' - 3 " 4' - 7 " 6' - 7 1 / 4 " 4' - 3 1 / 2 " 2' - 1 3 / 4 " 3' - 9 1 / 2 " 5' - 8" 5' - 1 " 1' - 1 0 1 / 4 " 5' - 0 1 / 4 " 1' - 1 1 1 / 2 " 4' - 9 1 / 4 " 4' - 9 1 / 2 " 5' - 4 3 / 4 " 5' - 5"5' - 5" A0-3.1 1 007 002 002 F F F F A8-1.1 6 3' - 7" 4' - 0" 4' - 0" 4" 21 ' - 1 0 1 / 2 " 5' - 5 " 24" MIN. E F F H GHGH 6' - 6"6' - 6" C J J K KK H 8' - 2 " 2' - 1 0 1 / 2 " 3' - 0 " 2' - 8 " 2' - 0 " A A A O O 2' - 0 1 / 2 " X X X X C K K O F O F F O E O K ADD A PLANTER BOX UNDER THE EXISTING STAIRS WHERE HEAD HEIGHT IS LESS THAN 72" SN.04 SN.04 SN.04 SN.04 SN.04 SN.04 SN.04SN.04 SN.04 SN.04 SN.05 SN.05 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh 1ST FLOOR IMPROVEMENT PLAN A2-1.1 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND SHEET KEYNOTES GENERAL NOTES 1. ALL WALLS FINISHED TO BE DRYWALL LEVEL 4 U.N.O. 2. GENERAL CONTRACTOR TO LAYOUT ALL CHALK LINES PRIOR TO PARTITION CONSTRUCTION. SHOULD ANY DISCREPANCIES OCCUR, GENERAL CONTRACTOR IS TO REVIEW WITH THE ARCHITECT IN THE FIELD TO RESOLVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. USE MOISTURE RESISTANT GYPSUM BOARD ON ALL RESTROOMS AND WET WALLS. 4. PROVIDE MINIMUM GYPSUM BOARD FURRING AROUND ALL EXPOSED COLUMNS TO 6" ABOVE SUSPENDED CEILING. 5. PREPARE EXISTING AND NEW SURFACES FOR INSTALLATION OF SPECIFIED FINISHES. ALL SURFACES SHALL BE FREE FROM ADHESIVE, BUMPS, CRACKS, AND MEET THE REQUIREMENTS OF THE FINISH MANUFACTURERS INSTALLATION INSTRUCTIONS. 6. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF CEMENT PLASTER AND GYPSUM BOARD SURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, U.N.O. 7. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS OF CEMENT PLASTER OR GYPSUM BOARD SURFACES UNLESS NOTED OTHERWISE. 8. VERIFY LOCATIONS AND TYPES OF FIRE EXTINGUISHERS AND KNOX BOXES. SN.## SN# DESCRIPTION SN.01 TREX WOOD DECK SN.02 UNENCLOSED PATIO AREA SN.03 RAMP SEE DETAIL (13/A0-3.1) SN.04 PROVIDE NEW VINYL WINDOW TO REPLACE THE EXISTING SN.05 RE-PULL ELECTRCIAL WIRES THAT HAVE BEEN REMOVED-REWORK DISTRIBUTIO AS NEEDED. SN.07 PROVIDE AND INSTALL R-13 INSULATION AT ALL EXTERIOR WALLS 1/4" = 1'-0" 1st FLOOR - IMPROVEMENT PLAN 1 NORT H 3 1 PLAN CHECK CORRECTIONS 02/18/2025 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 PLAN CHECK - 04/09/2025 4/09/25 3 3 3 3 3 914-918 N Bewley St5/8/2025 REF DN W/D W/D W/D W/D W/D W/D DN REF REF REF REF REF (E) WALL TO REMAIN 1 HR FIRE RATED WALL DOOR REFERENCE WOOD STUD WALL: WOOD STUDS @ 16" O.C., UNLESS OTHERWISE NOTED. MILLWORK, SEE MILLWORK DETAILS DOOR TAG SEE A6-1.1 AT PLAM SURFACE: PROVIDE TOP MOUNT SINK AT SOLID SURFACE: PROVIDE UNDER-MOUNT SINK SINK: 0000A (TYPICAL WALL TYPE A UNLESS OTHERWISE NOTED) SEE WALL REFERENCE 1/A9-1.1 A 6" 6'-0" STUD SIZE LOW PARTITION HEIGHT (WHERE OCCURS) WALL TYPE A ACOUSTIC BATT INSULATION 4' - 0 " 7' - 9 " 536 SF UNIT 201 548 SF UNIT 202 534 SF UNIT 203 539 SF UNIT 204 544 SF UNIT 205 534 SF UNIT 206 002 002 002 002 003 002 002 003 003 002 002 003 002 003 002 002 002 003 004 004 004 004 004004 001 001 001 001 001 001 13' - 2" 12' - 7" 3 A4-2.1 1 A4-2.1 LIVING & DINING ROOM BEDROOM BATHROOM KITCHEN A B B B A B B C B B C B B B B B A C C B B BEDROOM B A B B C B BB B A A B B C C B B B A B B A C BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING & DINING ROOM LIVING & DINING ROOM LIVING & DINING ROOM LIVING & DINING ROOM LIVING & DINING ROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM KITCHEN KITCHENKITCHEN KITCHEN KITCHEN 14' - 6 1/4"12' - 2" 12 ' - 3 " 9' - 1 1 / 4 " 8' - 1 1 1 / 2 " 12 ' - 6 " 9' - 0 " 12 ' - 8 1 / 2 " 12' - 2"15' - 1 1/4"14' - 9 3/4"12' - 5 1/2" 12 ' - 3 " 8' - 1 1 1 / 2 " 12 ' - 6 1 / 2 " 9' - 0 3 / 4 " 8' - 1 1 1 / 4 " 12 ' - 9 1 / 4 " 11' - 10 1/2"14' - 9 3/4" 9' - 5 " 4' - 7 1 / 4 " 7' - 0 1 / 2 " 9' - 8 1 / 2 " 9' - 5 " 4' - 6 3 / 4 " 4' - 1 1 1 / 4 " 9' - 8 1 / 2 " 2 A4-2.1 SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS 6' - 0"6' - 11 3/4"8' - 3"6' - 2" 4' - 1 1 / 2 " 7' - 4 1/4"6' - 10" 4' - 5 1 / 2 " 7' - 1 " 4' - 1 1 1 / 4 " 4' - 5 1 / 2 " 8' - 1" 3' - 8 " KG K B M B B K HG N N N N GK B M B B K GH5' - 7" K OO RR TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh 2ND FLOOR IMPROVEMENT PLAN A2-1.2 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND GENERAL NOTES 1. ALL WALLS FINISHED TO BE DRYWALL LEVEL 4 U.N.O. 2. GENERAL CONTRACTOR TO LAYOUT ALL CHALK LINES PRIOR TO PARTITION CONSTRUCTION. SHOULD ANY DISCREPANCIES OCCUR, GENERAL CONTRACTOR IS TO REVIEW WITH THE ARCHITECT IN THE FIELD TO RESOLVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. USE MOISTURE RESISTANT GYPSUM BOARD ON ALL RESTROOMS AND WET WALLS. 4. PROVIDE MINIMUM GYPSUM BOARD FURRING AROUND ALL EXPOSED COLUMNS TO 6" ABOVE SUSPENDED CEILING. 5. PREPARE EXISTING AND NEW SURFACES FOR INSTALLATION OF SPECIFIED FINISHES. ALL SURFACES SHALL BE FREE FROM ADHESIVE, BUMPS, CRACKS, AND MEET THE REQUIREMENTS OF THE FINISH MANUFACTURERS INSTALLATION INSTRUCTIONS. 6. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF CEMENT PLASTER AND GYPSUM BOARD SURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, U.N.O. 7. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS OF CEMENT PLASTER OR GYPSUM BOARD SURFACES UNLESS NOTED OTHERWISE. 8. PRIOR TO INSTALLATION, FIRE AUTHORITY HAVING JURISDICTION SHALL BE CALLED TO FIELD VERIFY LOCATIONS AND TYPES OF FIRE EXTINGUISHERS AND KNOX BOXES. 9. PROVIDE BACKING FOR ALL WALL MOUNTED EQUIPMENT AND MILLWORK PER DETAIL ##/A9-1.2. COORDINATE WITH ARCHITECT FOR ANY UNFORSEEN CONDITIONS. 1/4" = 1'-0" 2nd FLOOR - IMPROVEMENT PLAN 1 NORT H 3 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 SN# DESCRIPTION SN.02 PROVIDE AND INSTALL R-13 INSULATION AT ALL EXTERIOR WALLS SHEET KEYNOTES PLAN CHECK - 04/09/2025 4/09/25 3 3 33 3 3 914-918 N Bewley St5/8/2025 RE F LIVING ROOM BATHROOM BEDROOM KITCHEN E E E E E 39 ' - 4 " A5-1.6 1D 1C A5-1.61E A5-1.6 7 2' - 1 1 1 / 2 " B 1' - 7 1/4" 17 ' - 9 " 5' - 9 " 2' - 1 1 " 12 ' - 1 1 1 / 4 " 025 022 021 023 E 11' - 6 1/4" 39 ' - 4 " 12 ' - 1 1 1 / 2 " 7' - 3 3 / 4 " 8' - 1 0 1 / 4 " 10 ' - 2 1 / 2 " EQ EQ 11' - 6 1/4" EQ EQ E A6-2.14 C D C 2' - 6 " 5' - 0" A PREMANUFACTURERED WATER HEATER CABINET -HOLDRITE OR SIMILAR 2' - 0" 2' - 0 " SLOPESLOPE 14 A8-1.1 10 A8-1.1 O. H . 1' - 0 " O. H . 1' - 0 " O.H. 2' - 0" O.H. 2' - 0" SOLAR READY ROOF AREA 195 SF 8 S5.50 E SLOPESLOPE SLOPE SLOPE KITCHEN LIVING ROOM BEDROOM BATHROOM SLOPESLOPE 13 ' - 0 3 / 4 " 8' - 5 1 / 2 " 5' - 2" 10' - 4 1/4" 10' - 4 1/4" 6' - 1 1 " 5' - 6 1/4"4' - 10" (E) 1 HR FIRE RATED WALL DOOR REFERENCEWOOD STUD WALL MILLWORK, SEE MILLWORK DETAILS AT PLAM SURFACE: PROVIDE TOP MOUNT SINK AT SOLID SURFACE: PROVIDE UNDER-MOUNT SINK SINK: (TYPICAL WALL TYPE A UNLESS OTHERWISE NOTED) SEE WALL REFERENCE 1/A9-1.1 A 6" 6'-0" STUD SIZE LOW PARTITION HEIGHT (WHERE OCCURS) WALL TYPE A ACOUSTIC BATT INSULATION DOOR TAG SEE 0000A A6-1.1 INDICATES HEIGHT OF CEILING ABOVE FINISH FLOOR GYPSUM BOARD CEILING X'-X" CEILING LIGHT FIXTURES CEILING FAN NEW CLAY TILE ROOF TO MATCH EXISTING ROOF TILE SHALL BE CLASS A HIGH PROFILE CLAY TILE ATTIC VENT -O'HAGIN (OR SIMILAR) ATTIC VENTILATION CALCULATION AREA OF ROOF TO BE VENTILATED 447 SF REQUIRED VENTILITION 2.98 SF (429.12 SQ IN) PROVIDED VENTILITION (HALF HIGH, HALF LOW) 6 VENTS AT 72 SQ IN EACH = 432 SQ IN Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh ADU PLANS A2-1.3 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 GENERAL NOTES 1 1/2" = 1'-0"FLOOR - IMPROVEMENT PLAN - ADU2 1/2" = 1'-0"RCP - IMPROVEMENT PLAN - ADU3 1/2" = 1'-0"ROOF - IMPROVEMENT PLAN - ADU 1. ALL WALLS FINISHED TO BE DRYWALL LEVEL 4 U.N.O. 2. GENERAL CONTRACTOR TO LAYOUT ALL CHALK LINES PRIOR TO PARTITION CONSTRUCTION. SHOULD ANY DISCREPANCIES OCCUR, GENERAL CONTRACTOR IS TO REVIEW WITH THE ARCHITECT IN THE FIELD TO RESOLVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. USE MOISTURE RESISTANT GYPSUM BOARD ON ALL RESTROOMS AND WET WALLS. 4. PROVIDE MINIMUM GYPSUM BOARD FURRING AROUND ALL EXPOSED COLUMNS TO 6" ABOVE SUSPENDED CEILING. 5. PREPARE EXISTING AND NEW SURFACES FOR INSTALLATION OF SPECIFIED FINISHES. ALL SURFACES SHALL BE FREE FROM ADHESIVE, BUMPS, CRACKS, AND MEET THE REQUIREMENTS OF THE FINISH MANUFACTURERS INSTALLATION INSTRUCTIONS. 6. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF CEMENT PLASTER AND GYPSUM BOARD SURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, U.N.O. 7. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS OF CEMENT PLASTER OR GYPSUM BOARD SURFACES UNLESS NOTED OTHERWISE. 8. PRIOR TO INSTALLATION, FIRE AUTHORITY HAVING JURISDICTION SHALL BE CALLED TO FIELD VERIFY LOCATIONS AND TYPES OF FIRE EXTINGUISHERS AND KNOX BOXES. 9. PROVIDE BACKING FOR ALL WALL MOUNTED EQUIPMENT AND MILLWORK PER DETAIL ##/A9-1.2. COORDINATE WITH ARCHITECT FOR ANY UNFORSEEN CONDITIONS. LEGENDLEGENDLEGEND NORT H NORT H NORT H 3 3 1 PLAN CHECK CORRECTIONS 02/18/2025 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 PLAN CHECK - 04/09/2025 4/09/25 914-918 N Bewley St5/8/2025 REF REF REF REF W/D W/D W/D W/D W/D REF RE F WH WH FINISH TAG - WALLS, FLOORS, BASE, MILLWORK FINISH - TOP SURFACE MILLWORK TAG FINISH - FACE SURFACE FLOOR FINISH 1 FLOOR FINISH 2 FLOOR MATERIAL TRANSITION, SEE WHERE OCCURS. X1 T1 F1 /15 A9-1.1 SEE A5-1.2 FOR ENLARGED UNIT PLANS SEE A5-1.1 FOR ENLARGED UNIT PLANS SEE A5-1.4 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS C1 RF1 C1T1 C1 C1 RF1 C1 T1 T1 RF1 RF1 C1 C1 RF1 C1 C1 C1 T1 T1 T1 C1 C1 RF1 T1 T1 4 1 / 2 " RF1 P1 B1 P1 B1 P1 B1 P1 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh 1ST FLOOR FINISH PLAN A2-2.1 FO R C O N S T R U C T I O N PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND FINISH SCHEDULE TAG ITEM MANUFACTURER SPEC SIZE COLOR INSTALLATION NOTES CONTACT B1 WALL BASE BY CONTRACTOR PAINT-GRADE FLAT STOCK MDF 4"H PAINT TO MATCH P1 - <varies> <varies> C1 CARPET <varies> <varies> <varies> <varies> - - - P1 PAINT SHERWIN WILLIAMS INTERIOR LATEX PAINT - SW7636 ORIGAMI WHITE - 1,2 ROCKY BERLANGA rocky.m.berlanga@sherwin.com P2 PAINT DUNN EDWARDS INTERIOR LATEX PAINT - DEW380 WARM WHITE - 1,3 KIM HAMPTON kim.hampton@dunnedwards.com P3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com PL1 PLASTIC LAMINATE BY OWNER - - - - - <varies> RF1 LUXURY VINYL TILE <varies> <varies> TBD. <varies> STAGGER - - S1 QUARTZ PENTAL QUARTZ QUARTZ 65"X130" BQ8815P MISTERIO POLISHED - - KIM CLAYBORNE kim.clayborne@arcsurfaces.com T1 PORCELAIN TILE BY OWNER - - - - - T2 EXTERIO PORCELAIN TILE BY OWNER - - - - - T3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com T4 WALL TILE BY OWNER - - - - - FINISH SCHEDULE NOTES 1. PRIOR TO FABRICATION PROVIDE DRAW DOWN FOR ARCHITECTS REVIEW AND APPROVAL. 2. PROVIDE 2 COATS, EGGSHELL FINISH. 3. AT CEILINGS AND SOFFITS, PROVIDE 2 COATS, FLAT FINISH. 4. GROUT JOINT TO BE 1/8”, BASIS OF DESIGN: CUSTOM BUILDING PRODUCTS PRISM ULTIMATE PERFORMACE GROUT, OR EQUAL. 5. STRAIGHT BASE AT CARPET, COVED BASE AT RESILIENT FLOORING. 6. INSTALL AT ALL EXPOSED SURFACES. 7. MITER ALL EXTERIOR CORNERS. GENERAL NOTES 1. PRODUCTS SCHEDULED ARE TO ESTABLISH THE BASES OF DESIGN. SUBSTITUTION OF EQUAL OR BETTER PRODUCTS WILL BE CONSIDERED IN ACCORDANCE WITH THE PROVISIONS IN THE PROJECT SPECIFICATIONS. 2. FIELD MEASURE FOR ALL GLAZING AND MILLWORK CONDITIONS PRIOR TO MANUFACTURING. 3. PROVIDE TEMPORARY PROTECTION FOR ALL INSTALLED FINISHES AS WORK PROGRESSES. 4. INSTALL WALL FINISH FOR THE FULL HEIGHT OF THE PARTITION WITHOUT BASE. THERE SHALL BE NO UNFINISHED GAPS AT THE BASE OF GYPSUM BOARD 5. ALL EXISTING WALLS TO BE PAINTED, U.N.O. 6. ALL METAL ACCESS DOORS SHALL BE PAINTED TO MATCH ADJACENT WALL OR CEILING FINISH. 7. PREPARE ALL FLOORS TO RECEIVE NEW FINISHES IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION REQUIREMENTS. 8. PRIOR TO INSTALLATION OF FLOORING, SUBMIT WRITTEN CERTIFICATION BY FLOORING MANUFACTURER AND ADHESIVE MANUFACTURER THAT CONDITION OF SUB-FLOOR IS ACCEPTABLE. CONTRACTOR TO COMPLETE MOISTURE TESTING PER PER ASTM F-710, ASTM-F 2170-11 AND ASTM F-1869-10 RECOMMENDATIONS AND SUBMIT TO ARCHITECT FOR REVIEW. OBTAIN INSTRUCTIONS IF TEST RESULTS ARE NOT WITHIN LIMITS RECOMMENDED BY FLOORING MATERIALS MANUFACTURER. 9. PROVIDE ALLOWANCE TO FLOAT FLOOR WHERE NECESSARY TO ACHIEVE TOLERANCE OF 1/4" MAX. IN 10'-0" SPAN. 10. ALL CERAMIC, PORCELAIN, AND VCT TO BE INSTALLED WITH FULL TILE FROM TRANSITION AT DOOR AND FULL TILE FROM WALL PERPENDICULAR TO DOOR, U.N.O. 11. COORDINATE THE INSTALLATION OF WALL BASE WITH ANY MILLWORK. DELETE BASE WHERE BUILT- IN CABINETS ARE INDICATED. 1/4" = 1'-0" 1st FLOOR - FINISH PLAN 1 NORT H 03/24/25 914-918 N Bewley St5/8/2025 REF W/D W/D W/D W/D W/D W/D REF REF REF REF REF FINISH TAG - WALLS, FLOORS, BASE, MILLWORK FINISH - TOP SURFACE MILLWORK TAG FINISH - FACE SURFACE FLOOR FINISH 1 FLOOR FINISH 2 FLOOR MATERIAL TRANSITION, SEE WHERE OCCURS. X1 T1 F1 /15 A9-1.1 SEE A5-1.6 FOR ENLARGED UNIT PLANS SEE A5-1.6 FOR ENLARGED UNIT PLANS SEE A5-1.6 FOR ENLARGED UNIT PLANS SEE A5-1.6 FOR ENLARGED UNIT PLANS SEE A5-1.6 FOR ENLARGED UNIT PLANS SEE A5-1.6 FOR ENLARGED UNIT PLANS T1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 RF1 C1 C1 T1 RF1 RF1 RF1 RF1 RF1 T1 T1 T1 T1 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh 2ND FLOOR FINISH PLAN A2-2.2 FO R C O N S T R U C T I O N PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND FINISH SCHEDULE TAG ITEM MANUFACTURER SPEC SIZE COLOR INSTALLATION NOTES CONTACT B1 WALL BASE BY CONTRACTOR PAINT-GRADE FLAT STOCK MDF 4"H PAINT TO MATCH P1 - <varies> <varies> C1 CARPET <varies> <varies> <varies> <varies> - - - P1 PAINT SHERWIN WILLIAMS INTERIOR LATEX PAINT - SW7636 ORIGAMI WHITE - 1,2 ROCKY BERLANGA rocky.m.berlanga@sherwin.com P2 PAINT DUNN EDWARDS INTERIOR LATEX PAINT - DEW380 WARM WHITE - 1,3 KIM HAMPTON kim.hampton@dunnedwards.com P3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com PL1 PLASTIC LAMINATE BY OWNER - - - - - <varies> RF1 LUXURY VINYL TILE <varies> <varies> TBD. <varies> STAGGER - - S1 QUARTZ PENTAL QUARTZ QUARTZ 65"X130" BQ8815P MISTERIO POLISHED - - KIM CLAYBORNE kim.clayborne@arcsurfaces.com T1 PORCELAIN TILE BY OWNER - - - - - T2 EXTERIO PORCELAIN TILE BY OWNER - - - - - T3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com T4 WALL TILE BY OWNER - - - - - FINISH SCHEDULE NOTES 1. PRIOR TO FABRICATION PROVIDE DRAW DOWN FOR ARCHITECTS REVIEW AND APPROVAL. 2. PROVIDE 2 COATS, EGGSHELL FINISH. 3. AT CEILINGS AND SOFFITS, PROVIDE 2 COATS, FLAT FINISH. 4. GROUT JOINT TO BE 1/8”, BASIS OF DESIGN: CUSTOM BUILDING PRODUCTS PRISM ULTIMATE PERFORMACE GROUT, OR EQUAL. 5. STRAIGHT BASE AT CARPET, COVED BASE AT RESILIENT FLOORING. 6. INSTALL AT ALL EXPOSED SURFACES. 7. MITER ALL EXTERIOR CORNERS. GENERAL NOTES 1. PRODUCTS SCHEDULED ARE TO ESTABLISH THE BASES OF DESIGN. SUBSTITUTION OF EQUAL OR BETTER PRODUCTS WILL BE CONSIDERED IN ACCORDANCE WITH THE PROVISIONS IN THE PROJECT SPECIFICATIONS. 2. FIELD MEASURE FOR ALL GLAZING AND MILLWORK CONDITIONS PRIOR TO MANUFACTURING. 3. PROVIDE TEMPORARY PROTECTION FOR ALL INSTALLED FINISHES AS WORK PROGRESSES. 4. INSTALL WALL FINISH FOR THE FULL HEIGHT OF THE PARTITION WITHOUT BASE. THERE SHALL BE NO UNFINISHED GAPS AT THE BASE OF GYPSUM BOARD 5. ALL EXISTING WALLS TO BE PAINTED, U.N.O. 6. ALL METAL ACCESS DOORS SHALL BE PAINTED TO MATCH ADJACENT WALL OR CEILING FINISH. 7. PREPARE ALL FLOORS TO RECEIVE NEW FINISHES IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION REQUIREMENTS. 8. PRIOR TO INSTALLATION OF FLOORING, SUBMIT WRITTEN CERTIFICATION BY FLOORING MANUFACTURER AND ADHESIVE MANUFACTURER THAT CONDITION OF SUB-FLOOR IS ACCEPTABLE. CONTRACTOR TO COMPLETE MOISTURE TESTING PER PER ASTM F-710, ASTM-F 2170-11 AND ASTM F-1869-10 RECOMMENDATIONS AND SUBMIT TO ARCHITECT FOR REVIEW. OBTAIN INSTRUCTIONS IF TEST RESULTS ARE NOT WITHIN LIMITS RECOMMENDED BY FLOORING MATERIALS MANUFACTURER. 9. PROVIDE ALLOWANCE TO FLOAT FLOOR WHERE NECESSARY TO ACHIEVE TOLERANCE OF 1/4" MAX. IN 10'-0" SPAN. 10. ALL CERAMIC, PORCELAIN, AND VCT TO BE INSTALLED WITH FULL TILE FROM TRANSITION AT DOOR AND FULL TILE FROM WALL PERPENDICULAR TO DOOR, U.N.O. 11. COORDINATE THE INSTALLATION OF WALL BASE WITH ANY MILLWORK. DELETE BASE WHERE BUILT- IN CABINETS ARE INDICATED. 1/4" = 1'-0" 2nd FLOOR - FINISH PLAN 1 NORT H 03/24/25 914-918 N Bewley St5/8/2025 DN.02 DN.03 GROUND LEVEL 0' -0" DN.02 DN.02 DN.01 DN.01 DN.03DN.03 GROUND LEVEL 0' -0" DN.02 DN.03 DN.02 DN.03 GROUND LEVEL 0' -0" DN.02 DN.03 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh EXTERIOR ELEVATIONS A4-1.3 PLAN CHECK -10/23/2023 9/10/24 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - STORAGE SHED - EAST 2 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - STORAGE SHED - NORTH 4 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - STORAGE SHED - SOUTH 3 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - STORAGE SHED - WEST 1 DEMOLITION KEYNOTES SN.## DN# DESCRIPTION DN.01 DEMO (E) DOOR DN.02 DEMO (E) WOOD SIDING FINISH DN.03 DEMO (E) ROOF 914-918 N Bewley St5/8/2025 RE F RE F D 2' - 1 1 3 / 4 " 1' - 6 " A5-1.6 1D 1C A5-1.61E T1 C1 P1 B1 C1 P1 B1 RF1 P1 B1 P1 D E E E P3 I R-1 R-2 A9-2.1 1 2' - 1 1 " 4" 2' - 8 " CLR. 2' - 11" F.P P1 S1 L3 2' - 4" EQ EQ PL1 R-5 4" P1 S1 A9-2.1 4 A9-2.1 8 A9-2.1 1 2' - 9 " 3' - 1 1 1 / 4 " 0" 3 EQ. 3' - 7"F.P S1 PL1 PL1 F.P CLR 2' - 11 1/2" 3 EQ. 3' - 7"F.P P3 T3 T3 P3 B A P3 T3 T3 INDICATES HEIGHT OF CEILING ABOVE FINISH FLOOR GYPSUM BOARD CEILING X'-X" CEILING LIGHT FIXTURES CEILING FAN (E) 1 HR FIRE RATED WALL WINDOW OR LOUVER REFERENCE EA X Window Covering Reference H=Horizontal Blinds V=Vertical Blinds D=Darkening Drapes LS=Light Proof Shades DOOR REFERENCE WOOD STUD WALL MILLWORK, SEE MILLWORK DETAILS DOOR TAG SEE A6-1.1 AT PLAM SURFACE: PROVIDE TOP MOUNT SINK AT SOLID SURFACE: PROVIDE UNDER-MOUNT SINK SINK: 0000A (TYPICAL WALL TYPE A UNLESS OTHERWISE NOTED) SEE WALL REFERENCE 1/A9-1.1 A 6" 6'-0" STUD SIZE LOW PARTITION HEIGHT (WHERE OCCURS) WALL TYPE A ACOUSTIC BATT INSULATION A5-1.6 1D 1C 1' - 6 " 1' - 6 " 3' - 0 " 2' - 0" 2' - 6 " A A5-1.61E 2' - 0" 1' - 6 1 / 2 " 3' - 8 " 2' - 0" E-4 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh ADU ENLARGED PLANS AND ELEVATIONS A5-1.6 PLAN CHECK -10/23/2023 9/10/24 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGENDLEGEND SHEET KEYNOTES SN.## GENERAL NOTES 1/4" = 1'-0" ADU ENLARGED FLOOR PLAN 1 1/4" = 1'-0" 1C 1/4" = 1'-0" 1D 1/4" = 1'-0" 1E 1/4" = 1'-0" ADU - NORTH ELEVATION 4 1/4" = 1'-0" ADU - SOUTH ELEVATION 3 5 1/4" = 1'-0"ADU - WEST ELEVATION6 1/4" = 1'-0"ADU - EAST ELEVATION SN# DESCRIPTION 1/4" = 1'-0" 1A FINISH SCHEDULE TAG ITEM MANUFACTURER SPEC SIZE COLOR INSTALLATION NOTES CONTACT B1 WALL BASE BY CONTRACTOR PAINT-GRADE FLAT STOCK MDF 4"H PAINT TO MATCH P1 - C1 CARPET - - - P1 PAINT SHERWIN WILLIAMS INTERIOR LATEX PAINT - SW7636 ORIGAMI WHITE - 1,2 ROCKY BERLANGA rocky.m.berlanga@sherwin.com P2 PAINT DUNN EDWARDS INTERIOR LATEX PAINT - DEW380 WARM WHITE - 1,3 KIM HAMPTON kim.hampton@dunnedwards.com P3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com PL1 PLASTIC LAMINATE BY OWNER - - - - - RF1 LUXURY VINYL TILE TBD. STAGGER - - S1 QUARTZ PENTAL QUARTZ QUARTZ 65"X130" BQ8815P MISTERIO POLISHED - - KIM CLAYBORNE kim.clayborne@arcsurfaces.com T1 PORCELAIN TILE BY OWNER - - - - - T2 EXTERIO PORCELAIN TILE BY OWNER - - - - - T3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com RESTROOM ACCESSORY SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION A KOHLER BY OWNER WHITE ELONGATED TOILET B KOHLER BY OWNER WHITE ELONGATED TOILET C KOHLER BY OWNER LEVEL TOILET PAPER HOLDER D KOHLER BY OWNER TOWEL BAR E KOHLER BY OWNER TOWEL HOOK RACK F KOHLER BY OWNER OVAL CERAMIC SINK G BY OWNER BY OWNER 2'4" x 3'6" FRAMELESS MIRROR H BY OWNER BY OWNER FRAMELESS RECESSED BATHROOM MEDICINE CABINET WITH MIRROR I BY OWNER BY OWNER 2'4" x 3'0" FRAMELESS MIRROR EQUIPMENT SCHEDULE TAG DESCRIPTION MANUFACTURER PRODUCT NUMBER E-1 FRONT LOAD WASHER / DRYER BY OWNER BY OWNER E-2 RANGE BY OWNER BY OWNER E-3 RANGE HOOD BY OWNER BY OWNER E-4 REFRIDGERATOR BY OWNER BY OWNER 1/4" = 1'-0" 1B FINISH SCHEDULE NOTES 1. PRIOR TO FABRICATION PROVIDE DRAW DOWN FOR ARCHITECTS REVIEW AND APPROVAL. 2. PROVIDE 2 COATS, SEMI-GLOSS FINISH AT ALL RESTROOMS, JANITOR CLOSETS, AND WASHER/DRYER CLOSETS. FOR ALL OTHER LOCATIONS, PROVIDE 2 COATS, EGGSHELL FINISH. 3. AT CEILINGS AND SOFFITS, PROVIDE 2 COATS, FLAT FINISH. 4. AT EXTERIOR WALLS, PROVIDE 2 COATS, FLAT FINISH, IN LAYOUT AS SHOWN IN ELEVATIONS. 5. GROUT SIZE AS INDICATED ON FINISH SCHEDULE, GROUT COLOR TO BE SELECTED BY ARCHITECT FROM MFR'S STANDARD COLORS. BASIS OF DESIGN: CUSTOM BUILDING PRODUCTS PRISM ULTIMATE PERFORMACE GROUT, OR EQUAL. 6. INSTALL AT ALL EXPOSED SURFACES. 7. MITER ALL INTERIOR AND EXTERIOR CORNERS. 8. WOOD GRAINS TO RUN VERTICAL. 9. ADHERE TO SUBSTRATE PER MANUFACTURER'S RECOMMENDED ADHESIVE. 10. INSTALL AS SHOWN IN EXTERIOR ELEVATIONS. 914-918 N Bewley St5/8/2025 1 A4-2.1 UNIT 101 UNIT 100 UNIT 100 UNIT 102 UNIT 105 UNIT 103 UNIT 101 LIVING ROOM BEDROOM BATHROOM BEDROOM KITCHEN BATHROOM WASHER/ DRYER CLOSET BEDROOM BEDROOMBATHROOM KITCHEN LIVING ROOM WASHER/ DRYER BEDROOM LIVING ROOM DINING KITCHEN BEDROOM BATHROOMCORRIDOR WASHER/ DRYER KITCHEN DINING BATHROOM CORRIDORBEDROOM LIVING ROOM LIVING ROOM WASHER/ DRYER KITCHEN BATHROOMBEDROOM RESTROOM HALLWAY BEDROOM BEDROOM WASHER/ DRYER STORAGE SEE A5-1.2 FOR ENLARGED UNIT PLANS SEE A5-1.1 FOR ENLARGED UNIT PLANS SEE A5-1.4 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS A0-3.1 11 SN.01 SN.01 SN.01 SN.01 SN.01 1 A8-1.1 1 A8-1.1 9 A9-1.1 9 A9-1.1 9 A9-1.1 9 A9-1.1 SN.01 SN.01 12 A6-2.1 INDICATES HEIGHT OF CEILING ABOVE FINISH FLOOR (1) HOUR FIRE RATED GYPSUM BOARD CEILING TYPE (X) X'-X" CEILING LIGHT FIXTURES CEILING FAN EXTERIOR LIGHT FIXTURES EXTERIOR LIGHT FIXTURES 2 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh 1ST FLOOR RCP A3-2.1 FO R C O N S T R U C T I O N PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" 1st FLOOR - IMPROVEMENT RCP 1 SHEET KEYNOTES SN.## LEGEND GENERAL NOTES 1. CENTER CEILING TILE IN ROOM U.N.O. 2. AT TEGULAR TILES, ALL EDGES TO BE FACTORY FINISH. IF NOT ABLE TO HAVE FACTORY FINISH, CUT EDGES TO BE PAINTED TO MATCH TILE. 3. ALL GYPSUM BOARD CEILINGS AND SOFFITS TO BE FINISHED LEVEL 5. 4. NOTIFY WESTGROUP DESIGNS OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ELECTRICAL OR MECHANICAL DRAWINGS AND OBTAIN CLARIFICATION BEFORE COMMENCING WITH CONSTRUCTION. 5. LOCATE RECESSED DOWNLIGHTS, WALL WASHERS AND SPOT LIGHTS IN THE CENTER OF 2'X2' CEILING TILES, U.N.O. 6. ALL CONDUIT AND HVAC DUCTS SHALL BE INDEPENDENTLY SUSPENDED FROM SAME SUSPENSION AS CEILING SYSTEM. 7. ALL EQUIPMENT IN PLENUM TO BE LOCATED AWAY FROM GYPSUM BOARD CEILINGS. NO ACCESS HATCHES IN GYPSUM BOARD CEILING WITHOUT PRIOR APPROVAL FROM ARCHITECT. 8. LIGHT SENSOR LOCATIONS AS DETERMINED BY THE ELECTRICAL ENGINEER SHALL BE FIELD APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 9. VERIFY ALL CLEARANCES IN PLENUM AREA AND ADVISE ARCHITECT OF MECHANICAL EQUIPMENT THAT REQUIRES RELOCATION. 10. ALL FIRE ALARM SYSTEM, SMOKE DETECTION, AND LIFE SAFETY EQUIPMENT SHALL MATCH BUILDING STANDARD. 11. PROVIDE FLUSH SPRINKLER HEAD COVERS AT ALL GYPSUM BOARD AND DECORATIVE SPECIALTY CEILINGS. GC TO CONFIRM COLOR AND FINISH WITH ARCHITECT PRIOR TO PROCUREMENT. SN# DESCRIPTION SN.01 EXTERIOR LIGHTING FIXTURE NORT H 03/24/25 914-918 N Bewley St5/8/2025 UNIT 202 UNIT 204 UNIT 205 UNIT 206 UNIT 201 UNIT 203 LIVING & DINING ROOM BEDROOM KITCHEN BATHROOM BEDROOM KITCHEN WASH ER/DR YER WASH ER/DR YER BATHROOM LIVING & DINING ROOM BEDROOM BEDROOM BATHROOM KITCHEN WASH ER/DR YER BEDROOM BEDROOM LIVING & DINING ROOM BEDROOM BEDROOM LIVING & DINING ROOM BATHROOM KITCHEN BEDROOM BEDROOM LIVING & DINING ROOM BATHROOM KITCHEN WASH ER/DR YER WASH ER/DR YER BEDROOMBEDROOM LIVING & DINING ROOM BATHROOM KITCHEN WASH ER/DR YER SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS 9 A9-1.1 9 A9-1.1 9 A9-1.1 9 A9-1.1 9 A9-1.1 9 A9-1.1 INDICATES HEIGHT OF CEILING ABOVE FINISH FLOOR (1) HOUR FIRE RATED GYPSUM BOARD CEILING TYPE (X) X'-X" CEILING LIGHT FIXTURES CEILING FAN 2 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh 2ND FLOOR RCP A3-2.2 FO R C O N S T R U C T I O N PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" 2nd FLOOR - IMRPOVEMENT RCP 1 LEGEND GENERAL NOTES 1. CENTER CEILING TILE IN ROOM U.N.O. 2. AT TEGULAR TILES, ALL EDGES TO BE FACTORY FINISH. IF NOT ABLE TO HAVE FACTORY FINISH, CUT EDGES TO BE PAINTED TO MATCH TILE. 3. ALL GYPSUM BOARD CEILINGS AND SOFFITS TO BE FINISHED LEVEL 5. 4. NOTIFY WESTGROUP DESIGNS OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ELECTRICAL OR MECHANICAL DRAWINGS AND OBTAIN CLARIFICATION BEFORE COMMENCING WITH CONSTRUCTION. 5. LOCATE RECESSED DOWNLIGHTS, WALL WASHERS AND SPOT LIGHTS IN THE CENTER OF 2'X2' CEILING TILES, U.N.O. 6. ALL CONDUIT AND HVAC DUCTS SHALL BE INDEPENDENTLY SUSPENDED FROM SAME SUSPENSION AS CEILING SYSTEM. 7. ALL EQUIPMENT IN PLENUM TO BE LOCATED AWAY FROM GYPSUM BOARD CEILINGS. NO ACCESS HATCHES IN GYPSUM BOARD CEILING WITHOUT PRIOR APPROVAL FROM ARCHITECT. 8. LIGHT SENSOR LOCATIONS AS DETERMINED BY THE ELECTRICAL ENGINEER SHALL BE FIELD APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 9. VERIFY ALL CLEARANCES IN PLENUM AREA AND ADVISE ARCHITECT OF MECHANICAL EQUIPMENT THAT REQUIRES RELOCATION. 10. ALL FIRE ALARM SYSTEM, SMOKE DETECTION, AND LIFE SAFETY EQUIPMENT SHALL MATCH BUILDING STANDARD. 11. PROVIDE FLUSH SPRINKLER HEAD COVERS AT ALL GYPSUM BOARD AND DECORATIVE SPECIALTY CEILINGS. GC TO CONFIRM COLOR AND FINISH WITH ARCHITECT PRIOR TO PROCUREMENT. NORT H 03/24/25 914-918 N Bewley St5/8/2025 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" PN.02 DN.04 DN.02 DN.02 PN.02 PN.02 PN.01 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07DN.07 2 2 PN.03 PN.03 PN.03 PN.03 PN.03 22222 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" DN.01 DN.02 DN.01 DN.01 DN.01DN.01 DN.02 DN.04 DN.05 DN.03DN.03 DN.04DN.04 DN.06DN.06 DN.07DN.07 2 2 PN.03PN.03 PN.03 PN.03 22 2 2 PN.03PN.03 DN.07 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" PN.02 DN.04 PN.01 DN.04 DN.04 PN.01 DN.05DN.05 DN.03 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 2 2 2 2 PN.03 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh EXTERIOR ELEVATIONS A4-1.1 FO R C O N S T R U C T I O N PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - NORTH 3 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - SOUTH 1 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - WEST 2 PROTECTION KEYNOTES PN.## DEMOLITION KEYNOTES DN.## DN# DESCRIPTION DN.01 DEMO (E) ENTRY DOOR DN.02 DEMO (E) AWNING CANOPY DN.03 DEMO (E) UNIT ENTRY STAIRS DN.04 DEMO (E) STAIRS DN.05 DEMO (E) LIGHTING FIXTURE DN.06 DEMO (E) RAILING DN.07 DEMO (E) WINDOW PN# DESCRIPTION PN.01 (E) ELECTRIC METER TO REMAIN PN.02 (E) EIFS FINISH TO REMAIN AND TO BE PAINTED PN.03 (E)WINDOW TO REMAIN 2 2 2 PLAN CHECK CORRECTIONS 03/14/2025 2 03/24/25 914-918 N Bewley St5/8/2025 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" DN.01DN.01 DN.02 DN.02 DN.02 DN.02 DN.03 DN.04 DN.04 DN.05 DN.05 PN.01 PN.01 PN.02 DN.04 DN.04DN.04 TYP. 2' - 2 " DN.07DN.07 DN.07 DN.07 22 2 2 DN.07DN.07 DN.07 DN.07 2 22 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" DN.01 PN.02 DN.04DN.04 DN.02 DN.02 TYP. PN.03 PN.03 PN.03 PN.03 222 2 DN.07 2 DN.07 DN.07DN.07DN.07DN.07DN.07 2 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" PN.02 DN.06 DN.04 DN.05 PN.01 DN.06 DN.01 DN.01DN.01DN.01 DN.03DN.03 DN.02 TYP. 4' - 0" 4' - 0 " DN.07 2 DN.07 22 DN.07 DN.07 2 PN.03PN.03 PN.03 2 PN.03 22 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh EXTERIOR ELEVATIONS A4-1.2 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - EAST 2 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - SOUTH 3 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - NORTH 1 PROTECTION KEYNOTES PN.## DN# DESCRIPTION DN.01 DEMO (E) ENTRY DOOR DN.02 DEMO (E) AWNING CANOPY DN.03 DEMO (E) UNIT ENTRY STAIRS DN.04 DEMO (E) STAIRS DN.05 DEMO (E) LIGHTING FIXTURE DN.06 DEMO (E) RAILING DN.07 DEMO (E) WINDOW DEMOLITION KEYNOTES DN.## PN# DESCRIPTION PN.01 (E) ELECTRIC METER TO REMAIN PN.02 (E) EIFS FINISH TO REMAIN AND TO BE PAINTED 2 PLAN CHECK CORRECTIONS 03/14/2025 2 FO R C O N S T R U C T I O N 03/24/25 914-918 N Bewley St5/8/2025 DN.02 DN.03 GROUND LEVEL 0' -0" DN.02 DN.02 DN.01 DN.01 DN.03DN.03 GROUND LEVEL 0' -0" DN.02 DN.03 DN.02 DN.03 GROUND LEVEL 0' -0" DN.02 DN.03 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh EXTERIOR ELEVATIONS A4-1.3 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - STORAGE SHED - EAST 2 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - STORAGE SHED - NORTH 4 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - STORAGE SHED - SOUTH 3 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - STORAGE SHED - WEST 1 DEMOLITION KEYNOTES SN.## DN# DESCRIPTION DN.01 DEMO (E) DOOR DN.02 DEMO (E) WOOD SIDING FINISH DN.03 DEMO (E) ROOF FO R C O N S T R U C T I O N 03/24/25 914-918 N Bewley St5/8/2025 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" SN.05 SN.04SN.05 SN.04SN.04 SN.04SN.04 SN.08 SN.09A8-1.1 2 P3 T2 TYP. U.N.O GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" P3 P3 T3 T3 TYP. U.N.O TYP. U.N.O GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" SN.05 SN.04 SN.04 SN.04 SN.08 P3 T2 TYP. U.N.O 4' - 4" Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh EXTERIOR ELEVATIONS A4-1.4 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" RENOVATION EXTERIOR ELEVATION - EAST 2 1/4" = 1'-0" RENOVATION EXTRIOR ELEVATION - NORTH 3 1/4" = 1'-0" RENOVATION EXTERIOR ELEVATION - SOUTH 1 SHEET KEYNOTES SN# DESCRIPTION SN.04 ENTRY LIGHTING FIXTURE SN.05 EXTERIOR LIGHTING FIXTURE SN.08 ENTRY WOOD CANOPY - SEE DETAIL SN.09 30"x30" FASCIA ACCESS PANEL EXTERIOR FINISH SCHEDULE T2 P3 EXTERIOR PAINT - DUNN EDWARDS EXTERIOR PORCELAIN TILE - EMSER TILW SEE SPEC. FOR COLORS AND MODEL NUMBERS FO R C O N S T R U C T I O N 03/24/25 914-918 N Bewley St5/8/2025 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" P3 T3 TYP. U.N.O GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" P3 T3 TYP. U.N.O P3 T3 TYP. U.N.O GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" SN.05 SN.04SN.04SN.04 SN.04 3 A0-3.1 P3 T3 TYP. U.N.O Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh EXTERIOR ELEVATIONS A4-1.5 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" RENOVATION EXTERIOR ELEVATION - SOUTH 3 1/4" = 1'-0" RENOVATION EXTERIOR ELEVATION - WEST 2 1/4" = 1'-0" RENOVATION EXTERIOR ELEVATION - NORTH 1 SHEET KEYNOTES SN.## SN# DESCRIPTION SN.04 ENTRY LIGHTING FIXTURE SN.05 EXTERIOR LIGHTING FIXTURE EXTERIOR FINISH SCHEDULE T2 P3 EXTERIOR PAINT - DUNN EDWARDS EXTERIOR PORCELAIN TILE - EMSER TILW SEE SPEC. FOR COLORS AND MODEL NUMBERS FO R C O N S T R U C T I O N 03/24/25 914-918 N Bewley St5/8/2025 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" 2 A4-2.1 UNIT 204 109 UNIT 205 110 UNIT 206 111 UNIT 105 102 UNIT 101 105 UNIT 101 105 UNIT 103 104 UNIT 204 109 UNIT 205 110 UNIT 206 111 UNIT 101 105 UNIT 103 104 UNIT 105 102 LIVING ROOMBEDROOMLIVING ROOMBEDROOMBEDROOMBEDROOMBEDROOM BEDROOMKITCHENBEDROOMKITCHENKITCHENBEDROOM GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" 3 A4-2.1 UNIT 203 108 UNIT 203 108 UNIT 203 108 UNIT 102 101 UNIT 102 101 UNIT 105 102 UNIT 105 102 UNIT 105 102 UNIT 206 111 UNIT 206 111 UNIT 206 111 KITCHEN LIVING ROOM BEDROOM CORRIDOR BATHROOM BATHROOM LIVING & DINING ROOMKITCHENKITCHEN LIVING & DINING ROOMBATHROOM 12 A6-2.1 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" 2 A4-2.1 UNIT 102 101 UNIT 102 101 UNIT 102 101 UNIT 100 100 UNIT 100 100 UNIT 100 100UNIT 100 100 UNIT 203 108 UNIT 203 108 UNIT 202 107 UNIT 202 107 UNIT 201 106 UNIT 201 106 BEDROOM KITCHEN BATHROOM BATHROOM KITCHEN BATHROOM BEDROOM BEDROOMBATHROOMBEDROOMBATHROOMBATHROOMBEDROOM A0-3.1 9 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh BUILDING SECTIONS A4-2.1 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" BUILDING SECTION 3 1/4" = 1'-0" BUILDING SECTION 2 1/4" = 1'-0" BUILDING SECTION 1 FO R C O N S T R U C T I O N 03/24/25 914-918 N Bewley St5/8/2025 REF W/D REF REF A0-1.11P 1 A5-1.1 2A 2B A5-1.11A 1B 003 003 002 002 002 001 005 004 001 LIVING ROOM BEDROOM BATHROOM KITCHEN BEDROOM BEDROOMBATHROOM CLOSET 1' - 6"1' - 6"5' - 1" 1' - 0 1/2" 2' - 0 " C B B B B B A F B B B A 3' - 1"3' - 6 1/4"11' - 7 1/4" 13 ' - 0 " 27' - 3" 40 ' - 6 1 / 2 " 15' - 0" 20 ' - 1 1 / 4 " 9' - 5 " 11 ' - 0 1 / 2 " 3' - 8 " 6' - 1 1 " 3' - 6 " 3' - 7 1 / 4 " 8' - 0 3 / 4 " 11 ' - 2 " 4' - 0" 2' - 6 1 / 4 " 1' - 1 1 1 / 4 " 1' - 0" RF1 C1 T1 3' - 1 1 / 4 " 135.0° 135.0° P1 P1 C1 P1 C1 P1 RF1 P1 B1 B1 P1 B1 B1 T1 P1 A5-1.1 3A T4 3B LIVING ROOM BEDROOM BATHROOM BEDROOM KITCHEN BATHROOM WASHER /DRYER CLOSET BEDROOM 2' - 5" 2' - 6 1 / 2 " 2' - 6" 2' - 6 " 2' - 0 " 2' - 0 " 2' - 6" 2' - 6 " 2' - 6" EQ EQ EQ EQ 2' - 6 " 2' - 6 " 2' - 6"2' - 6" 2' - 6" 3' - 0 " EQ EQ 2' - 0" EQ EQ 2' - 6 " P2 TYP. U.N.O EQ EQEQEQ2' - 6" EQ EQ 2' - 6" 4' - 7 " 8' -0" EQ EQ 2' - 2 " EQ EQ EQ EQ EQ EQ 4' - 0 " 4' - 6 " 2' - 3 " EQ EQ 2' - 0"2' - 0"EQ EQ 5' - 10" 8' -0" 8' -0" 8' -0" 8' -0" 9' -0" 9' -0" 9' -0" 9' -0"8' -0" 9' -0" SN.03 E H C P1 2' - 0" 3" 3' - 1 1 " 4" 3' - 0 " F 8' - 0 " 3' - 0 " 4" 3' - 1 1 " 1" 2" B J A9-2.1 1 S1 P1 F.P 2 EQ. 2' - 11" L3 2' - 4" EQ EQ 3' - 10"4' - 5" 2' - 6" 5' - 0 " SN.02SN.01 MI N . 2' - 8 " A9-2.1 8 A9-2.1 8 A9-2.1 1 P1 1' - 1" CLR 3' - 0"1' - 0" 3' - 2 " 1' - 6 " 4" 2' - 8 " 4" A9-2.1 8 E-3 E-2E-4 A9-2.1 7 A9-2.1 4 P1 S19' - 0 " 4" 2' - 8 " 4" 1' - 6 " 3' - 2 " 1' - 3" VERIFY 2' - 6"1' - 6" 1' - 0 1/2" 1' - 3" VERIFY 2' - 6" 2 EQ. 2' - 7"11 1/4" VERIFY 3' - 0 1/4" PL1 PL1 A0-1.11P 1 A5-1.12D 2A 2B BATHROOM 4' - 5" 5' - 1 1 / 4 " 11' - 3 1/4" 2' - 4"1' - 6"3' - 0" 2' - 0 " UNIT 100 100 F B B A F 003 8' - 0 1 / 2 " C D 2' - 6" SN.02 A0-1.11P 1 KITCHEN 2' - 1"2' - 6"1' - 3"3' - 0 3/4" 2' - 0 3 / 4 " 1' - 0 " 3' - 0 " 1' - 0 " 2' - 6" 10 ' - 8 1 / 2 " 11' - 4 3/4" A B B B UNIT 100 100 E-3 E-2 E-4 A5-1.1 3B INDICATES HEIGHT OF CEILING ABOVE FINISH FLOOR (1) HOUR FIRE RATED GYPSUM BOARD CEILING TYPE (X) SEE DETAIL 17/A9-1.1 X'-X" CEILING LIGHT FIXTURES CEILING FAN (E) 1 HR FIRE RATED WALL DOOR REFERENCE WOOD STUD WALL MILLWORK, SEE MILLWORK DETAILS DOOR TAG SEE A6-1.1 AT PLAM SURFACE: PROVIDE TOP MOUNT SINK AT SOLID SURFACE: PROVIDE UNDER-MOUNT SINK SINK: 0000A (TYPICAL WALL TYPE A UNLESS OTHERWISE NOTED) SEE WALL REFERENCE A9-1.1 A 6" 6'-0" STUD SIZE LOW PARTITION HEIGHT (WHERE OCCURS) WALL TYPE A ACOUSTIC BATT INSULATION FINISH TAG - WALLS, FLOORS, BASE, MILLWORK FINISH - TOP SURFACE MILLWORK TAG FINISH - FACE SURFACE FLOOR FINISH 1 FLOOR FINISH 2 FLOOR MATERIAL TRANSITION, SEE WHERE OCCURS. X1 T1 F1 /15 A9-1.1 8' - 0 " 5' - 0" 5' - 0 " SN.02SN.04 5' - 0 " 5' - 0"SN.05 T4 2' - 8 " SN.01 5' - 0 " SN.05 T4 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh UNIT 100 ENLARGED PLANS AND ELEVATIONS A5-1.1 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND 1/4" = 1'-0" UNIT 100 ENLARGED FLOOR PLAN 1 1/4" = 1'-0" UNIT 100 REFLECTED CEILING PLAN 2 1/4" = 1'-0" 2A 1/4" = 1'-0" 2B 1/4" = 1'-0" 1A 1/4" = 1'-0" 1B 1/4" = 1'-0" 2C 1/4" = 1'-0" 1C FINISH SCHEDULE TAG ITEM MANUFACTURER SPEC SIZE COLOR INSTALLATION NOTES CONTACT B1 WALL BASE BY CONTRACTOR PAINT-GRADE FLAT STOCK MDF 4"H PAINT TO MATCH P1 - <varies> <varies> C1 CARPET <varies> <varies> <varies> <varies> - - - P1 PAINT SHERWIN WILLIAMS INTERIOR LATEX PAINT - SW7636 ORIGAMI WHITE - 1,2 ROCKY BERLANGA rocky.m.berlanga@sherwin.com P2 PAINT DUNN EDWARDS INTERIOR LATEX PAINT - DEW380 WARM WHITE - 1,3 KIM HAMPTON kim.hampton@dunnedwards.com P3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com PL1 PLASTIC LAMINATE BY OWNER - - - - - <varies> RF1 LUXURY VINYL TILE <varies> <varies> TBD. <varies> STAGGER - - S1 QUARTZ PENTAL QUARTZ QUARTZ 65"X130" BQ8815P MISTERIO POLISHED - - KIM CLAYBORNE kim.clayborne@arcsurfaces.com T1 PORCELAIN TILE BY OWNER - - - - - T2 EXTERIO PORCELAIN TILE BY OWNER - - - - - T3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com T4 WALL TILE BY OWNER - - - - - RESTROOM ACCESSORY SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION A KOHLER BY OWNER WHITE ELONGATED TOILET B KOHLER BY OWNER WHITE ELONGATED TOILET C KOHLER BY OWNER LEVEL TOILET PAPER HOLDER D KOHLER BY OWNER TOWEL BAR E KOHLER BY OWNER TOWEL HOOK RACK F KOHLER BY OWNER OVAL CERAMIC SINK G BY OWNER BY OWNER 2'4" x 3'6" FRAMELESS MIRROR H BY OWNER BY OWNER FRAMELESS RECESSED BATHROOM MEDICINE CABINET WITH MIRROR I BY OWNER BY OWNER 2'4" x 3'0" FRAMELESS MIRROR EQUIPMENT SCHEDULE TAG DESCRIPTION MANUFACTURER PRODUCT NUMBER E-1 FRONT LOAD WASHER / DRYER BY OWNER BY OWNER E-2 RANGE BY OWNER BY OWNER E-3 RANGE HOOD BY OWNER BY OWNER E-4 REFRIDGERATOR BY OWNER BY OWNER FINISH SCHEDULE NOTES 1. PRIOR TO FABRICATION PROVIDE DRAW DOWN FOR ARCHITECTS REVIEW AND APPROVAL. 2. PROVIDE 2 COATS, SEMI-GLOSS FINISH AT ALL RESTROOMS, JANITOR CLOSETS, AND WASHER/DRYER CLOSETS. FOR ALL OTHER LOCATIONS, PROVIDE 2 COATS, EGGSHELL FINISH. 3. AT CEILINGS AND SOFFITS, PROVIDE 2 COATS, FLAT FINISH. 4. AT EXTERIOR WALLS, PROVIDE 2 COATS, FLAT FINISH, IN LAYOUT AS SHOWN IN ELEVATIONS. 5. GROUT SIZE AS INDICATED ON FINISH SCHEDULE, GROUT COLOR TO BE SELECTED BY ARCHITECT FROM MFR'S STANDARD COLORS. BASIS OF DESIGN: CUSTOM BUILDING PRODUCTS PRISM ULTIMATE PERFORMACE GROUT, OR EQUAL. 6. INSTALL AT ALL EXPOSED SURFACES. 7. MITER ALL INTERIOR AND EXTERIOR CORNERS. 8. WOOD GRAINS TO RUN VERTICAL. 9. ADHERE TO SUBSTRATE PER MANUFACTURER'S RECOMMENDED ADHESIVE. 10. INSTALL AS SHOWN IN EXTERIOR ELEVATIONS. 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 1/4" = 1'-0" 2D SHEET KEYNOTES 1/4" = 1'-0" 3A 1/4" = 1'-0" 3B SN# DESCRIPTION SN.01 PROVIDE 2x8 BACKING FOR FUTURE GRAB BAR PER R327.1.1 SN.02 36" X36" ONE -PIECE ACRLIC SHOWER W/ IN PLACE BACKING SN.03 (N) LIGHTING FIXTURE SN.04 PROVIDE FOLD AWAY GRAB BAR PER EXCEPTION (2) ON R327.1.1 SN.05 60x30x15 ACRYLX ALCOVE BATHTUB GENERAL NOTES 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 ABOVE THE BATHTUB RIM ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR UNLESS EXCEPTION MET. (R327.1.2) INTERIOR DOOR WIDTH (AT LEAST ONE BEDROOM DOOR AND ONE BATHROOM DOOR WITH 32" CLEAR OPENING), EFFECTIVE JULY 1, 2024 (R327.1.3) 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 HEIGHT REQUIREMENT CANNOT BE MET FOR INTEGRATED DOORBELL FEATURES, 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) 3 PLAN CHECK - 04/09/2025 4/09/25 914-918 N Bewley St5/8/2025 REF W/D W/D REF REF W/D A5-1.22D 2A 2B A5-1.21A 1B 1C 002 003 002 004 001 7' - 8 " 3' - 8 " 3' - 6 " 2' - 6 1 / 4 " 11' - 10 1/4"15' - 4 3/4" 9' - 6 3 / 4 " 15 ' - 0 " 24 ' - 6 3 / 4 " 27' - 3" BEDROOM LIVING ROOM BEDROOM BATHROOM KITCHEN B B C B B B UNIT 102 101 11' - 9 3/4" 3' - 8 " 3' - 3 1 / 4 " 7' - 1 3 / 4 " 8' - 0 1/4"3' - 6" 3' - 2 1/2" P1 C1 B1 P1 RF1 B1 P1 T1 P1 C1 B1 A5-1.1 BEDROOM BATHROOM KITCHEN LIVING ROOM WASHER/D RYER BEDROOM UNIT 102 101 2' - 4 1 / 2 " 2' - 6"EQ EQ 2' - 6" 2' - 5 1 / 2 " 2' - 6 " EQ EQ 2' - 6"2' - 6"EQ EQ P2 TYP. U.N.O 2' - 6 " 2' - 6 " EQ EQ 1' - 3"5' - 8" 8' -0" 8' -0" 1' - 6 " 1' - 6 " EQ EQ 2' - 0"2' - 0"EQ EQ 2' - 6"3' - 8"4' - 1 0 " 2' - 2 " EQ EQ 3' - 0 " 1' - 6 " 9' -0" 8' -6" 9' -0" 9' -0" 8' -0" 9' -0" A9-2.1 8 A9-2.1 8 A9-2.1 1 SN.01 1' - 3" CLR 3' - 0" 9' - 0 " 3' - 2 " 1' - 6 " 4" 3' - 0 " PL1 PL1 P1 S1 1' - 3" A9-2.1 8 A9-2.1 7 A9-2.1 4 SN.01 E-2 E-3 3' - 2 " 1' - 6 " 4" 2' - 8 " 4" 1' - 0 1/2"9"F.P1' - 5" VERIFY 2' - 6" F.P1' - 5" VERIFY 2' - 6" 2 EQ. 1' - 8"1' - 0" S1 PL1 PL1 A9-2.1 8 A9-2.1 7 A9-2.1 4 SN.01 E-4 4" 2' - 8 " 4" 1' - 6 " 3' - 2 " 2 EQ. 2' - 6"1' - 0" 1' - 6" 1' - 1 1/2"VERIFY 3' - 2" AL I G N S1 PL1 PL1 P1 1" 3' - 1 1 " 4" 3' - 0 " 2" SN.03 2' - 0" R-5 R-7 P1 SN.04 G R-2 A A9-2.1 1 L3 P1 S1 F.P 2 EQ. 2' - 11" PL1 3' - 0 " 4" 3' - 1 1 " 3" EQ EQ 2' - 4" SN.052' - 6" T4 2' - 8 " SN.01 A5-1.22D 2A 2B 003 2' - 0 " 6' - 3 " B B C BATHROOM UNIT 102 101 1' - 6"1' - 6" 1' - 6" 6' - 7 3 / 4 " R-3 4' - 1 1 1 / 2 " A5-1.22D A5-1.21A 1B 1C 003 004 3' - 2"2' - 0"2' - 6" 2' - 0"1' - 8"2' - 6"1' - 6"3' - 2 1/2" B B B B F KITCHEN UNIT 102 101 11' - 4" 9' - 4 3 / 4 " 2' - 0 " 1' - 3 1 / 4 " 2' - 9 " 1' - 3 1 / 4 " 2' - 0 " E-1 E-4 E-3 E-2 INDICATES HEIGHT OF CEILING ABOVE FINISH FLOOR GYPSUM BOARD CEILING X'-X" CEILING LIGHT FIXTURES CEILING FAN (E) 1 HR FIRE RATED WALL WINDOW OR LOUVER REFERENCE EA X Window Covering Reference H=Horizontal Blinds V=Vertical Blinds D=Darkening Drapes LS=Light Proof Shades DOOR REFERENCE WOOD STUD WALL MILLWORK, SEE MILLWORK DETAILS DOOR TAG SEE (add in view ref.) AT PLAM SURFACE: PROVIDE TOP MOUNT SINK AT SOLID SURFACE: PROVIDE UNDER-MOUNT SINK SINK: 0000A (TYPICAL WALL TYPE A UNLESS OTHERWISE NOTED) SEE WALL REFERENCE (add in view ref.) A 6" 6'-0" STUD SIZE LOW PARTITION HEIGHT (WHERE OCCURS) WALL TYPE A ACOUSTIC BATT INSULATION 6' - 2 1/2" T4 SN.05 5' - 0" 5' - 0 " Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh UNIT 102 ENLARGED PLANS AND ELEVATIONS A5-1.2 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND SHEET KEYNOTES SN.## SN# DESCRIPTION SN.01 PROVIDE 2x8 BACKING FOR FUTURE GRAB BAR PER R327.1.1 SN.02 36" X36" ONE -PIECE ACRLIC SHOWER W/ IN PLACE BACKING SN.03 (N) LIGHTING FIXTURE 1/4" = 1'-0" UNIT 102 ENLARGED FLOOR PLAN 1 1/4" = 1'-0" UNIT 102 REFLECTED CEILING PLAN 2 1/4" = 1'-0" 1A 1/4" = 1'-0" 1B 1/4" = 1'-0" 1C 1/4" = 1'-0" 2A 1/4" = 1'-0" 2B 1/4" = 1'-0" 2C 1/4" = 1'-0" 1D FINISH SCHEDULE TAG ITEM MANUFACTURER SPEC SIZE COLOR INSTALLATION NOTES CONTACT B1 WALL BASE BY CONTRACTOR PAINT-GRADE FLAT STOCK MDF 4"H PAINT TO MATCH P1 - <varies> <varies> C1 CARPET <varies> <varies> <varies> <varies> - - - P1 PAINT SHERWIN WILLIAMS INTERIOR LATEX PAINT - SW7636 ORIGAMI WHITE - 1,2 ROCKY BERLANGA rocky.m.berlanga@sherwin.com P2 PAINT DUNN EDWARDS INTERIOR LATEX PAINT - DEW380 WARM WHITE - 1,3 KIM HAMPTON kim.hampton@dunnedwards.com P3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com PL1 PLASTIC LAMINATE BY OWNER - - - - - <varies> RF1 LUXURY VINYL TILE <varies> <varies> TBD. <varies> STAGGER - - S1 QUARTZ PENTAL QUARTZ QUARTZ 65"X130" BQ8815P MISTERIO POLISHED - - KIM CLAYBORNE kim.clayborne@arcsurfaces.com T1 PORCELAIN TILE BY OWNER - - - - - T2 EXTERIO PORCELAIN TILE BY OWNER - - - - - T3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com T4 WALL TILE BY OWNER - - - - - RESTROOM ACCESSORY SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION A KOHLER BY OWNER WHITE ELONGATED TOILET B KOHLER BY OWNER WHITE ELONGATED TOILET C KOHLER BY OWNER LEVEL TOILET PAPER HOLDER D KOHLER BY OWNER TOWEL BAR E KOHLER BY OWNER TOWEL HOOK RACK F KOHLER BY OWNER OVAL CERAMIC SINK G BY OWNER BY OWNER 2'4" x 3'6" FRAMELESS MIRROR H BY OWNER BY OWNER FRAMELESS RECESSED BATHROOM MEDICINE CABINET WITH MIRROR I BY OWNER BY OWNER 2'4" x 3'0" FRAMELESS MIRROR EQUIPMENT SCHEDULE TAG DESCRIPTION MANUFACTURER PRODUCT NUMBER E-1 FRONT LOAD WASHER / DRYER BY OWNER BY OWNER E-2 RANGE BY OWNER BY OWNER E-3 RANGE HOOD BY OWNER BY OWNER E-4 REFRIDGERATOR BY OWNER BY OWNER FINISH SCHEDULE NOTES 1. PRIOR TO FABRICATION PROVIDE DRAW DOWN FOR ARCHITECTS REVIEW AND APPROVAL. 2. PROVIDE 2 COATS, SEMI-GLOSS FINISH AT ALL RESTROOMS, JANITOR CLOSETS, AND WASHER/DRYER CLOSETS. FOR ALL OTHER LOCATIONS, PROVIDE 2 COATS, EGGSHELL FINISH. 3. AT CEILINGS AND SOFFITS, PROVIDE 2 COATS, FLAT FINISH. 4. AT EXTERIOR WALLS, PROVIDE 2 COATS, FLAT FINISH, IN LAYOUT AS SHOWN IN ELEVATIONS. 5. GROUT SIZE AS INDICATED ON FINISH SCHEDULE, GROUT COLOR TO BE SELECTED BY ARCHITECT FROM MFR'S STANDARD COLORS. BASIS OF DESIGN: CUSTOM BUILDING PRODUCTS PRISM ULTIMATE PERFORMACE GROUT, OR EQUAL. 6. INSTALL AT ALL EXPOSED SURFACES. 7. MITER ALL INTERIOR AND EXTERIOR CORNERS. 8. WOOD GRAINS TO RUN VERTICAL. 9. ADHERE TO SUBSTRATE PER MANUFACTURER'S RECOMMENDED ADHESIVE. 10. INSTALL AS SHOWN IN EXTERIOR ELEVATIONS. 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 1/4" = 1'-0" 2D GENERAL NOTES 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 ABOVE THE BATHTUB RIM ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR UNLESS EXCEPTION MET. (R327.1.2) INTERIOR DOOR WIDTH (AT LEAST ONE BEDROOM DOOR AND ONE BATHROOM DOOR WITH 32" CLEAR OPENING), EFFECTIVE JULY 1, 2024 (R327.1.3) 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 HEIGHT REQUIREMENT CANNOT BE MET FOR INTEGRATED DOORBELL FEATURES, 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) 3 PLAN CHECK - 04/09/2025 4/09/25 914-918 N Bewley St5/8/2025 REF W/D REF REF REF A5-1.3 1A A5-1.3 2A 1B 1D 2B 2C 003 004 002 001 12' - 1 3/4"6' - 11"8' - 2 1/4" 10 ' - 0 " 6' - 6 " 8' - 7"6' - 11"11' - 9" 8' - 1 " 8' - 5 " 16 ' - 6 " 27' - 3" B C A C B B B B KITCHEN DINING ROOM LIVING ROOM BEDROOM HALLWAY BATHROOM UNIT 105 102 2' - 6 " 11 " 2' - 7 " 2' - 6 " 11 " 3' - 6 1/4" C1 P1 B1 RF1 P1 B1 T1 P1 LIVING ROOM DINING KITCHEN BEDROOM BATHROOMCORRIDOR WASHER/ DRYER UNIT 105 102 2' - 0"2' - 0"EQ EQ 1' - 1 0 " 1' - 1 0 " EQ EQ P2 TYP. U.N.O 2' - 0 " 2' - 0 " EQ EQ 2' - 0"EQ EQ 2' - 0" 3' - 4" 1' - 8 " 4' - 3"1' - 8" 3' - 0 " 1' - 8 " 3' - 1 0 " 2' - 0 " 8' -0" 8' -0" 1' - 7"3' - 4"5' - 1" 6' - 0 " 8' -0" 9' -0"9' -0" 9' -0" 8' -0"9' -0" 8' -0" 9 A9-1.1 3' - 0 " 4" 1' - 6 " 3' - 2 " 1' - 0 " A9-2.1 8 A9-2.1 8 A9-2.1 1 PL1 P1 A9-2.1 8 A9-2.1 4 E-2 E-3 3' - 0 " 4" 1' - 6 " 3' - 2 " 1' - 1" VERIFY 2' - 7" 2 EQ. 2' - 0" F.P 2 EQ. 1' - 11" 2 EQ. 2' - 7"11 1/4"1' - 1" PL1 PL1 S1 A9-2.1 7 A9-2.1 8 E-4 3' - 2 " 1' - 6 " 4" 2' - 8 " 4" 2 EQ. 2' - 8"11 1/4" VERIFY 3' - 0"1' - 7"1' - 1" AL I G N S1 PL1 PL1 P1 SN.03 R-4 R-71' - 1 0 " 5' - 0 " 3' - 0 " 4" 3' - 0 " R-6 R-3 R-5 R-2 R-1 A9-2.1 1 2 EQ. 2' - 2"F.P L33" 3' - 1 1 " 4" 2' - 8 " 4" P1 S1 AL I G N 2' - 3" EQEQ PL1 2' - 8 " SN.01 A5-1.3 2A2B 2C 003 A BATHROOM C B 4' - 7 3 / 4 " 1' - 3 " 6' - 0 1 / 2 " 7' - 8" 1' - 1 1/2"1' - 1 1/2" 2' - 3"2' - 7 3/4"2' - 8 1/2" R-3 SN.02 A5-1.3 1A 1B 1D A B B 3' - 0 1/4"4' - 8" 2' - 0 " 1' - 1 1 / 2 " 2' - 9 " 11 3 / 4 " 2' - 0 " 2' - 0" 1/2" 2' - 6"1/2"2' - 11 3/4" 7' - 8 1/4" 8' - 1 0 1 / 4 " KITCHEN UNIT 105 102 E-3 E-2 E-4 (E) 1 HR FIRE RATED WALL WINDOW OR LOUVER REFERENCE EA X Window Covering Reference H=Horizontal Blinds V=Vertical Blinds D=Darkening Drapes LS=Light Proof Shades DOOR REFERENCE WOOD STUD WALL MILLWORK, SEE MILLWORK DETAILS DOOR TAG SEE (add in view ref.) AT PLAM SURFACE: PROVIDE TOP MOUNT SINK AT SOLID SURFACE: PROVIDE UNDER-MOUNT SINK SINK: 0000A (TYPICAL WALL TYPE A UNLESS OTHERWISE NOTED) SEE WALL REFERENCE (add in view ref.) A 6" 6'-0" STUD SIZE LOW PARTITION HEIGHT (WHERE OCCURS) WALL TYPE A ACOUSTIC BATT INSULATION INDICATES HEIGHT OF CEILING ABOVE FINISH FLOOR GYPSUM BOARD CEILING X'-X" CEILING LIGHT FIXTURES CEILING FAN 1' - 3"4' - 7 3/4" SN.01 SN.02 5' - 0 " 3' - 0" MI N 2' - 8 " Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh UNIT 103 & 105 ENLARGED PLANS AND ELEVATIONS A5-1.3 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND SHEET KEYNOTES 1/4" = 1'-0" UNIT 103 &105 ENLARGED FLOOR PLAN 1 1/4" = 1'-0" UNIT 103 &105 REFLECTED CEILING PLAN 2 1/4" = 1'-0" 1A 1/4" = 1'-0" 1B 1/4" = 1'-0" 1D 1/4" = 1'-0" 2B 1/4" = 1'-0" 2C 1/4" = 1'-0" 2D 1/4" = 1'-0" 1E FINISH SCHEDULE TAG ITEM MANUFACTURER SPEC SIZE COLOR INSTALLATION NOTES CONTACT B1 WALL BASE BY CONTRACTOR PAINT-GRADE FLAT STOCK MDF 4"H PAINT TO MATCH P1 - <varies> <varies> C1 CARPET <varies> <varies> <varies> <varies> - - - P1 PAINT SHERWIN WILLIAMS INTERIOR LATEX PAINT - SW7636 ORIGAMI WHITE - 1,2 ROCKY BERLANGA rocky.m.berlanga@sherwin.com P2 PAINT DUNN EDWARDS INTERIOR LATEX PAINT - DEW380 WARM WHITE - 1,3 KIM HAMPTON kim.hampton@dunnedwards.com P3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com PL1 PLASTIC LAMINATE BY OWNER - - - - - <varies> RF1 LUXURY VINYL TILE <varies> <varies> TBD. <varies> STAGGER - - S1 QUARTZ PENTAL QUARTZ QUARTZ 65"X130" BQ8815P MISTERIO POLISHED - - KIM CLAYBORNE kim.clayborne@arcsurfaces.com T1 PORCELAIN TILE BY OWNER - - - - - T2 EXTERIO PORCELAIN TILE BY OWNER - - - - - T3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com T4 WALL TILE BY OWNER - - - - - RESTROOM ACCESSORY SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION A KOHLER BY OWNER WHITE ELONGATED TOILET B KOHLER BY OWNER WHITE ELONGATED TOILET C KOHLER BY OWNER LEVEL TOILET PAPER HOLDER D KOHLER BY OWNER TOWEL BAR E KOHLER BY OWNER TOWEL HOOK RACK F KOHLER BY OWNER OVAL CERAMIC SINK G BY OWNER BY OWNER 2'4" x 3'6" FRAMELESS MIRROR H BY OWNER BY OWNER FRAMELESS RECESSED BATHROOM MEDICINE CABINET WITH MIRROR I BY OWNER BY OWNER 2'4" x 3'0" FRAMELESS MIRROR EQUIPMENT SCHEDULE TAG DESCRIPTION MANUFACTURER PRODUCT NUMBER E-1 FRONT LOAD WASHER / DRYER BY OWNER BY OWNER E-2 RANGE BY OWNER BY OWNER E-3 RANGE HOOD BY OWNER BY OWNER E-4 REFRIDGERATOR BY OWNER BY OWNER FINISH SCHEDULE NOTES 1. PRIOR TO FABRICATION PROVIDE DRAW DOWN FOR ARCHITECTS REVIEW AND APPROVAL. 2. PROVIDE 2 COATS, SEMI-GLOSS FINISH AT ALL RESTROOMS, JANITOR CLOSETS, AND WASHER/DRYER CLOSETS. FOR ALL OTHER LOCATIONS, PROVIDE 2 COATS, EGGSHELL FINISH. 3. AT CEILINGS AND SOFFITS, PROVIDE 2 COATS, FLAT FINISH. 4. AT EXTERIOR WALLS, PROVIDE 2 COATS, FLAT FINISH, IN LAYOUT AS SHOWN IN ELEVATIONS. 5. GROUT SIZE AS INDICATED ON FINISH SCHEDULE, GROUT COLOR TO BE SELECTED BY ARCHITECT FROM MFR'S STANDARD COLORS. BASIS OF DESIGN: CUSTOM BUILDING PRODUCTS PRISM ULTIMATE PERFORMACE GROUT, OR EQUAL. 6. INSTALL AT ALL EXPOSED SURFACES. 7. MITER ALL INTERIOR AND EXTERIOR CORNERS. 8. WOOD GRAINS TO RUN VERTICAL. 9. ADHERE TO SUBSTRATE PER MANUFACTURER'S RECOMMENDED ADHESIVE. 10. INSTALL AS SHOWN IN EXTERIOR ELEVATIONS. 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 1/4" = 1'-0" 2A SN# DESCRIPTION SN.01 PROVIDE 2x8 BACKING FOR FUTURE GRAB BAR PER R327.1.1 SN.02 36" X36" ONE -PIECE ACRLIC SHOWER W/ IN PLACE BACKING SN.03 (N) LIGHTING FIXTURE GENERAL NOTES 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 ABOVE THE BATHTUB RIM ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR UNLESS EXCEPTION MET. (R327.1.2) INTERIOR DOOR WIDTH (AT LEAST ONE BEDROOM DOOR AND ONE BATHROOM DOOR WITH 32" CLEAR OPENING), EFFECTIVE JULY 1, 2024 (R327.1.3) 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 HEIGHT REQUIREMENT CANNOT BE MET FOR INTEGRATED DOORBELL FEATURES, 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) 3 PLAN CHECK - 04/09/2025 4/09/25 914-918 N Bewley St5/8/2025 REF W/D REF A5-1.4 A5-1.4 1A 2A 2B 1B 002 002 002 001 003 9' - 5 3/4"2' - 9" 1' - 9 " 5' - 8 1 / 4 " 9' - 7 1 / 4 " 13 ' - 2 1 / 2 " 9' - 3 " 10 ' - 1 3 / 4 " 11' - 9"15' - 6" 15 ' - 0 " 27' - 3" 32 ' - 7 1 / 4 " 3' - 3 3/4"5' - 4 1/2"6' - 4 1/4" C B B B B B B F A B B 006 RF1 P1 B1 C1 P1 B1 C1 P1 B1 C1 P1 B1 T1 P1T1 P1 KITCHEN BATHROOMBEDROOM RESTROOM HALLWAY BEDROOM BEDROOM LIVING ROOM EQ EQ EQ EQ 2' - 0"2' - 0"EQ EQ 3' - 3"3' - 3"EQ EQ 2' - 0 " 2' - 0 " EQ EQ 2' - 0 " EQ EQ 2' - 0 " 1' - 6"1' - 6"EQ EQ 2' - 0 " 2' - 0 " EQ EQ 3' - 9 " 2' - 0 " EQ EQ 2' - 4 " 4' - 2 " 4' - 2 " 2' - 6 " 2' - 6 " EQ EQ EQ EQ UNIT 101 105 9' -0" 8' -0" 9' -0" 8' -0" 8' -0" 9' -0" 9' -0" 2' - 3 " 4' - 0 " 1' - 6"3' - 7" P2 TYP. U.N.O 9' -0" KITCHEN BATHROOM BEDROOM RESTROOM HALLWAY BEDROOM BEDROOM LIVING ROOM A9-2.1 7 A9-2.1 8 A9-2.1 1 3' - 0 " 4" 1' - 6 " 3' - 2 " 1' - 0 " 3 EQ. 2' - 10"F.P11" CLR 3' - 0"1' - 2"1' - 0" 2 EQ. 2' - 1"F.P P1 S1 PL1 PL1 A9-2.1 4 A9-2.1 8 E-3 E-2 3' - 2 " 1' - 6 " 4" 3' - 0 " F.P 1' - 11" VERIFY 2' - 7 1/2"1' - 1" F.P 2 EQ. 1' - 11" VERIFY 2' - 7 1/2"1' - 1" S1 PL1 PL1 SN.03 R-4 R-7 1' - 2 " 3' - 0 " 4" 3' - 0 " P1 S1 SN.04R-1 R-2 R-6 A9-2.1 1 L3 3" 3' - 1 1 " 4" 3' - 0 " 2 EQ. 2' - 11"F.P P1 S1 PL1 EQ EQ 2' - 4" 2' - 8 " SN.02 2' - 6" 5' - 0 " SN.01 A5-1.4 2D2A 2B 1' - 1 3 / 4 " 5' - 2 3 / 4 " 1' - 6"1' - 6"1' - 6" 1' - 6" 2' - 6" 8' - 6" 6' - 4 1 / 4 " 1' - 1 0 " 1' - 0 " 2' - 8 " 9 3 / 4 " BATHROOM UNIT 101 105 C A B 003 R-3 R-2 SN.02 A5-1.42A 1' - 11 1/2"2' - 8" 1' - 1" 1' - 11" 2' - 1 1 " 1' - 9 1 / 2 " 2' - 6 " 2' - 0 " 2' - 0" 2' - 0 " 4' - 4 " 3' - 3 1 / 4 " E-4 E-3 E-2 (E) 1 HR FIRE RATED WALL WINDOW OR LOUVER REFERENCE EA X Window Covering Reference H=Horizontal Blinds V=Vertical Blinds D=Darkening Drapes LS=Light Proof Shades DOOR REFERENCE WOOD STUD WALL MILLWORK, SEE MILLWORK DETAILS DOOR TAG SEE (add in view ref.) AT PLAM SURFACE: PROVIDE TOP MOUNT SINK AT SOLID SURFACE: PROVIDE UNDER-MOUNT SINK SINK: 0000A (TYPICAL WALL TYPE A UNLESS OTHERWISE NOTED) SEE WALL REFERENCE (add in view ref.) A 6" 6'-0" STUD SIZE LOW PARTITION HEIGHT (WHERE OCCURS) WALL TYPE A ACOUSTIC BATT INSULATION INDICATES HEIGHT OF CEILING ABOVE FINISH FLOOR GYPSUM BOARD CEILING X'-X" CEILING LIGHT FIXTURES CEILING FAN 5' - 0 " SN.02 5' - 0" Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh UNIT 101 ENLARGED PLANS AND ELEVATIONS A5-1.4 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 SHEET KEYNOTES SN.## 1/4" = 1'-0" UNIT 101 ENLARGED FLOOR PLAN 1 1/4" = 1'-0" UNIT 101 REFLECTED CEILING PLAN 2 1/4" = 1'-0" 1A 1/4" = 1'-0" 1B 1/4" = 1'-0" 2A 1/4" = 1'-0" 2B 1/4" = 1'-0" 2C 1/4" = 1'-0" 1C FINISH SCHEDULE TAG ITEM MANUFACTURER SPEC SIZE COLOR INSTALLATION NOTES CONTACT B1 WALL BASE BY CONTRACTOR PAINT-GRADE FLAT STOCK MDF 4"H PAINT TO MATCH P1 - <varies> <varies> C1 CARPET <varies> <varies> <varies> <varies> - - - P1 PAINT SHERWIN WILLIAMS INTERIOR LATEX PAINT - SW7636 ORIGAMI WHITE - 1,2 ROCKY BERLANGA rocky.m.berlanga@sherwin.com P2 PAINT DUNN EDWARDS INTERIOR LATEX PAINT - DEW380 WARM WHITE - 1,3 KIM HAMPTON kim.hampton@dunnedwards.com P3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com PL1 PLASTIC LAMINATE BY OWNER - - - - - <varies> RF1 LUXURY VINYL TILE <varies> <varies> TBD. <varies> STAGGER - - S1 QUARTZ PENTAL QUARTZ QUARTZ 65"X130" BQ8815P MISTERIO POLISHED - - KIM CLAYBORNE kim.clayborne@arcsurfaces.com T1 PORCELAIN TILE BY OWNER - - - - - T2 EXTERIO PORCELAIN TILE BY OWNER - - - - - T3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com T4 WALL TILE BY OWNER - - - - - RESTROOM ACCESSORY SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION A KOHLER BY OWNER WHITE ELONGATED TOILET B KOHLER BY OWNER WHITE ELONGATED TOILET C KOHLER BY OWNER LEVEL TOILET PAPER HOLDER D KOHLER BY OWNER TOWEL BAR E KOHLER BY OWNER TOWEL HOOK RACK F KOHLER BY OWNER OVAL CERAMIC SINK G BY OWNER BY OWNER 2'4" x 3'6" FRAMELESS MIRROR H BY OWNER BY OWNER FRAMELESS RECESSED BATHROOM MEDICINE CABINET WITH MIRROR I BY OWNER BY OWNER 2'4" x 3'0" FRAMELESS MIRROR EQUIPMENT SCHEDULE TAG DESCRIPTION MANUFACTURER PRODUCT NUMBER E-1 FRONT LOAD WASHER / DRYER BY OWNER BY OWNER E-2 RANGE BY OWNER BY OWNER E-3 RANGE HOOD BY OWNER BY OWNER E-4 REFRIDGERATOR BY OWNER BY OWNER FINISH SCHEDULE NOTES 1. PRIOR TO FABRICATION PROVIDE DRAW DOWN FOR ARCHITECTS REVIEW AND APPROVAL. 2. PROVIDE 2 COATS, EGGSHELL FINISH. 3. AT CEILINGS AND SOFFITS, PROVIDE 2 COATS, FLAT FINISH. 4. GROUT JOINT TO BE 1/8”, BASIS OF DESIGN: CUSTOM BUILDING PRODUCTS PRISM ULTIMATE PERFORMACE GROUT, OR EQUAL. 5. STRAIGHT BASE AT CARPET, COVED BASE AT RESILIENT FLOORING. 6. INSTALL AT ALL EXPOSED SURFACES. 7. MITER ALL EXTERIOR CORNERS. LEGEND FINISH SCHEDULE NOTES 1. PRIOR TO FABRICATION PROVIDE DRAW DOWN FOR ARCHITECTS REVIEW AND APPROVAL. 2. PROVIDE 2 COATS, SEMI-GLOSS FINISH AT ALL RESTROOMS, JANITOR CLOSETS, AND WASHER/DRYER CLOSETS. FOR ALL OTHER LOCATIONS, PROVIDE 2 COATS, EGGSHELL FINISH. 3. AT CEILINGS AND SOFFITS, PROVIDE 2 COATS, FLAT FINISH. 4. AT EXTERIOR WALLS, PROVIDE 2 COATS, FLAT FINISH, IN LAYOUT AS SHOWN IN ELEVATIONS. 5. GROUT SIZE AS INDICATED ON FINISH SCHEDULE, GROUT COLOR TO BE SELECTED BY ARCHITECT FROM MFR'S STANDARD COLORS. BASIS OF DESIGN: CUSTOM BUILDING PRODUCTS PRISM ULTIMATE PERFORMACE GROUT, OR EQUAL. 6. INSTALL AT ALL EXPOSED SURFACES. 7. MITER ALL INTERIOR AND EXTERIOR CORNERS. 8. WOOD GRAINS TO RUN VERTICAL. 9. ADHERE TO SUBSTRATE PER MANUFACTURER'S RECOMMENDED ADHESIVE. 10. INSTALL AS SHOWN IN EXTERIOR ELEVATIONS. 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 1/4" = 1'-0" 2D SN# DESCRIPTION SN.01 PROVIDE 2x8 BACKING FOR FUTURE GRAB BAR PER R327.1.1 SN.02 36" X36" ONE -PIECE ACRLIC SHOWER W/ IN PLACE BACKING SN.03 (N) LIGHTING FIXTURE SN.04 PROVIDE FOLD AWAY GRAB BAR PER EXCEPTION (2) ON R327.1.1 GENERAL NOTES 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 ABOVE THE BATHTUB RIM ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR UNLESS EXCEPTION MET. (R327.1.2) INTERIOR DOOR WIDTH (AT LEAST ONE BEDROOM DOOR AND ONE BATHROOM DOOR WITH 32" CLEAR OPENING), EFFECTIVE JULY 1, 2024 (R327.1.3) 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 HEIGHT REQUIREMENT CANNOT BE MET FOR INTEGRATED DOORBELL FEATURES, 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) 3 PLAN CHECK - 04/09/2025 4/09/25 914-918 N Bewley St5/8/2025 REF W/D W/D REF REF REF A5-1.5 1A 1B A5-1.5 2A 2B 003 002 002 004 001 27' - 3" 8' - 10 3/4"3' - 7 1/4"7' - 0"7' - 9" 8' - 1 1 1 / 4 " 12 ' - 9 3 / 4 " 12' - 1 1/4"15' - 1 3/4" 9' - 4 1 / 4 " 21 ' - 9 " A B B B B B B C B C 3' - 8 " 3' - 8 " 5' - 1 0 " 2' - 1 0 3 / 4 " RF1 P1 B1 C1 P1 B1 C1 P1 B1 T1 P1 BATHROOM BEDROOM BEDROOM KITCHEN LIVING & DINING ROOM 1 A4-2.1 2' - 0"4' - 3" 2' - 0 " 4' - 4 " 2' - 0 " 2' - 6 " 2' - 6 " EQ EQ 2' - 6"2' - 6"EQ EQ 1' - 6"1' - 6"1' - 6"EQ EQ EQ EQ 2' - 6"2' - 6"EQ EQ 2' - 6 " 2' - 6 " EQ EQ 2' - 0 " 3' - 9 " 3' - 7 " 2' - 0 " 2' - 1 0 " 9' -0" 9' -0" 8' -0" 8' -6" 9' -0" 8' -0" BATHROOM BEDROOM BEDROOM KITCHEN LIVING & DINING ROOM P2 TYP. U.N.O 1' - 0 " 3' - 2 " 1' - 6 " 4" 3' - 0 " A9-2.1 1 A9-2.1 8 A9-2.1 8 A9-2.1 7 E-2 4" 2' - 8 " 4" 1' - 6 " 3' - 2 " 1' - 0 " A9-2.1 4 A9-2.1 8 E-2 E-3 4"2' - 8 " 4" 5' - 2 " 8' - 6 " 3' - 0" R-3 R-7 5' - 2 " 4" 3' - 0 " R-1 R-2 R-5 SN.03 2' - 8 " SN.01 A5-1.5 2A 2B 3D 003 A B C 3' - 0"4' - 11" 1' - 6" 2' - 0 " 6' - 4 " 8' - 4 " SN.02 3' - 0 " 3' - 0" A5-1.5 1A 1B 001 7' - 9" 12 ' - 4 3 / 4 " B B 4' - 6 " 1' - 0 " 3' - 6 " 1' - 0 " 2' - 0 " 1' - 9"2' - 6"11"2' - 0" E-4 E-2 E-3 (E) 1 HR FIRE RATED WALL WINDOW OR LOUVER REFERENCE EA X Window Covering Reference H=Horizontal Blinds V=Vertical Blinds D=Darkening Drapes LS=Light Proof Shades DOOR REFERENCE WOOD STUD WALL MILLWORK, SEE MILLWORK DETAILS DOOR TAG SEE (add in view ref.) AT PLAM SURFACE: PROVIDE TOP MOUNT SINK AT SOLID SURFACE: PROVIDE UNDER-MOUNT SINK SINK: 0000A (TYPICAL WALL TYPE A UNLESS OTHERWISE NOTED) SEE WALL REFERENCE (add in view ref.) A 6" 6'-0" STUD SIZE LOW PARTITION HEIGHT (WHERE OCCURS) WALL TYPE A ACOUSTIC BATT INSULATION INDICATES HEIGHT OF CEILING ABOVE FINISH FLOOR GYPSUM BOARD CEILING X'-X" CEILING LIGHT FIXTURES CEILING FAN 6' - 5"1' - 6" 8' - 6 " 2' - 8 " SN.01 SN.02 5' - 0 " 3' - 0" Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh UNIT 200-205 ENLARGED PLANS AND ELEVATIONS A5-1.5 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 SHEET KEYNOTES SN.## SN# DESCRIPTION SN.01 PROVIDE 2x8 BACKING FOR FUTURE GRAB BAR PER R327.1.1 SN.02 36" X36" ONE -PIECE ACRLIC SHOWER W/ IN PLACE BACKING SN.03 (N) LIGHTING FIXTURE 1/4" = 1'-0" UNIT 200-205 ENLARGED FLOOR PLAN 1 1/4" = 1'-0" UNIT 200-205 REFLECTED CEILING PLAN 2 1/4" = 1'-0" 1A 1/4" = 1'-0" 1B 1/4" = 1'-0" 2A 1/4" = 1'-0" 2B FINISH SCHEDULE TAG ITEM MANUFACTURER SPEC SIZE COLOR INSTALLATION NOTES CONTACT B1 WALL BASE BY CONTRACTOR PAINT-GRADE FLAT STOCK MDF 4"H PAINT TO MATCH P1 - <varies> <varies> C1 CARPET <varies> <varies> <varies> <varies> - - - P1 PAINT SHERWIN WILLIAMS INTERIOR LATEX PAINT - SW7636 ORIGAMI WHITE - 1,2 ROCKY BERLANGA rocky.m.berlanga@sherwin.com P2 PAINT DUNN EDWARDS INTERIOR LATEX PAINT - DEW380 WARM WHITE - 1,3 KIM HAMPTON kim.hampton@dunnedwards.com P3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com PL1 PLASTIC LAMINATE BY OWNER - - - - - <varies> RF1 LUXURY VINYL TILE <varies> <varies> TBD. <varies> STAGGER - - S1 QUARTZ PENTAL QUARTZ QUARTZ 65"X130" BQ8815P MISTERIO POLISHED - - KIM CLAYBORNE kim.clayborne@arcsurfaces.com T1 PORCELAIN TILE BY OWNER - - - - - T2 EXTERIO PORCELAIN TILE BY OWNER - - - - - T3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com T4 WALL TILE BY OWNER - - - - - RESTROOM ACCESSORY SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION A KOHLER BY OWNER WHITE ELONGATED TOILET B KOHLER BY OWNER WHITE ELONGATED TOILET C KOHLER BY OWNER LEVEL TOILET PAPER HOLDER D KOHLER BY OWNER TOWEL BAR E KOHLER BY OWNER TOWEL HOOK RACK F KOHLER BY OWNER OVAL CERAMIC SINK G BY OWNER BY OWNER 2'4" x 3'6" FRAMELESS MIRROR H BY OWNER BY OWNER FRAMELESS RECESSED BATHROOM MEDICINE CABINET WITH MIRROR I BY OWNER BY OWNER 2'4" x 3'0" FRAMELESS MIRROR EQUIPMENT SCHEDULE TAG DESCRIPTION MANUFACTURER PRODUCT NUMBER E-1 FRONT LOAD WASHER / DRYER BY OWNER BY OWNER E-2 RANGE BY OWNER BY OWNER E-3 RANGE HOOD BY OWNER BY OWNER E-4 REFRIDGERATOR BY OWNER BY OWNER 1/4" = 1'-0" 2C 1/4" = 1'-0" 1C LEGEND FINISH SCHEDULE NOTES 1. PRIOR TO FABRICATION PROVIDE DRAW DOWN FOR ARCHITECTS REVIEW AND APPROVAL. 2. PROVIDE 2 COATS, SEMI-GLOSS FINISH AT ALL RESTROOMS, JANITOR CLOSETS, AND WASHER/DRYER CLOSETS. FOR ALL OTHER LOCATIONS, PROVIDE 2 COATS, EGGSHELL FINISH. 3. AT CEILINGS AND SOFFITS, PROVIDE 2 COATS, FLAT FINISH. 4. AT EXTERIOR WALLS, PROVIDE 2 COATS, FLAT FINISH, IN LAYOUT AS SHOWN IN ELEVATIONS. 5. GROUT SIZE AS INDICATED ON FINISH SCHEDULE, GROUT COLOR TO BE SELECTED BY ARCHITECT FROM MFR'S STANDARD COLORS. BASIS OF DESIGN: CUSTOM BUILDING PRODUCTS PRISM ULTIMATE PERFORMACE GROUT, OR EQUAL. 6. INSTALL AT ALL EXPOSED SURFACES. 7. MITER ALL INTERIOR AND EXTERIOR CORNERS. 8. WOOD GRAINS TO RUN VERTICAL. 9. ADHERE TO SUBSTRATE PER MANUFACTURER'S RECOMMENDED ADHESIVE. 10. INSTALL AS SHOWN IN EXTERIOR ELEVATIONS. 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 1/4" = 1'-0" 3D GENERAL NOTES 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 ABOVE THE BATHTUB RIM ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR UNLESS EXCEPTION MET. (R327.1.2) INTERIOR DOOR WIDTH (AT LEAST ONE BEDROOM DOOR AND ONE BATHROOM DOOR WITH 32" CLEAR OPENING), EFFECTIVE JULY 1, 2024 (R327.1.3) 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 HEIGHT REQUIREMENT CANNOT BE MET FOR INTEGRATED DOORBELL FEATURES, 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) 3 PLAN CHECK - 04/09/2025 4/09/25 914-918 N Bewley St5/8/2025 RE F P3 C T3 I R-1 R-2 A9-2.1 1 3' - 0 " 4" 3' - 0 " CLR. 2' - 11" F.P P1 S1 L3 2' - 4" EQ EQ PL1 5' - 0 " SN.01 2' - 8 " SN.02 R-5 4" P1 S1 SN.03 A9-2.1 4 A9-2.1 8 A9-2.1 1 2' - 9 " 3' - 1 1 1 / 4 " 0" 3 EQ. 3' - 7"F.P S1 PL1 PL1 F.P CLR 2' - 11 1/2" 3 EQ. 3' - 7"F.P P3 C T3 T3 P3 D B A P3 T3 T3 INDICATES HEIGHT OF CEILING ABOVE FINISH FLOOR GYPSUM BOARD CEILING X'-X" CEILING LIGHT FIXTURES CEILING FAN (E) 1 HR FIRE RATED WALL WINDOW OR LOUVER REFERENCE EA X Window Covering Reference H=Horizontal Blinds V=Vertical Blinds D=Darkening Drapes LS=Light Proof Shades DOOR REFERENCE WOOD STUD WALL MILLWORK, SEE MILLWORK DETAILS DOOR TAG SEE A6-1.1 AT PLAM SURFACE: PROVIDE TOP MOUNT SINK AT SOLID SURFACE: PROVIDE UNDER-MOUNT SINK SINK: 0000A (TYPICAL WALL TYPE A UNLESS OTHERWISE NOTED) SEE WALL REFERENCE 1/A9-1.1 A 6" 6'-0" STUD SIZE LOW PARTITION HEIGHT (WHERE OCCURS) WALL TYPE A ACOUSTIC BATT INSULATION A5-1.6 1D 1C 1' - 6 " 1' - 6 " 3' - 0 " 2' - 0" 2' - 6 " A 5' - 0" A5-1.61E 2' - 0" 1' - 6 1 / 2 " 3' - 8 " 2' - 0" E-4 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh ADU ENLARGED PLANS AND ELEVATIONS A5-1.6 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGENDLEGEND SHEET KEYNOTES SN.## GENERAL NOTES 1/4" = 1'-0" 1C 1/4" = 1'-0" 1D 1/4" = 1'-0" 1E 1/4" = 1'-0" ADU - NORTH ELEVATION 4 1/4" = 1'-0" ADU - SOUTH ELEVATION 3 5 1/4" = 1'-0"ADU - WEST ELEVATION6 1/4" = 1'-0"ADU - EAST ELEVATION SN# DESCRIPTION SN.01 60x30 ONE -PIECE ACRLIC SHOWER W/ IN PLACE BACKING SN.02 PROVIDE 2x8 BACKING FOR FUTURE GRAB BAR PER R327.1.1 SN.03 PROVIDE FOLD AWAY GRAB BAR PER EXCEPTION (2) ON R327.1.1 1/4" = 1'-0" 1A FINISH SCHEDULE TAG ITEM MANUFACTURER SPEC SIZE COLOR INSTALLATION NOTES CONTACT B1 WALL BASE BY CONTRACTOR PAINT-GRADE FLAT STOCK MDF 4"H PAINT TO MATCH P1 - <varies> <varies> C1 CARPET <varies> <varies> <varies> <varies> - - - P1 PAINT SHERWIN WILLIAMS INTERIOR LATEX PAINT - SW7636 ORIGAMI WHITE - 1,2 ROCKY BERLANGA rocky.m.berlanga@sherwin.com P2 PAINT DUNN EDWARDS INTERIOR LATEX PAINT - DEW380 WARM WHITE - 1,3 KIM HAMPTON kim.hampton@dunnedwards.com P3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com PL1 PLASTIC LAMINATE BY OWNER - - - - - <varies> RF1 LUXURY VINYL TILE <varies> <varies> TBD. <varies> STAGGER - - S1 QUARTZ PENTAL QUARTZ QUARTZ 65"X130" BQ8815P MISTERIO POLISHED - - KIM CLAYBORNE kim.clayborne@arcsurfaces.com T1 PORCELAIN TILE BY OWNER - - - - - T2 EXTERIO PORCELAIN TILE BY OWNER - - - - - T3 EXTERIOR PAINT DUNN EDWARDS ACRI-HUES EXTERIOR (ACHS10) - DE6213 FINE GRAIN - 1,4 KIM HAMPTON kim.hampton@dunnedwards.com T4 WALL TILE BY OWNER - - - - - RESTROOM ACCESSORY SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION A KOHLER BY OWNER WHITE ELONGATED TOILET B KOHLER BY OWNER WHITE ELONGATED TOILET C KOHLER BY OWNER LEVEL TOILET PAPER HOLDER D KOHLER BY OWNER TOWEL BAR E KOHLER BY OWNER TOWEL HOOK RACK F KOHLER BY OWNER OVAL CERAMIC SINK G BY OWNER BY OWNER 2'4" x 3'6" FRAMELESS MIRROR H BY OWNER BY OWNER FRAMELESS RECESSED BATHROOM MEDICINE CABINET WITH MIRROR I BY OWNER BY OWNER 2'4" x 3'0" FRAMELESS MIRROR EQUIPMENT SCHEDULE TAG DESCRIPTION MANUFACTURER PRODUCT NUMBER E-1 FRONT LOAD WASHER / DRYER BY OWNER BY OWNER E-2 RANGE BY OWNER BY OWNER E-3 RANGE HOOD BY OWNER BY OWNER E-4 REFRIDGERATOR BY OWNER BY OWNER 1/4" = 1'-0" 1B FINISH SCHEDULE NOTES 1. PRIOR TO FABRICATION PROVIDE DRAW DOWN FOR ARCHITECTS REVIEW AND APPROVAL. 2. PROVIDE 2 COATS, SEMI-GLOSS FINISH AT ALL RESTROOMS, JANITOR CLOSETS, AND WASHER/DRYER CLOSETS. FOR ALL OTHER LOCATIONS, PROVIDE 2 COATS, EGGSHELL FINISH. 3. AT CEILINGS AND SOFFITS, PROVIDE 2 COATS, FLAT FINISH. 4. AT EXTERIOR WALLS, PROVIDE 2 COATS, FLAT FINISH, IN LAYOUT AS SHOWN IN ELEVATIONS. 5. GROUT SIZE AS INDICATED ON FINISH SCHEDULE, GROUT COLOR TO BE SELECTED BY ARCHITECT FROM MFR'S STANDARD COLORS. BASIS OF DESIGN: CUSTOM BUILDING PRODUCTS PRISM ULTIMATE PERFORMACE GROUT, OR EQUAL. 6. INSTALL AT ALL EXPOSED SURFACES. 7. MITER ALL INTERIOR AND EXTERIOR CORNERS. 8. WOOD GRAINS TO RUN VERTICAL. 9. ADHERE TO SUBSTRATE PER MANUFACTURER'S RECOMMENDED ADHESIVE. 10. INSTALL AS SHOWN IN EXTERIOR ELEVATIONS. 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 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 ABOVE THE BATHTUB RIM ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR UNLESS EXCEPTION MET. (R327.1.2) INTERIOR DOOR WIDTH (AT LEAST ONE BEDROOM DOOR AND ONE BATHROOM DOOR WITH 32" CLEAR OPENING), EFFECTIVE JULY 1, 2024 (R327.1.3) 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 HEIGHT REQUIREMENT CANNOT BE MET FOR INTEGRATED DOORBELL FEATURES, 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) 3 3 3 3 PLAN CHECK - 04/09/2025 4/09/25 914-918 N Bewley St5/8/2025 SOLID WOODWD PAINT*PT FINISH MATERIAL * CONFIRM COLOR SELECTION WITH ARCHITECT, PROVIDE FINISH SAMPLES FOR REVIEW. A TY P . A L L D O O R S 10 " C L R . M I N . B C D 7' - 0 " 3' - 0" 13 A6-1.1 10 A6-1.1 14 A6-1.1 9 A6-1.1 9 A6-1.1 9 A6-1.1 14 A6-1.1 DOOR FRAME PER DOOR SCHEDULE SCHEDULED DOOR WALL FRAMING PER STRUCTURAL PE R P L A N WA L L T Y P E CEILING WHERE OCCURS ALUMINUM DOOR FRAME DOOR PER SCHEDULE PER PLAN WALL TYPE HEADER PER STRUCTURAL 1/ 4 " M A X . 1 2 1 2 1/ 2 " M A X . .. 1/ 4 " M A X 1 / 4 " M A X 10 " MI N JAMB BEYOND DOOR PER SCHEDULE ALUMINUM THRESHOLD ALUMINUM THRESHOLD SET IN FULL BED OF MASTIC TREX DECKING TYP. AT ALL DOOR THRESHOLDS JAMB BEYOND DOOR PER SCHEDULE FLOOR FINISH MATERIAL TRANSITION FLOOR FINISH RESILIENT TRANSITION STRIP CL 01 - PASSAGE LATCHSET QTY.ITEM 3 EA. BUTT HINGE 1 EA. PASSAGE LATCHSET 1 EA. SURFACE CLOSER 1 EA. FLOOR STOP NOTE:SEE DOOR NOTES AND DOOR CODE COMPLIANCE NOTES FOR ADDITIONAL INFORMATION. HARDWARE FINISH COLOR BASIS OF DESIGN:STAINLESS STEEL - BRUSHED #4 3 EA. DOOR SILENCER HARDWARE MANUFACTURER BASIS OF DESIGN:SCHLAGE LATCHBOLT RETRACTED BY LEVER FROM EITHER SIDE AT ALL TIMES. 03 - PRIVACY LOCKSET QTY. ITEM 3 EA. BUTT HINGE 1 EA. SURFACE CLOSER 1 EA. FLOOR STOP 3 EA. DOOR SILENCER LATCHBOLT RETRACTED BY LEVER FROM EITHER SIDE UNLESS SECURED FROM EXTERIOR WITH INTERIOR THUMBTURN. TURNING INSIDE LEVER OR CLOSING DOOR UNLOCKS, UNLOCK FROM EXTERIOR BY EMERGENCY ACCESS HOLE. 1 EA. PRIVACY LOCKSET 1 SET SOUND SEALS 02 - UNIT LOCKSET QTY. ITEM 3 EA. BUTT HINGE 1 EA. INTERCHANGEABLE CORE CYLINDER 1 EA. SURFACE CLOSER 1 EA. FLOOR STOP INTERCONNECTED LOCK WITH LEVER SET AND DEADBOLT. UNRESTRICTED EGRESS FROM INSIDE IN THE DIRECTION OF EGRESS. LATCHBOLT RETRACTED FROM EITHER SIDE UNLESS DEADBOLT IS SECURED FROM INSIDE WITH INTERIOR THUMB TURN. DEADBOLT CAN BE SECURED OR RETRACTED BY KEY FROM OUTSIDE. 1 EA. INTERCONNECTED DEADBOLT LOCK 1 EA. DOOR SILENCER 1 EA. SMOKE SEALS Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh DOOR SCHEDULE AND DETAILS A6-1.1 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 TYPICAL UNIT DOOR SCHEDULE ID ROOM NAME TYPE HW GROUP DOOR FRAME RATING (MIN.) PANIC HW NOTESWIDTH HEIGHT THK MATERIAL FINISH MATERIAL FINISH JAMB HEAD SILL 000 STORAGE B - 2' - 8" 6' - 8" 0' - 1 1/2" 001 UNIT ENTRY A 02 3' - 0" 7' - 0" 0' - 1 3/4" WD PT WD PT 10/A6-1.1 9/A6-1.1 13/A6-1.1 002 BEDROOM B 03 2' - 8" 6' - 8" 0' - 1 1/2" WD PT WD PT 10/A6-1.1 9/A6-1.1 14/A6-1.1 003 BATHROOM B 03 2' - 8" 6' - 8" 0' - 1 1/2" WD PT WD PT 10/A6-1.1 9/A6-1.1 14/A6-1.1 004 WASHER/DRYER C 01 2' - 0" 6' - 8" 0' - 1 1/2" WD PT WD PT 10/A6-1.1 9/A6-1.1 14/A6-1.1 005 CLOSET C 02 2' - 0" 6' - 8" 0' - 1 1/2" WD PT WD PT 10/A6-1.1 9/A6-1.1 14/A6-1.1 006 BATHROOM Q 03 2' - 8" 6' - 8" 0' - 1 1/2" WD PT WD PT 10/A6-1.1 9/A6-1.1 14/A6-1.1 007 WASHER/DRYER D - 4' - 6" 6' - 8" 0' - 1 1/2" WD PT WD PT -- - DOOR NOTES LEGEND DOOR CODE COMPLIANCE NOTES 1. ALL RATED DOORS TO BE POSITIVE LATCHING AND SELF-CLOSING. 2. FIRE DOOR ASSEMBLIES SHALL BE LABELED IN ACCORDANCE WITH THE CBC. 3. FIRE DOORS SHALL HAVE AN APPROVED LABEL OR LISTING MARK INDICATING THE FIRE PROTECTION RATING WHICH IS PERMANENTLY AFFIXED AT THE FACTORY WHERE FABRICATION AND ASSEMBLY ARE DONE. 4. ALL FIRE RATED ASSEMBLIES ARE TO BE PROVIDED WITH AN APPROVED SMOKE GASKET. INSTALL TO PROVIDE A CONTINUOUS SEAL WHERE THE DOOR MEETS THE STOP ON THE HEAD AND BOTH JAMBS. 5. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 6. FIRE RATED DOOR FRAMES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. MANUFACTURER'S INSTRUCTIONS SHALL BE MADE AVAILABLE TO INSPECTING AUTHORITIES. 7. INSTALL FLOOR STOPS IN LOCATION NOT TO CAUSE TRIPPING HAZARD IN PATH OF TRAVEL, 4" MAX FROM WALL. 8. DOOR AND GATE OPENING FORCE: THE FORCE REQUIRED FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE A MAXIMUM 5 LBS. FOR HINGED DOORS, SLIDING AND FOLDING DOORS. 9. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPEARABLE PARTS SHALL BE 5 LBS. MAXIMUM. 10. THE BOTTOM 10" OF ALL DOORS TO HAVE SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 11. DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 12. FLOOR OR GROUND SURFACE WITHIN THE REQUIRED MANEUVERING CLEARANCES PER DETAIL 7/G-1.1, SHALL NOT HAVE A VERTICAL CHANGE IN LEVEL GREATER THAN 1/4" HIGH WITHOUT EDGE TREATMENT. HARDWARE GROUPS DOOR TYPES 3" = 1'-0" DOOR JAMB 10 3" = 1'-0" DOOR HEAD 9 3" = 1'-0" EXTERIOR DOOR SILL 13 3" = 1'-0" DOOR SILL 14 1. THE HARDWARE SCHEDULE IS INTENDED TO COVER ALL DOORS IN THE PROJECT AND ESTABLISH A TYPE AND STANDARD OF QUALITY. FURNISH AND INSTALL A COMPLETE AND OPERATIONAL SYSTEM OF DOOR FINISH HARDWARE ITEMS ENCOMPASSING ALL OPENINGS WITHIN THE PROJECT AREA AS REQUIRED TO MEET CODE AND FUNCTIONAL REQUIREMENTS. THE HARDWARE SPECIFICATION IS PROVIDED AS A BASIS FOR A COMPLETE HARDWARE SUBMITTAL WHICH INDICATES THE QUANTITY, TYPE, NUMBER, MANUFACTURER, AND LOCATION OF EACH ARTICLE OF HARDWARE REQUIRED. HARDWARE LIST SHALL BE SUBMITTED NO LATER THAN 30 DAYS BEFORE THE ORDER DATE NECESSARY TO MEET THE PROJECT SCHEDULE. REVIEW OF THE HARDWARE LIST DOES NOT REPRESENT CERTIFICATION THAT THE LIST IS COMPLETE AND DOES NOT RELIEVE THE CONTRACTOR FROM PROVIDING A COMPLETE PROJECT. 2. CLOSET DOORS, RESTROOM DOORS, ETC. IN THE ONE-HOUR CORRIDOR ARE 20 MINUTE RATED DOORS. ALL HARDWARE IN RATED DOORS MUST MAINTAIN DOOR FIRE RATING AND GASKETING MUST BE PROVIDED. 3. COORDINATE HARDWARE QUANTITIES WITH DOUBLE DOORS WHERE OCCURS AND PROVIDE ADDITIONAL HARDWARE AS NEEDED. 4. DOOR HARDWARE MANUFACTURE AND FINISH TO MATCH BUILDING STANDARDS WHERE APPLICABLE. 5. ALL CORRIDOR DOOR ASSEMBLIES TO HAVE FINISH TO MATCH BUILDING STANDARD. 6. ALL LOCKSETS SHALL BE CODED AND/OR KEYED IN ACCORDANCE WITH OWNER'S REQUIREMENTS. CODES AND/OR KEYS ARE TO BE DELIVERED TO OWNER PROPERLY TESTED AND/OR TAGGED. THE NUMBER OF KEYS TO BE COORDINATED WITH OWNER. 7. HARDWARE SUPPLIER SHALL PROVIDE GRANDMASTER KEY, MASTER KEY, KEY-ALIKE AND/OR KEY- DIFFERENT ALL LOCKS IN ACCORDANCE WITH KEYING SCHEDULE AS PROVIDE BY OWNER. 8. ALL HARDWARE SHALL BE OF LEVER TYPE TO COMPLY WITH ACCESSIBILITY REQUIREMENTS. REPLACE ALL DOOR HARDWARE ITEMS NOT IN COMPLIANCE WITH APPLICABLE ACCESSIBILITY REQUIREMENTS TO THE SATISFACTION OF THE BUILDING AUTHORITY. 9. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED SHALL BE 4”FROM ADJOINING PARTITION. 10. VERIFY AND COORDINATE THE THICKNESS OF FLOOR FINISH WITH UNDERCUT DIMENSION AT DOOR. 11. EACH ARTICLE OF HARDWARE SHALL BE INDIVIDUALLY PACKAGED IN ITS ORIGINAL MANUFACTURER'S CONTAINER AND PROPERLY LABELED IN CONFORMANCE WITH THE APPROVED HARDWARE LIST. 12. FURNISH (3) BUTT HINGES FOR DOORS UP TO 7'-0' HIGH AND (1) HINGE FOR EACH ADDITIONAL 2'-6". 13. PROVIDE STANDARD STRIKE PLATE WITH EXTENDED LIP WHERE REQUIRED TO PROTECT TRIM FROM BEING MARRED OR DAMAGED BY THE LATCH BOLT. 14. PROVIDE DUST COVERS AT ALL STRIKE PLATES. 15. DOORS SHALL BE INSTALLED IN FRAME WITH 1/8" MAX. TOLERANCE AT HEAD HINGES, AND STRIKE/JAMB. 16. ALL EXTERIOR AND RESTROOM DOORS ARE TO BE SELF-CLOSING. PROVIDE GASKETING AND DOOR SWEEP AT ALL COMMON DOORS. 17. ALL DOOR LOCKSETS/LATCHSETS TO BE MORTISE STYLE WITH MODERN LEVER, U.N.O. ALL LEVER ACCESS FROM THE INTERIOR SHALL ALWAYS BE FREE TO PROVIDE IMMEDIATE EGRESS AND SHALL UNLATCH WITH ONE OPERATION. 18. ALL NEW HARDWARE ON DOORS TO HAVE SIMILAR FINISHES U.N.O., ALL FASTENERS SHALL MATCH THE HARDWARE MATERIAL AND FINISH. 19. DOOR WOOD VENEER QUALITY, SHEEN, AND STAIN FINISH ARE TO BE CONFIRMED BY THE ARCHITECT. ADU SCHEDULE ID ROOM NAME TYPE HW GROU P DOOR FRAME RATING (MIN.) PANIC HW NOTESWIDTH HEIGHT THK MATERIAL FINISH MATERIA L FINISH JAMB HEAD SILL 021 K 3' - 0" 6' - 8" 0' - 1 3/4" 022 K 3' - 0" 6' - 8" 0' - 1 3/4" 023 K 3' - 0" 6' - 8" 0' - 1 3/4" 025 K 3' - 0" 6' - 8" 0' - 1 3/4" 028 S 8' - 0" 10' - 0" 0' - 1 3/4" FO R C O N S T R U C T I O N 03/24/25 914-918 N Bewley St5/8/2025 3' - 0" WINDOW TYPE A (SLIDING) 1' - 6"1' - 6" 5' - 8 " 1' - 0 " A A6-2.1 6 A6-2.1 5 6' - 8 " FINISHED FLOOR VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING VINYLVINYL FACTORY FINISHEDPF FINISH FRAME MATERIAL * CONFIRM COLOR SELECTION WITH ARCHITECT, PROVIDE FINISH SAMPLES FOR REVIEW. CLEAR STANDARDCF GLASS ** WHERE APPLICABLE WINDOW TYPE B (SLIDING) 3' - 0" 1' - 6"1' - 6" 3' - 8 " 3' - 0 " VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING B A6-2.1 6 A6-2.1 5 6' - 8 " FINISHED FLOOR PLYWOOD SUBSTRATE (OSB SHEATHING TO MATCH THICKNESS OF THE ADJACENT SHEAR WALL MATERIAL) 5" 2X6 ALUM FRAME INTERIOR EXTERIOR (2) #10 SMS AT 12" O.C. SHIM ALUM GYP BOARD ADAPTER J-MOLD TRIM SEALANT W/ BACKER ROD STUCCO EIFS WEATHER BARRIER MEMBRANE WINDOW PER SCHEDULE INTERIOR 5" PLYWOOD SUBSTRATE (OSB SHEATHING TO MATCH THICKNESS OF THE ADJACENT SHEAR WALL MATERIAL) STUCCO EIFS 2X6 ALUM FRAME EXTERIOR ALUM GYP BOARD ADAPTER (2) #10 SMS AT 12" O.C. SEALANT W/ BACKER ROD FLASHING UNDER WEATHER BARRIER MEMBRANE J-MOLD TRIM WEATHER BARRIER MEMBRANE SHIM HEADER PER STRUCTURAL WINDOW PER PLAN WINDOW TYPE C (CASEMENT) VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING A6-2.1 6 A6-2.1 5 WINDOW SHALL MEET MINMUM EGRESS REQUIREEMENTS PER CBC 1031.3 - 20" WIDE X 24" HIGH MINIMUM 2' - 1"1' - 11 1/4" 4' - 0" 3' - 0 " 4' - 0 " FINISHED FLOOR WINDOW TYPE D (SLIDING) CLEAR GLAZING TO MATCH EXISTING A6-2.1 6 A6-2.1 5 3' - 6 " 2' - 1 1 " 3' - 0" VINYL FRAME TO MATCH EXISTING 1' - 5 1/4"1' - 7" FINISHED FLOOR 4' - 5 " 2' - 3 " 3' - 0" VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING A6-2.1 6 A6-2.1 5 1' - 6"1' - 6" WINDOW TYPE E (SLIDING) FINISHED FLOOR 2' - 0" 4' - 5 " 2' - 3 " 1' - 0"1' - 0" VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING A6-2.1 6 A6-2.1 5 WINDOW TYPE F (SLIDING) FINISHED FLOOR 4' - 6 " 2' - 2 " 7' - 6" 1' - 10 1/2"3' - 9"1' - 10 1/2" VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING A6-2.1 6 A6-2.1 5 WINDOW TYPE G (SLIDING) FINISHED FLOOR 5' - 4" 4' - 6 " 2' - 2 " 2' - 8"2' - 8" WINDOW TYPE H (SLIDING) VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING A6-2.1 6 A6-2.1 5 FINISHED FLOOR 3' - 8 " 3' - 0 " 3' - 0" 6' - 8 " VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING A6-2.1 6 A6-2.1 5 WINDOW TYPE J (FIXED) FINISHED FLOOR VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING A6-2.1 6 A6-2.1 5 WINDOW TYPE K FINISHED FLOOR 4' - 6 " 2' - 2 " 3' - 0" 4' - 6 " 2' - 2 " 6' - 3" EQ EQ A6-2.1 6 A6-2.1 5 WINDOW TYPE M VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING FINISHED FLOOR 2' - 9" 3' - 0 " 3' - 8 " 1' - 4 1/2"1' - 4 1/2" WINDOW TYPE N (SLIDING) VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING A6-2.1 6 A6-2.1 5 FINISHED FLOOR 3' - 0 " 3' - 8 " 4' - 0" WINDOW TYPE O FINISHED FLOOR VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING 5' - 0" 4' - 0 " 2' - 8 " WINDOW TYPE X FINISHED FLOOR VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING 2' - 9" 6' - 8 " WINDOW TYPE R FINISHED FLOOR VINYL FRAME TO MATCH EXISTING CLEAR GLAZING TO MATCH EXISTING Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh WINDOW SCHEDULE AND DETAILS A6-2.1 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1. SIZES ARE NOMINAL ALL OPENINGS SHALL BE FIELD MEASURE AND VERIFIED WITH SHOP DRAWINGS PRIOR TO FABRICATION 2. SEE DETAILS FOR INSTALLATION DETAILS 3. CONTRACTOR TO VERIFY WALL THICKNESS & COORDINATE JAMB WIDTH ACCORDINGLY 4. PER CBC CODES 2019, SECTION 2406, ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLASS. THE SPECIFC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING SHALL BE PER CBC,2406 1-1 5. EACH PANEL OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY MANUFACTURE 'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANFACTURER OR INSTALLER AND SAFETY GLAING STANDARD. THE FOLLOW ING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR PURPOSED SAFETY GLAZING IN SECTION 2406 6. FEILD VERIFY ALL WINDOW DIMENTIONS ROUGH OPENINGS, VERIFY DIMENTIONS WITH HEAD , JAMB , SILL AND DETAILS. WINDOW GENERAL NOTES 3" = 1'-0" WINDOW SILL 6 3" = 1'-0" WINDOW HEAD 5 1 PLAN CHECK CORRECTIONS 02/18/2025 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 WINDOW SCHEDULE 2 Mark Width Height Material (Frame)Finish (Frame) Glazing / Window Count A 3' - 0" 1' - 0" VINYL PF CF 1 B 3' - 0" 3' - 0" VINYL PF CF 1 C 4' - 0" 4' - 0" VINYL PF CF 2 D 3' - 0" 3' - 6" VINYL PF CF 1 E F G H J K 3' - 0" 2' - 3" PT CF 1 PT CF PT CF PT CF PT CF PT CF 2' - 0" 2' - 3" 4 37' - 6" 4' - 6" 5' - 4" 4' - 6"3 3' - 0" 3' - 0"2 63' - 0" 4' - 6" M PT CF 16' - 3" 4' - 6" N PT CF 12' - 9"3' - 0" O PT CF 64' - 0"3' - 0" X 5' - 0"4' - 0"PT CF 4 R 2' - 9" 2' - 9" VINYL PT CF 1 VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL 3 3 3 PLAN CHECK - 04/09/2025 4/09/25 914-918 N Bewley St5/8/2025 6 A7-1.1 5 A7-1.1 2nd FLOOR 12' -3" 1st FLOOR 2' -3" 42 " M I N . 17 E Q . R I S E R S 10 ' - 0 " 8' - 6 " C L R MODIFY HANDRAIL FOR RAISED DECK NEW DECK AND EXISTING TREAD SHALL BE AT SAME LEVEL ADD A PLANTER BOX UNDER THE EXISTING STAIRS WHERE HEAD HEIGHT IS LESS THAN 80" 1' - 6 " 6' - 8 " 2nd FLOOR 12' -3" 1st FLOOR 2' -3" 17 E Q . R I S E R S 10 ' - 0 " MODIFY HANDRAIL FOR RAISED DECK NEW DECK AND EXISTING TREAD SHALL BE AT SAME LEVEL 8' - 6 " C L R 8' - 1 1 3 / 4 " 6' - 8 " 1' - 6 " ADD A PLANTER BOX UNDER THE EXISTING STAIRS WHERE HEAD HEIGHT IS LESS THAN 80" 1' - 0 1 / 2 " 3' - 0 " 12' - 7" 4"4" 1' - 1 " 3' - 0 " 12' - 8 3/4" 4" 6" DECORATIVE TRIM (AS OCCURS) FINISH PER PLAN 2x CARRIAGE INTERIOR WALL ASSEMBLY PER PLANS 2x BLOCKING (AS REQ.) GYPSUM WALL BOARD PLYWOOD STAIR TREAD EXISTING HARDSCAPE 12"X12" FOOTING 2X PTDF PLATE W/7" LONG ANCHOR BOLT AT 12" O.C. 2X PTDF STAIR STRINGER TREX STAIR STRINGER "SADDLE" - WITH A-35 CLIPS EACH SIDE 7" M A X 3 E Q U A L R I S E R S 1' - 0" TREADS 8" MIN 42 " M I N . 36 " 1 1/2" MAX. 4X4 POST WITH TREX SLEEVE 1-1/2" DIA. HANDRAIL 3/4" DIAMETER BRACKET @ 6'-0" O.C. MAX Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh STAIRS PLANS, SECTIONS, AND DETAILS A7-1.1 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 927031/2" = 1'-0" STAIR S1 3 1/2" = 1'-0" STAIR S2 2 1/2" = 1'-0" STAIR S1 SECTION 1 6 1/2" = 1'-0" STAIR S2 SECTION 1 5 1/2" = 1'-0" ENTRY STAIRS 13 1/2" = 1'-0" BACK ENTRY STAIRS 12 3" = 1'-0" STAIR-WALL STRINGER 11 1 1/2" = 1'-0" DECK AT STAIR 1 1 1/2" = 1'-0" RAILING WOOD POST DETAIL 4 1 PLAN CHECK CORRECTIONS 02/18/2025 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 4 PLAN CHECK CORRECTIONS 04/29/2025 4 4 914-918 N Bewley St5/8/2025 PER PLANS 2" 2' - 1 0 " 8"4' - 4 1/4"8" DECORATIVE WOOD BRAKETS WOOD PANEL PER MANUFACTURE EQ.6" MIN.EQ. CL E A R 18 " M I N . CL E A R 18 " M I N . MIN. 3" CLR. MI N . 3" C L R . 12 " I N CONC. FOOTING REINF. PER PLAN F.G. 2 X PTDF SILL LEDGER AND CONNECTION PER STRCTURAL DRAWINGS HANGER PER STRCTURAL ANCHOR BOLT AT 16" O.C. A35 AT 16" O.C. PLYWOOD SHEATHING TREX DECKING ALIGN WITH PLYWOOD BN BN SILL NAILING SHEAR PANEL WHERE OCCURS 2 X WOOD STUD WALL 3' - 0 3/4" 11 " 1' - 1 " 2' - 0 " 1 1 / 4 " PROVIDE SOLID STUD BACKING AT THE BRACKET LOCATION, TYP DECKING BEAM SKIRT BOARD 1-1/2" SKIRT SUPPORT BOTTOM FASTENER- COMMONLY SCREWS KEPT LEVEL ON FACE DECK TRIM HORIZONTAL BRACE FROM BACK OF SKIRT SUPPORT TO SUPPORT POST JOIST SUPPORT POST DECKING OVERHANGS FRONT FACEPLATE/ OUTSIDE JOIST THICKNESS OF TRIM FRONT FACEPLATE TOP FASTENER IN SKIRT IS BEHIND DECK TRIM SKIRT FITS BEHIND TRIM BEFORE TRIM IS INSTALLED VERTICAL DROP BLOCK HANGING OFF THE FRONT FACEPLATE AND/OR THE OUTSIDE JOIST 2' - 3 " 7 A8-1.1 2' - 3 " 1' - 9 " HINGE GATE LATCH DECK TRIM 2' - 6" 2' - 6 " GROUND LEVEL 0' -0" FIRST FLOOR 2' -3" DOOR DECK BOARD TREX ELEVATION BOX BEAM 2' - 6" PLYWOOD 2X JOIST PER STRUCTURE SUPPORT POST 2' - 6" 2' - 6 " 15 A8-1.1 ACCESS PANEL PULL HANDLE DECK TRIM 2' - 0" FASCIA BOARD SHINGLES PLYWOOD SHEATHING PLYWOOD PLASTER FINISH ROOF RAFTERS PER STRUCTURAL CEILING PER PLAN SCHEDULE WALL BLOCKING FIBER CEMENT SOFFIT BOARD 5/8" TYPE 'X' DRYWALL UNDER FASCIA HOLD INSULATION 1" OFF SHEATHING FOR AIR SPACE 2 ROOF VENT PER ROOF PLAN 1" MIN PLASTER FINISH ROOF RAFTERS PER STRUCTURAL SHINGLES CEILING PER PLAN PLYWOOD SHEATHING SCHEDULED WALL FASCIA BOARD PLYWOOD PER PLAN 11 1/4" BLOCKING FIBER CEMENT SOFFIT BOARD 5/8" TYPE 'X' DRYWALL UNDER FASCIA 1" M I N HOLD INSULATION 1" OFF SHEATHING FOR AIR SPACE Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh EXTERIOR DETAILS A8-1.1 FO R C O N S T R U C T I O N PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1" = 1'-0" ENTRY CANOPY DETAIL 5 1 1/2" = 1'-0" TRANSITION - DECK FLOOR 3 1 1/2" = 1'-0" CANOPY WOOD BRACKET DETAIL 1 3" = 1'-0" ACCESS PANEL DETAIL 7 1 1/2" = 1'-0" SIDE ACCESS PANEL 2 1 1/2" = 1'-0" ACCESS PANEL - SECTION 15 1 1/2" = 1'-0" ACCESS PANEL ENLARGED PLAN 6 1" = 1'-0" ADU ROOF DETAIL 10 1 1/2" = 1'-0" ADU ROOF DETAIL 14 1 PLAN CHECK CORRECTIONS 02/18/2025 2 PLAN CHECK CORRECTIONS 03/14/2025 2 03/24/25 914-918 N Bewley St5/8/2025 ACOUSTICAL INSULATION WHERE REQUIRED PER PLAN (1) LAYERS 5/8" TYPE "X" GYP. BD. EACH SIDE STUD SIZE PER PLAN @ 16" O.C. U.N.O TOP OF PARITION TO UNDERSIDE OF STRUCUTURE ABOVE PER DETAIL: SECURE BOTTOM TRACK PER DETAIL: 4" ACOUSTICAL INSULATION WHERE REQUIRED PER PLAN (1) LAYERS 5/8" TYPE "X" GYP. BD. EACH SIDE STUD SIZE PER PLAN @ 16" O.C. U.N.O TOP OF PARITION TO UNDERSIDE OF STRUCUTURE ABOVE PER DETAIL: SECURE BOTTOM TRACK PER DETAIL: 6" AIR 1 HR FIRE BARRIER UL DESIGN U309 LOAD BEARING GENERIC GA FILE NO. WP 3243 STC RATING: 50-54 STC CWALL TYPE: 1 HR FIRE BARRIER UL DESIGN U309 LOAD BEARING GENERIC GA FILE NO. WP 3243 STC RATING: 50-54 STC EWALL TYPE: ACOUSTICAL INSULATION WHERE REQUIRED PER PLAN (1) LAYERS 5/8" TYPE "X" GYP. BD. TOP OF PARITION TO UNDERSIDE OF STRUCUTURE ABOVE PER DETAIL: SECURE BOTTOM TRACK PER DETAIL: PLYWOOD SHEAR PANEL WHERE REQUIRED (SEE STRUCTURAL) FINISH PLASTER STUD SIZE PER PLAN @ 16" O.C. U.N.O ACOUSTICAL INSULATION WHERE REQUIRED PER PLAN (1) LAYERS 5/8" TYPE "X" GYP. BD. EACH SIDE STUD SIZE PER PLAN @ 16" O.C. U.N.O TOP OF PARITION TO UNDERSIDE OF STRUCUTURE ABOVE PER DETAIL: SECURE BOTTOM TRACK PER DETAIL: 6" (1) LAYER OF 5/8" TYPE "X" GYP. BD. ONE SIDE 1 1/2" DRYWALL SCREWS @ 8" O.C. EACH STUD. TOP OF PARITION TO UNDERSIDE OF DECK ABOVE PER DETAIL:/11 A9-1.1 THERMAL INSULATION WHERE REQUIRED SECURE BOTTOM TRACK PER DETAIL:/10 A9-1.1 STUD SIZE PER PLAN @ 16" O.C. U.N.O FIN. CEILING (PER RCP) PARTITION (PER PLAN) LAY-IN CEILING (WHERE OCCURS) CONT. NON-BEARING SLIPTRACK SYSTEMS SLP-TRK 20GA. SLOTTED SLIP TACK OR APPROVED EQUAL BOTTOM OF EXISTING DECK SEALANT, SEE PARTITION NOTE #7 (2) #10 SMS @ 12" O.C. @ CENTER OF FLUTE AND 6" MAX FROM ENDS. AT CONCRETE OVER MTL. DECK PROVIDE 1/2" HILTI KB-TZ @ 48" O.C. W/ 3 1/2" EMBED PER ICC ESR-1917 WHERE CEILING OCCURS, STOP GYP. BD. MIN. 6" ABOVE. OTHERWISE CONTINUE FINISHED GYP.BD. TO DECK6" M I N . F.F. CONCRETE SLAB SEALANT, SEE PARTITION NOTES #7 CONT. BOTTOM TRACK 20 GA W/ HILTI X- U .157" DIA. LOW VELOCITY FASTENERS (ICC ESR-2269) @ 24" O.C.C AND 6" MAX. FROM ENDS (PROVIDE FASTENERS @ 16" O.C. WHERE CABINETS OR EQUIPMENT IS ANCHORED TO WALL) 1 7/16" MIN. EMBEDMENT. 2 FASTENERS MIN. PER PIECE OF TRACK. FEATHER FLOOR 3'-0" MIN. AS REQUIRED. TILE PER FINISH PLAN PROTECTIVE EDGE TRIM IN BRUSHED STAINLESS STEEL, SCHLUTER-SCHIENE CARPET OR RESILIENT FLOORING PER FINISH PLAN CONCRETE FLOOR FILL 1/8" MAX. GAP BETWEEN TRIM AND TILE WITH GROUT CARPET OR RESILIENT FLOORING TO TILE PROTECTIVE EDGE TRIM IN BRUSHED STAINLESS STEEL, SCHLUTER RENO-U RESILIENT FLOORING OR CARPET PER FINISH PLAN FINISHED AND SEALED CONCRETE FLOOR RESILIENT FLOORING OR CARPET TO CONCRETE MAX 1/4" VERTICAL CHANGE, (1/2" MAX VERTICAL CHANGE IF SLOPED AT 1:2) RESILIENT FLOORING PER FINISH PLAN PROTECTIVE EDGE TRIM IN BRUSHED STAINLESS STEEL, SCHLUTER-SCHIENE. CARPET PER FINISH PLAN CONCRETE FLOOR SECURE TRANSITION STRIP TO FLOOR AND BUTT ADJACENT MATERIAL CARPET TO RESILIENT FLOORING NOTE:FLOORING INSTALLER TO VERIFY HEIGHT FOR ALL FINISH TRANSITION STRIPS BASED ON ADJACENT MATERIALS PRIOR TO PROCUREMENT. FEATHER FLOOR 3'-0" MIN. AS REQUIRED TO PROVIDE LEVEL TRANSITION DOUBLE TOP PLATE WITH ATTACHEMENT PER DETAILUNDERSIDE OF STRUCTURE ABOVE SCRIBE GYP.BD. EDGE TO ANY OBSTRUCTIONS OR SURFACE OF STRUCTURE 5/8" GYP ON 2X4 WOOD STUDS @ 16" OC TYP. SEE RCP 2X4 WOOD CEILING JOIST @ 16" OC TYP.1' - 0 " SEE RCP SEE RCP 5/8" GYPBOARD CEILING ON 2X4 WOOD STUDS TYP. STUDS TO BE SPACED AT 16" O.C. FOR STUD BRACING TO STRUCTURE ABOVE, SEE DETAIL 8 3/4" (E) JOIST @ 24" O.C. MAX. 2022 CBC TABLE 721.1 (3), ITEM No. 21 -1.1 (E) BATT INSULATION WHERE OCCURS (2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD (E) 5/8" PLYWOOD Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh TYPICAL PARTITION TYPES AND DETAILS A9-1.1 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 PARTITION GENERAL NOTES 1. PROVIDE STUD SIZES AS SHOWN ON THE FLOOR PLAN WALL TAGS. REFERENCE STRUCTURAL DETAIL FOR WOOD STUD WALL FRAMING INFORMATION. 2. ALL GYPSUM BOARD SHALL BE 5/8 INCH TYPE-X UNLESS OTHERWISE NOTED. 3. SEE FINISH PLANS AND INTERIOR ELEVATIONS FOR WALL FINISH INFORMATION. 4. CEMENT BACKER BOARD SHALL BE USED AT WALL TILE FINISH LOCATIONS. 5. ALL WALLS SHALL EXTEND FROM FLOOR OR CURB TO UNDERSIDE OF FLOOR DECK, ROOF DECK, OR STRUCTURAL FRAMING UNLESS OTHERWISE NOTED. REFERENCE SLAB PLANS FOR WALL CONDITIONS ON CONCRETE CURBS. 6. PROVIDE ACOUSTICAL SEALANT AT ALL WALLS WITH SOUND BATT AND FIRE SEALANT AT ALL FIRE RATED WALLS. 7. FIRE RATINGS SHALL BE MAINTAINED FOR ALL OPENINGS, PENETRATIONS, AND RECESSED ITEMS. COMPLY WITH THE REQUIREMENTS OF CBC SECTION 714 PENETRATIONS. BWALL TYPE: INFILL 3" = 1'-0" WALL PARTITION TYPES 1 AWALL TYPE: FWALL TYPE:FURRED PARTITION 3" = 1'-0" PARTITION TOP - TO DECK 11 3" = 1'-0" PARTITION BASE - TO CONCRETE 10 12" = 1'-0" FLOOR TRANSITIONS 15 3" = 1'-0" GYPBOARD SOFFIT @ OPEN CEILING 9 3" = 1'-0" GYPBOARD SOFFIT @ RETURN 14 2 PLAN CHECK CORRECTIONS 03/14/2025 1 1/2" = 1'-0" ONE HOUR CEILING ASSEMBLLY DETAIL 17 2 FO R C O N S T R U C T I O N 03/24/25 914-918 N Bewley St5/8/2025 BLOCKING AS REQ'D WHERE OCCURS, BACKSPLASH TO MATCH COUNTERTOP COUNTERTOP W/ SQUARE EDGE P.LAM OR VENEER TOE KICK SCHEDULED PARTITION P.LAM DRAWER ON FULL EXTENSION HEAVY DUTY GLIDES U.N.O. 2' - 0" 2' - 1 0 " 4" 1 1 / 2 " 6" 6" 8" 8" 8" LONG BAR PULL MOCKETT DP-55C SERIES RECESS CABINET FACE 3/8" BACK FROM WET COUNTERTOPS MELAMINE INTERIOR, COLOR: WHITE BLOCKING AS REQ'D WHERE INDICATED, BACKSPLASH TO MATCH COUNTERTOP COUNTERTOP W/ SQUARE EDGE P.LAM OR VENEER TOE KICK ADJUSTABLE P.LAM SHELF ON 32mm ROW HOLES AND METAL PEGS, TYP. HOLES TO BE 1" APART O.C. SCHEDULED PARTITION CONCEALED HINGE, TYP. U.N.O. 2' - 0" 3" 3/4" 4" 1 1 / 2 " SE E E L E V A T I O N 4" 8" LONG BAR PULL MOCKETT DP-55C SERIES P.LAM OR VENEER DOOR FOR REAR CABINET ANCHORAGE TYP. SEE: FOR FRONT CABINET ANCHORAGE TYP. SEE: RECESS CABINET FACE 3/8" BACK FROM WET COUNTERTOPS MELAMINE INTERIOR, COLOR: WHITE BLOCKING AS REQ'D WHERE OCCURS, BACKSPLASH TO MATCH COUNTERTOP COUNTERTOP W/ SQUARE EDGE P.LAM OR VENEER TOE KICK ADJUSTABLE P.LAM SHELF ON 32mm ROW HOLES AND METAL PEGS, TYP. HOLES TO BE 1" APART O.C. SCHEDULED PARTITION P.LAM DRAWER ON FULL EXTENSION HEAVY DUTY GLIDES P.LAM OR VENEER DOOR U.N.O. 2' - 0" 3" 2' - 1 0 " 6" 1 1 / 2 " CONCEALED HINGE, TYP. 4" 8" LONG BAR PULL MOCKETT DP-55C SERIES MELAMINE INTERIOR, COLOR: WHITE RECESS CABINET FACE 3/8" BACK FROM WET COUNTERTOPS BLOCKING AS REQ'D CONCEALED HINGE, TYP. BACKSPLASH TO MATCH COUNTERTOP COUNTERTOP W/ SQUARE EDGE SCHEDULED PARTITION P.LAM DOOR 3/4" U.N.O. 2' - 0" 4" 2' - 1 0 " 6" 1 1 / 2 " 4" LINE OF CEILING, HEIGHT AS OCCURS. SEE REFLECTED CEILING PLAN. 2' - 6 " P.LAM DOOR BLOCKING AS REQUIRED CONCEALED HINGE, TYP. ADJUSTABLE P.LAM SHELF ON 32mm ROW HOLES AND METAL PEGS, TYP. HOLES TO BE 1" APART O.C. U.N.O. 1' - 0" MELAMINE INTERIOR, COLOR : WHITE MELAMINE INTERIOR, COLOR : WHITE 8" LONG BAR PULL MOCKETT DP-55C SERIES 8" LONG BAR PULL MOCKETT DP-55C SERIES 3' - 6 " 1 1 / 2 " 1' - 6" 3' - 0 " P.LAM DOOR BLOCKING AS REQUIRED CONCEALED HINGE, TYP. ADJUSTABLE P.LAM SHELF ON 32mm ROW HOLES AND METAL PEGS, TYP. HOLES TO BE 1" APART O.C.MELAMINE INTERIOR, COLOR : WHITE 8" LONG BAR PULL MOCKETT DP-55C SERIES CONCEALED METAL SUPPORTS P.LAM PARTITION; COLOR: PL1. SEE SHEET A2-3.0 FOR MORE INFO. LINE OF CEILING, HEIGHT AS OCCURS. SEE REFLECTED CEILING PLAN. FRONT LOADING WASHING MACHINE OR DRYER COUNTERTOP W/ SQUARE EDGE CONTINUE SCHEDULED FLOORING CONCEALED HINGE, TYP. P. LAM BACKSPLASH TO MATCH COUNTERTOP COUNTERTOP W/ SQUARE EDGE INTEGRAL P.LAM TOE KICK 8" LONG BAR PULL MOCKETT DP-55C SERIES SCHEDULED PARTITION SCHEDULED FAUCET SCHEDULED SINK3/4" U.N.O. 2' - 0" 4" TO P L I P O F S I N K 2' - 1 0 " M A X 1 1 / 2 " 27 " C L R . M I N 4" 3" NOTE: 1. SEE G0-1.1 FOR ACCESSIBLE CLEARANCE REQUIREMENTS. 1/4" CONCEALED IN WALL SUPPORT 3X4 BACKING WITH A34 ANCHOR TYP. EA. END METAL STUD WALL 1/2" PLYWOOD (3) #10X3" RHWS @ 6" O.C. @ EA. BLKG. (3) 2X4 .177 DIA. LOW VELOCITY FASTENERS (1 7/16" LONG EMBED) ICBO #2388 8" (3) #10x3" RHWS @ 6" O.C. @ EA. BLKG. 3/4" HARDWOOD CABINET RAIL 2x4 CONT. BLKG. 2x4 CONT. BLKG. .177 DIA. LOW VELOCITY FASTENERS (1 7/8" LONG EMBED) ICBO #2388(3) #10X3" RHWS @ 6" O.C. @ EA. BLKG. Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/23 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh MILLWORK DETAILS A9-2.1 PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 927033/4" = 1'-0" BASE CABINET W/ 4 DRAWERS 7 3/4" = 1'-0" BASE CABINET W/ DOORS 3 3/4" = 1'-0" BASE CABINET W/ DRAWERS AND DOORS 4 3/4" = 1'-0" TALL MILLWORK CABINET 8 3/4" = 1'-0" LAUNDRY MILLWORK 6 3/4" = 1'-0" ACCESSIBLE BASE CABINET @ UNIT 1 3" = 1'-0" REAR CABINET ANCHORAGE 2 3" = 1'-0" FRONT CABINET ANCHORAGE 5 FO R C O N S T R U C T I O N 03/24/25 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE 23411 JA EG/SH WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: S1.00 REVISIONS: 02/19/25 STRUCTURAL NOTES AND ABBREVIATIONS No.3503 L I GNE L S NO B A LAE A LI OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCTPRO G R E S S - NO T F O R P L A N REV I E W H: \ 2 0 2 3 \ 2 3 0 2 2 1 \ 3 _ D r a w i n g s \ D w g s - 0 0 \ 2 3 - 0 2 2 1 - 0 0 _ S 1 . 0 0 S T R U C T U R A L N O T E S A N D A B B R E V I A T I O N S . d w g P L O T T E D B Y : Ch a n n o n S h i d a k i O N : Ma r c h 2 4 , 2 0 2 5 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 LONG BEACH • SAN DIEGO Project: LONG BEACH OFFICE 3900 Cover Street, Long Beach CA 90808 • 562.985.3200 S T R U C T U R A L E N G I N SREE 23-0221-00 02/19/251 DELTA 1 02/19/25CITY APPROVAL 03/24/252 DELTA 2 STEEL COLUMN STARTING AT THIS LEVEL. WHERE NO COLUMN TYPE IS INDICATED, COLUMN CONTINUES FROM LEVEL BELOW.W8x45 HSS6 x 6 x 3 / 8 HD1 HOLDOWN ANCHOR TYPE AS NOTEDHD9 SHEAR WALL PANEL, HOLDOWN TYPE, AND MINIMUM LENGTH AT THIS LEVEL PER TYPICAL SHEAR WALL ELEVATION A 10' SYMBOL DESCRIPTION PLAN SYMBOLS W12x25 BEAM SIZE AND SPAN B1 BEAM SPAN, SIZE PER SCHEDULE OPENINGS IN FLOOR OR ROOF PER ARCHITECTURAL OR MECHANICAL DRAWINGS 2x12 RJ1 WOOD JOIST FRAMING SPAN, SIZE PER PLAN OR APPLICABLE SCHEDULE FJ1 TOP OF PLYWOOD SHEATHING TOS 21'-0" SEISMIC/ WIND DRAG STRAP 6x6 WOOD POST STARTING AT THIS LEVEL PER POST SCHEDULE WOOD HEADER, SIZE PER SCHEDULE SYMBOL DESCRIPTION PLAN SYMBOLS SYMBOLS #POUND, NUMBER, QUANTITY @ AT <LESS THAN >GREATER THAN ±PLUS OR MINUS °DEGREE Ø DIAMETER ABBREVIATIONS AB ANCHOR BOLT ADDL ADDITIONAL ANCH ANCHOR, ANCHORAGE APPROX APPROXIMATE, APPROXIMATELY ARCH ARCHITECT, ARCHITECTURAL BLDG BUILDING BLKG BLOCKING, BLOCK BM BEAM BN BOUNDARY NAIL BOT BOTTOM BS BOUNDARY SCREW CALCS CALCULATIONS CANT CANTILEVER CG CENTER OF GRAVITY CIP CAST IN PLACE CL CENTERLINE CLR CLEAR, CLEARANCE CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECT, CONNECTION CONT CONTINUOUS CJP COMPLETE JOINT PENETRATION D PENNY (NAIL SIZE) DBL DOUBLE DET DETAIL DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIST DISTANCE DO DITTO DWG DRAWING (E)EXISTING EA EACH EF EACH FACE ELEC ELECTRICAL ELEV ELEVATION, ELEVATOR EMB EMBED, EMBEDDED, EMBEDMENT EMBED EMBED, EMBEDDED, EMBEDMENT EN EDGE NAIL EQ EQUAL EQUIP EQUIPMENT ES EDGE SCREW, EACH SIDE EW EACH WAY FDN FOUNDATION FIN FINISH FLR FLOOR FN FIELD NAIL F/O FACE OF FS FIELD SCREW FTG FOOTING GA GAUGE GALV GALVANIZE GLB GLUED-LAMINATED BEAM GR GRADE HD HOLDOWN HDR HEADER HEX HEXAGONAL HT HEIGHT HORIZ HORIZONTAL I/F INSIDE FACE INFO INFORMATION INSP INSPECTION JST JOIST JT JOINT K KIPS (1000#) KB-TZ2 HILTI KWIK BOLT TZ2 (ANCHOR) LBS POUNDS LD DEVELOPMENT LENGTH LDH HOOK DEVELOPMENT LENGTH LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LOCS LOCATIONS LONG LONGITUDINAL LS LAP SPLICE LENGTH LVL LAMINATED VENEER LUMBER LTWT LIGHT-WEIGHT LWT LIGHT-WEIGHT MANUF MANUFACTURER MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MHP MHP STRUCTURAL ENGINEERS MIN MINIMUM MISC MISCELLANEOUS (N)NEW N/A NOT APPLICABLE NTS NOT TO SCALE NWT NORMAL-WEIGHT O/F OUTSIDE FACE OC ON CENTER OH OPPOSITE HAND OP OPERATING OPER OPERATING OPP OPPOSITE, OPPOSITE HAND PARA PARALLEL PERP PERPENDICULAR PL PLATE, PROPERTY LINE PLY PLYWOOD PJP PARTIAL JOINT PENETRATION PSL PARALLAM PT POST-TENSIONED (CONCRETE) PT PRESSURE-TREATED (WOOD) QTY QUANTITY R RADIUS RAD RADIUS REF REFER TO, REFERENCE REINF REINFORCING REQD REQUIRE, REQUIRED SCHED SCHEDULE SECT SECTION SEOR STRUCTURAL ENGINEER OF RECORD SHT SHEET SHTG SHEATHING SIM SIMILAR SIMP SIMPSON STRONG-TIE COMPANY SMS SHEET METAL SCREW SOG SLAB-ON-GRADE SQ SQUARE STAGG STAGGER STD STANDARD STIFF STIFFEN, STIFFENER STIRR STIRRUP STRUC STRUCTURAL SW SHEAR WALL SYM SYMMETRICAL T&B TOP & BOTTOM TBD TO BE DETERMINED THK THICK, THICKNESS THRU THROUGH TN TOE NAIL T/O TOP OF TRANS TRANSVERSE TS TUBE STEEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/WITH W/O WITHOUT WP WORK POINT WT WEIGHT STRUCTURAL STEEL SHAPES CX STANDARD CHANNEL HSS HOLLOW STRUCTURAL SECTIONS LX ANGLE MCX MISCELLANEOUS CHANNEL STD PIPE STANDARD PIPE (SCHED 40) WTX, STX STRUCTURAL TEES WX W SHAPES X-STRG EXTRA STRONG PIPE XX-STRG DBL EXTRA STRONG PIPE ABBREVIATIONS: CODES/INSTITUTIONS/ASSOCIATIONS ACI AMERICAN CONCRETE INSTITUTE AF&PA (NDS) AMERICAN FOREST & PAPER ASSOCIATION (NDS) AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE APA-EWA APA-ENGINEERED WOOD ASSOCIATION ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY CBC CALIFORNIA BUILDING CODE CRSI CONCRETE REINFORCING STEEL INSTITUTE DSA DIVISION OF THE STATE ARCHITECT HCAI DEPARTMENT OF HEALTH CARE ACCESS AND INFORMATION IBC INTERNATIONAL BUILDING CODE NDS NATIONAL DESIGN SPECIFICATIONS SDI STEEL DECK INSTITUTE SJI STEEL JOIST INSTITUTE SSMA STEEL STUD MANUFACTURERS ASSOCIATION GENERAL STRUCTURAL NOTES: 1.DESIGN CRITERIA: THE FOLLOWING DESIGN PARAMETERS HAVE BEEN USED IN THE DESIGN OF THE STRUCTURAL, AND WHERE APPLICABLE, NON-STRUCTURAL SYSTEMS REPRESENTED IN THESE STRUCTURAL DRAWINGS. A.CODE OF RECORD: 2022 EDITION, CALIFORNIA BUILDING CODE B.AUTHORITY HAVING JURISDICTION:CITY OF ORANGE (REFERENCE TO THE “AUTHORITY HAVING JURISDICTION” OR “GOVERNING AGENCY” THROUGHOUT THESE STRUCTURAL DRAWINGS SHALL BE CONSIDERED TO BE THE AUTHORITY LISTED ABOVE.) C.DESIGN LOADS (VERTICAL/GRAVITY): ·ROOF:DL: 15 PSF LL: 20 PSF ·STAIR:DL: 10 PSF LL: 60 PSF THESE LOAD VALUES REPRESENT THE ANTICIPATED DEAD LOADS AND ALLOWABLE SUPERIMPOSED LIVE LOADS FOR WHICH THE STRUCTURE HAS BEEN DESIGNED, ASSUMING THE NOTED MATERIALS STRENGTHS ARE ACHIEVED AND THE STRUCTURE HAS BEEN FULLY ERECTED AND SECURED. MINOR ADJUSTMENTS MAY HAVE BEEN USED FOR SPECIAL DESIGN CASES WHERE MORE REFINED VALUES ARE REQUIRED. D.BUILDING RISK CATEGORY: ·MAIN BUILDING: II E.WIND DESIGN PARAMETERS: ·ULTIMATE (LFRD) DESIGN WIND SPEED (V 3 SEC. GUST):95 MPH ·WIND DIRECTIONALITY FACTOR, (KD):1.0 ·EXPOSURE CATEGORY:B ·TOPOGRAPHIC FACTOR, (KZT):1.0 ·GUST EFFECT FACTOR:0.85 ·ENCLOSURE CLASSIFICATION:ENCLOSED ·INTERNAL PRESSURE COEFFICIENT, (GCPI):+/- 0.18 ·ULTIMATE DESIGN WIND PRESSURE: §MWFRS: 18 PSF F.SEISMIC DESIGN PARAMETERS: ·SEISMIC SITE CLASS:D (DEFAULT) ·SITE COEFFICIENTS, SPECTRAL ACCELERATION PARAMETERS: §SS: 1.324 §S1: 0.471 ·DESIGN SPECTRAL ACCELERATION PARAMETERS: §SDS: 1.059 §SD1: 0.574 ·SEISMIC IMPORTANCE FACTOR:1.0 ·SEISMIC DESIGN CATEGORY:D MAIN BUILDING G.SEISMIC DESIGN PARAMETERS: ·BASIC SEISMIC FORCE-RESISTING SYSTEM:LIGHT-FRAME SHEARWALLS WITH STRUCTURAL RATED PLYWOOD PANELS ·RESPONSE MODIFICATION COEFFICIENT, (R):6.5 ·OVER-STRENGTH FACTOR, (Ω0):3 ·DEFLECTION AMPLIFICATION FACTOR, (CD): 4 ·ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE ·SEISMIC BASE SHEAR COEFFICIENT, (CS, I.E. %G):0.163 2.ASTM DESIGNATIONS, ICC REPORT REFERENCES, AND ALL STANDARDS AND REFERENCED DOCUMENTS SHALL REFER TO THE LATEST EDITIONS AND/OR AMENDMENTS AS ADOPTED BY THE CODE OF RECORD. 3.GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE PROJECT. WHERE SPECIFIC DETAILS ARE NOT PROVIDED, THE GENERAL NOTES AND TYPICAL DETAILS SHALL GOVERN. HOWEVER, WHEN A SPECIFIC DETAIL OR NOTE HAS BEEN PROVIDED, REFERENCED OR CALLED OUT ON PLAN, THAT DETAIL OR NOTE SHALL GOVERN FOR THE SPECIFIC CASE. IN ADDITION, WHEN A DETAIL IS REFERENCED AS SIMILAR (SIM) TO A SPECIFIC DETAIL, OR WHEN IT CAN BE REASONABLY INFERRED THAT A SITUATION IS SIMILAR TO A SPECIFIC DETAIL, THAT SPECIFIC DETAIL SHALL BE ASSUMED TO APPLY UNTIL OTHERWISE DIRECTED BY THE ENGINEER OF RECORD. 4.THESE STRUCTURAL DRAWINGS ARE AN INTEGRAL PART OF, AND RELIANT ON, INFORMATION CONTAINED WITHIN THE ENTIRE SET OF CONSTRUCTION DOCUMENTS PREPARED FOR THE PROJECT. AS SUCH, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO REVIEW AND COORDINATE INFORMATION CONTAINED IN THE CIVIL/ARCH/M/E/P AND SPECIALTY CONSULTANT DRAWINGS AND SPECIFICATIONS TO ENSURE A FULL UNDERSTANDING OF THE PROJECT REQUIREMENTS. ANY OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER AND THE CONTRACTOR SHALL NOT PROCEED WITH THE AFFECTED WORK UNTIL CLARIFICATION AND/OR DIRECTION HAS BEEN GIVEN. 5.PRIOR TO STARTING WORK ON THE PROJECT AND/OR ON A SPECIFIC AREA OF THE PROJECT, THE CONTRACTOR SHALL CHECK ALL DIMENSIONS. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE COORDINATED FROM THE ARCHITECTURAL AND OTHER CONSULTANT DRAWINGS. WHERE DIMENSIONS DIFFER BETWEEN PLANS, THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED AND THE CONTRACTOR SHALL NOT PROCEED WITH THE AFFECTED WORK UNTIL DIRECTION HAS BEEN PROVIDED. WRITTEN DIMENSIONS SHALL GOVERN OVER SCALES SHOWN ON THE PLANS. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. THE ARCHITECTURAL AND MEP DRAWINGS SHALL BE USED FOR THE SIZE AND LOCATION OF ALL OPENINGS (EXCEPT AS SPECIFICALLY CONTROLLED BY THE STRUCTURAL DRAWINGS), INTERIOR NON-BEARING PARTITIONS, CONCRETE CURBS, SLOPES, DEPRESSIONS, CHANGES IN LEVEL, FINISHES, CHAMFERS OR GROOVES, FLOOR AND ROOF DRAINS, INSERTS, SLEEVES, PIPES, CONDUITS AND OTHER NON-STRUCTURAL ITEMS. 7.UNLESS SPECIFICALLY NOTED ON THE STRUCTURAL PLANS OR REFERENCED DETAILS, DO NOT PLACE MECHANICAL, ELECTRICAL (INCLUDING LOW-VOLTAGE AV), AND PLUMBING (MEP) SLEEVES, PIPES, INSERTS OR CONDUIT IN OR THROUGH STRUCTURAL MEMBERS, REGARDLESS OF MATERIAL, WITHOUT PRIOR APPROVAL AND DIRECTION BY THE STRUCTURAL ENGINEER. EXCEPT AS SPECIFICALLY SHOWN ON PLAN, NO STRUCTURAL MEMBER (BEAM, COLUMN, SHEAR WALL, STRUCTURAL SLAB, GRADE BEAM, BRACE, ETC.) SHALL BE CUT, DRILLED, OR NOTCHED WITHOUT PRIOR AUTHORIZATION AND DIRECTION FROM THE STRUCTURAL ENGINEER AND AUTHORITY HAVING JURISDICTION. 8.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST CURRENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE THE ACTUAL CONDITIONS VARY FROM THAT SHOWN IN THESE DRAWINGS, THEY SHALL BE REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER SO THAT PROPER CLARIFICATION OR REVISION MAY BE MADE. THE CONTRACTOR SHALL NOT PROCEED WITH THE AFFECTED WORK UNTIL CLARIFICATION AND/OR DIRECTION HAS BEEN GIVEN. 9.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION, UNLESS SPECIFICALLY NOTED OTHERWISE. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING BUT NOT LIMITED TO BRACING, SHORING, AND LAY DOWN OF MATERIALS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DETERMINATION OF LOADS AND EVALUATION OF THE LOADING EFFECTS ON THE STRUCTURE FROM TEMPORARY CONSTRUCTION CONDITIONS, INCLUDING FROM EQUIPMENT SUCH AS SKIP LOADERS, SCISSOR LIFTS, ETC., FROM HORIZONTAL WIND AND SEISMIC FORCES IMPOSED DURING THE CONSTRUCTION SCHEDULE, ALONG THE PATH-OF-TRAVEL FOR MOVING PERMANENT EQUIPMENT TO ITS FINAL LOCATION, AND FROM TEMPORARY LOADING THAT MAY OCCUR DURING EQUIPMENT INSTALLATION. THE CONTRACTOR MAY USE THE “DESIGN LOADS” INFORMATION PROVIDED IN NOTE #1 ABOVE WHEN CONSIDERING TEMPORARY CONSTRUCTION LOADING CONDITIONS ON A COMPLETED RAISED FLOOR OR ROOF SYSTEM. 11.OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE STRUCTURAL ENGINEER SHALL NOT BE DEEMED TO INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR OF THE CONSTRUCTION PROCEDURES. OBSERVATION VISITS AND CONSTRUCTION SUPPORT SERVICES ARE PROVIDED BY THE STRUCTURAL ENGINEER OR HIS/HER REPRESENTATIVE SOLELY FOR THE PURPOSE OF ASSISTING THE OWNER IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH THE CONTRACT DOCUMENTS. THESE SUPPORT SERVICES SHALL NOT BE DEEMED TO PROVIDE A GUARANTEE OF THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUCTED AS ACCEPTANCE OR SUPERVISION OF CONSTRUCTION. 12.SUBMITTALS: A.SHOP DRAWINGS AND SUBMITTALS, INCLUDING CONCRETE MIX DESIGNS, REQUIRED BY THE SPECIFICATIONS AND/OR THESE DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OR USE. A SCHEDULE FOR THE RELEASE OF SHOP DRAWINGS AND SUBMITTALS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO THE FIRST SUBMITTAL. THIS SUBMITTAL SCHEDULE SHALL PROPORTION THE NUMBER OF SHOP DRAWINGS TO BE REVIEWED IN EACH SUBMITTAL TO ALLOW SUFFICIENT TIME AS DEEMED REASONABLE IN THE PROFESSIONAL JUDGMENT OF THE ARCHITECT AND STRUCTURAL ENGINEER TO PERMIT ADEQUATE REVIEW. MHP WILL COORDINATE WITH THE ARCHITECT AND/OR CONTRACTOR TO ENSURE THAT THE SUBMITTAL SCHEDULE PRIORITIZES THE REVIEW IN A MANNER CONSISTENT WITH THE ANTICIPATED CONSTRUCTION SEQUENCE. SHOP DRAWINGS AND SUBMITTALS SHALL REFERENCE THE LATEST REVISION OF EACH STRUCTURAL DESIGN DRAWING USED FROM WHICH TO DETAIL. SHOP DRAWINGS AND/OR SUBMITTALS THAT DO NOT IDENTIFY THE LATEST REVISION OF THE STRUCTURAL DRAWINGS AND/OR DO NOT REFERENCE THE AGENCY APPROVED CONSTRUCTION DOCUMENTS SHALL BE RETURNED FOR THE DETAILER TO UPDATE AND RESUBMIT. PARTIALLY COMPLETE SHOP DRAWINGS AND SHOP DRAWINGS COMPLETED WITHOUT INCORPORATING THE INFORMATION PROVIDED IN RESPONSE TO REQUESTS FOR INFORMATION (RFI/RFC) MAY BE RETURNED (AT MHP'S SOLE DISCRETION) FOR UPDATING IF IT IS DETERMINED THAT SUCH INFORMATION WAS PROVIDED IN A TIMELY MANNER PRIOR TO THE RELEASE OF THE SHOP DRAWING SUBMITTAL. IF A SUBMITTAL MUST BE REVISED, IT SHALL IDENTIFY EACH REVISION AND/OR ADDITION TO EACH SHOP DRAWING BY CLOUDING OR OTHER MEANS. B.SUBMITTALS, INCLUDING SHOP DRAWINGS, DEFERRED APPROVAL ITEMS, AND RFI/RFCS, WILL NOT BE ACCEPTED BY MHP DIRECTLY FROM THE PROJECT SUB-CONTRACTORS. SUBMITTALS WILL BE ACCEPTED FROM THE OWNER'S AUTHORIZED CONTRACT ADMINISTRATOR (I.E. GENERAL CONTRACTOR, CONSTRUCTION MANAGER, OR ARCHITECT) ONLY AFTER THEY HAVE BEEN CONFIRMED TO COMPLY WITH CONTRACT SUBMITTAL REQUIREMENTS AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE OWNER'S AUTHORIZED CONTRACT ADMINISTRATOR SHALL COORDINATE AND VERIFY COMPLIANCE WITH THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS REGARDING DISTRIBUTION OF THE SUBMITTALS TO AND THROUGH THE ARCHITECT'S OFFICE. C.SUBMITTALS FOR DEFERRED APPROVAL ITEMS, SUCH AS (BUT NOT LIMITED TO) ELEVATORS AND CURTAIN WALLS, SHALL INCLUDE CALCULATIONS, DETAILED PLANS AND SPECIFICATIONS FOR ALL ELEMENTS OF THE DEFERRED SYSTEM INCLUDING, BUT NOT LIMITED TO, MEMBERS, SUPPORTING BRACKETS OR ATTACHMENTS, AND ANCHORAGE. DEFERRED APPROVAL ITEM SUBMITTALS SHALL BE ISSUED TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD FOR REVIEW AND VERIFICATION THAT THE PROPOSED SYSTEM DOES NOT NEGATIVELY IMPACT NOR SUBSTANTIALLY CHANGE THE STRUCTURAL LOADS AND SUPPORT CONDITIONS FOR WHICH THE BASE STRUCTURE WAS DESIGNED WITH ADEQUATE TIME TO ALLOW ANY REQUIRED CHANGES TO BE MADE BEFORE FORMAL SUBMITTAL TO THE GOVERNING AGENCY. FOLLOWING VERIFICATION BY THE SEOR AND ARCHITECT, THE MANUFACTURER OR CONTRACTOR SHALL SUBMIT THE CALCULATIONS, DETAILED PLANS, AND SPECIFICATIONS, STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE PROJECT STATE, TO THE GOVERNING AGENCY FOR APPROVAL. INSTALLATION OF DEFERRED ITEM ELEMENTS, SUCH AS GUIDE RAILS, MULLIONS, SUPPORTING BRACKETS, AND/OR ITEMS CONTINGENT ON THE DEFERRED SUBMITTAL SHALL NOT BE STARTED UNTIL THE DETAILED PLANS AND SPECIFICATIONS HAVE BEEN APPROVED BY THE GOVERNING AGENCY. D.WHEN THE ALLOWANCE FOR SUBSTITUTION OF A SPECIFIED MATERIAL OR PRODUCT DESIGNATION IS IMPLIED WITHIN THE CONSTRUCTION DOCUMENTS BY THE USE OF THE WORDS “ACCEPTED ALTERNATES”, “ALTERNATIVE PRODUCTS/SUPPLIERS”, ETC. OR “OR APPROVED EQUAL”, A FORMAL SUBSTITUTION REQUEST SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR. THE FORMAL SUBSTITUTION REQUEST SHALL CLEARLY IDENTIFY THE ORIGINAL PRODUCT AND THE REQUESTED SUBSTITUTE PRODUCT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE REQUESTED SUBSTITUTION IS “EQUAL” TO, OR BETTER THAN, THE ORIGINAL PRODUCT FOR ALL CONSIDERATIONS SUCH AS, BUT NOT NECESSARILY LIMITED TO, STRENGTH, PERFORMANCE, AND INSTALLATION VARIABLES, INCLUDING SCHEDULE. SUCH VERIFICATION SHALL BE CLEARLY OUTLINED IN THE FORMAL SUBMITTAL AS A TABULAR COMPARISON BETWEEN THE ORIGINAL PRODUCT CRITERIA AND THE REQUESTED SUBSTITUTE'S PRODUCT CRITERIA. APPROVAL OF THE SUBSTITUTION REQUEST SHALL BE OBTAINED FROM THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND, IF NECESSARY, THE GOVERNING AGENCY, PRIOR TO FABRICATION OR INSTALLATION OF THE SUBSTITUTED MATERIAL OR PRODUCT. FOUNDATIONS: 1.PRESUMPTIVE LOAD BEARING VALUES PER CBC TABLE 1806.2 WERE USED FOR THE STRUCTURAL DESIGN OF FOUNDATIONS AND EARTH RETAINING ELEMENTS CONTAINED HEREIN. IF IT IS DETERMINED THAT ANY OF THE CODE REQUIREMENTS ON WHICH THESE PRESUMPTIVE VALUES ARE BASED WILL NOT BE FOLLOWED DURING CONSTRUCTION, A FORMAL CHANGE ORDER SHALL BE PREPARED WITH ADEQUATE TIME FOR PROCESSING APPROVAL BY THE SEOR AND THE GOVERNING AGENCY. MHP, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR ADEQUACY OF THE PRESUMPTIVE VALUES. 2.THE FOLLOWING DESIGN PARAMETERS WERE USED AS THE BASIS FOR ALLOWABLE FOUNDATION LOADS AND SOIL PRESSURES: A.ALLOWABLE SOIL BEARING PRESSURES: §SPREAD/ISOLATED FOOTINGS: 1,500 PSF §CONTINUOUS FOOTINGS: 1,500 PSF §FOR LOAD COMBINATIONS INCLUDING WIND OR SEISMIC, ONE-THIRD (1/3) INCREASE IS ALLOWED. B.RETAINED EARTH PRESSURES: §EQUIVALENT FLUID PRESSURE (ACTIVE):45 PCF §EQUIVALENT FLUID PRESSURE (AT REST):45 PCF C.RESISTANCE TO SLIDING: §FRICTION COEFFICIENT:0.25 X DEAD LOAD §COHESION:130 PCF §PASSIVE PRESSURE:100 PCF §FOR LOAD COMBINATIONS INCLUDING WIND OR SEISMIC, ONE-THIRD (1/3) INCREASE ON PASSIVE PRESSURE IS ALLOWED. 3.ALL SITE FILL AND BACKFILL SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, IF APPLICABLE AND ASTM TEST METHOD D-1557. FLOODING IS NOT PERMITTED AND SHALL NOT BE USED FOR COMPACTION PURPOSES. 4.SPECIAL INSPECTION SHALL BE PERFORMED BY A SPECIAL INSPECTOR WITH THE APPROPRIATE REGIONAL EXPERIENCE AND BACKGROUND KNOWLEDGE TO CONFIRM ADEQUATE PREPARATION AND COMPACTION OF THE UNDERLYING SOILS HAS BEEN COMPLETED. THE SPECIAL INSPECTION SHALL TAKE PLACE PRIOR TO INSTALLATION OF REINFORCING OR OTHER ELEMENTS WHICH MAKE THE EXCAVATIONS INACCESSIBLE FOR ANY CORRECTIVE WORK DEEMED NECESSARY FOR APPROVAL. A COPY OF THE INSPECTION REPORT SHALL BE SUBMITTED TO THE SEOR PRIOR TO POURING CONCRETE. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION MAY BE REQUIRED. 5.WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATION PRIOR TO PLACING OF CONCRETE. CARE SHALL BE TAKEN TO AVOID DRYING OUT UNDERLYING NATURAL SOILS. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SEQUENCING AND SHORING, ETC., NECESSARY TO SUPPORT CUT AND/OR FILL BANKS DURING EXCAVATION AND FORMING AND PLACEMENT OF CONCRETE. CARE SHALL BE TAKEN TO AVOID DISTURBING SOILS AROUND AND/OR SUPPORTING EXISTING FOUNDATIONS AND UTILITIES. 7.SEE SPECIAL INSPECTION GENERAL NOTES FOR INSPECTION REQUIREMENTS. REINFORCING STEEL: 1.DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO STANDARDS AND RECOMMENDATIONS CONTAINED WITHIN THE CRSI “MANUAL OF STANDARD PRACTICE”. DETAILING FABRICATION AND PLACING OF WELDED WIRE REINFORCING SHALL CONFORM TO THE STANDARDS AND RECOMMENDATIONS CONTAINED WITHIN THE WRI “MANUAL OF STANDARD PRACTICE - STRUCTURAL WELDED WIRE REINFORCEMENT”. 2.REINFORCING BARS (REBAR), STEEL WELDED WIRE REINFORCING (WWR), AND TIE WIRE USED TO SECURE REBAR AND WWR SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS, UNO: A.REINFORCING, (ALL BAR SIZES, UNO):ASTM A-615, GR 60 B.REINFORCING BARS TO BE WELDED (ALL BAR SIZES UNO):ASTM A-706, GR 60 C.WELD WIRE REINFORCING: ASTM A-1064 D.TIE WIRE: ASTM A-82 3.ALL REINFORCING STEEL SHALL BE BENT COLD. GRADE 60 BARS MAY ONLY BE BENT ONCE, STRAIGHTENING AND/OR RE-BENDING IS NOT ALLOWED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEQUENCE PLACEMENT OF REINFORCING SUCH THAT INCIDENTAL BENDING DOES NOT OCCUR. 4.PRIOR TO PLACING CONCRETE; REINFORCING STEEL, INCLUDING WWR, AND OTHER EMBEDDED ITEMS SHALL BE WELL-SECURED IN POSITION AND SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BOND. WHERE TWO LAYERS OF REINFORCING STEEL ARE REQUIRED (I.E. FOOTING PADS OR SLABS) PROVIDE APPROPRIATE CHAIRS TIED TO AND SUPPORTED BY LOWER MAT OF REINFORCING TO SUPPORT THE UPPER MAT OF REINFORCING. “HOOK AND PULL” METHODS SHALL NOT BE ALLOWED. 5.CONCRETE PROTECTION FOR REINFORCING BARS SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BAR. MINIMUM COVER FOR CAST IN PLACE CONCRETE SHALL BE AS FOLLOWS: A.CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND: ·ALL MEMBERS, ALL REINFORCEMENT: 3” B.EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: ·ALL MEMBERS, #6 THROUGH #18 BARS: 2” ·ALL MEMBERS, #5, W31 OR D31 WIRE AND SMALLER 1 1/2” C.NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: ·SLABS, JOISTS, WALLS; #14 AND #18 BARS:1 1/2” ·SLABS, JOISTS, WALLS; #11 BARS AND SMALLER: 3/4” ·BEAMS, COLUMNS; PRIMARY REINF, STIRRUPS, TIES, SPIRALS AND HOOPS:1 1/2” 6.MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A SINGLE LAYER SHALL NOT BE LESS THAN 1 1/2”, 4/3 TIMES LARGEST AGGREGATE, 1 1/2 TIMES DIAMETER OF THE LARGER BAR, WHICHEVER IS GREATER. WHERE PARALLEL REINFORCING IS PLACED IN TWO OR MORE LAYERS, BARS IN THE UPPER LAYERS SHALL BE PLACED DIRECTLY ABOVE THE BARS IN LOWER LAYERS WITH NOT LESS THAN 1” CLEAR SPACE BETWEEN LAYERS. 7.DEVELOPMENT AND LAP SPLICE LENGTHS FOR REINFORCING STEEL AND WELDED WIRE REINFORCING SHALL BE AS NOTED ON PLANS AND DETAILS CONTAINED THEREIN. WHERE SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, SPLICES SHALL BE STAGGERED A MINIMUM OF ONE (1) LAP LENGTH. WHERE SPECIFIC LAP LENGTH REQUIREMENTS ARE NOT SPECIFICALLY SHOW ON PLANS, THE FOLLOWING MINIMUM LENGTHS SHALL BE USED: A.REBAR IN CONCRETE: SEE TYPICAL DETAILS B.REBAR IN MASONRY: SEE TYPICAL DETAILS C.WWR IN CONCRETE: 1 1/2 X WIRE GRID SPACES (9” MIN) 8.COMPLETE REINFORCING PLACEMENT DRAWINGS (SHOP DRAWINGS) SHALL BE PREPARED IN ACCORDANCE WITH ACI 315 AND SHALL BE SUBMITTED TO THE SEOR FOR REVIEW PRIOR TO FABRICATION. APPROVED SHOP DRAWINGS SHALL BE MADE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. SEE SUBMITTALS SECTION OF THE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 9.CONTRACTOR SHALL SCHEDULE SPECIAL INSPECTIONS SO THAT BAR SIZE, SPACING, LAP SPLICE AND EMBEDMENT LENGTH OF REINFORCING BARS, AND THE LOCATION OF CONDUIT, SLEEVES AND EMBEDDED ITEMS, MAY BE CORRECTED, IF NECESSARY, PRIOR TO PLACEMENT OF OVERLYING GRIDS OF REINFORCING STEEL AND/OR PLACEMENT OF CONCRETE. CONCRETE: 1.ALL CONCRETE WORK SHALL CONFORM TO THE STANDARDS OF THE AMERICAN CONCRETE INSTITUTE (ACI), “ACI MANUAL OF CONCRETE PRACTICE” CURRENT EDITION, “SPECIFICATIONS FOR STRUCTURAL CONCRETE” (ACI 301), AND BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318). 2.WHEN SPECIFIED FOR USE, NORMAL WEIGHT (NWT) CONCRETE SHALL HAVE A DRY UNIT WEIGHT OF 150 ± 3 PCF. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 3.CEMENT SHALL CONFORM TO PORTLAND CEMENT ASTM C-150 (TYPE II) UNLESS NOTED OTHERWISE. WHEN USED IN THE CONCRETE MIX, FLY ASH SHALL CONFORM TO ASTM C618 CLASS F OR N. 4.MIXING WATER SHALL CONFORM TO ASTM C1602. 5.ADMIXTURES SHALL CONFORM TO THE FOLLOWING: A.WATER REDUCTION AND SETTING TIME MODIFICATION:ASTM C494 B.PRODUCING FLOWING CONCRETE:ASTM C1017 C.AIR ENTRAINMENT:ASTM C260 D.INHIBITING CHLORIDE-INDUCED CORROSION:ASTM C1582 6.ALL NON-SHRINK GROUT SHALL CONFORM TO ASTM C1107/C1107M AND SHALL BE PRE-MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE, CEMENT AND WATER-REDUCING AND PLASTICIZING AGENTS. A.MINIMUM COMPRESSIVE STRENGTH AT 48 HOURS: 2,000 PSI B.MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 7,000 PSI 7.CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS AND SHALL MEET THE OTHER REQUIREMENTS INDICATED BELOW: A.FOOTINGS:3,000 PSI, NWT, 1 1/2” AGGREGATE, 0.45 W/C B.SLABS ON GRADE:3,000 PSI, NWT, 1” AGGREGATE, 0.45 W/C C.ALL OTHER CONCRETE:3,000 PSI, NWT, 1” AGGREGATE, 0.45 W/C 8.MAXIMUM SLUMP FOR CONCRETE MIXES SHALL BE 5” TYPICALLY AND 4” FOR ALL FLATWORK, WHETHER ON GRADE OR ELEVATED, EXCEPT WHEN A HIGH RANGE WATER REDUCING ADMIXTURE IS SPECIFIED FOR USE IN THE CONCRETE MIX DESIGN, SLUMP SHALL BE A MAXIMUM OF 9”. 9.CONCRETE MIX DESIGN SHALL BE PREPARED BY AN APPROVED TESTING LAB AND A REGISTERED CIVIL ENGINEER AND SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD (SEOR) FOR REVIEW. CONCRETE MIX DESIGN SUBMITTALS SHALL BE STAMPED AND SIGNED BY THE LICENSED ENGINEER RESPONSIBLE FOR THE MIX DESIGN. 10.WHEN USED, AIR ENTRAINMENT SHALL NOT BE MORE THAN 5%. 11.ALL FURNISHED CONCRETE MIX DESIGNS SHALL REFLECT PROVEN CONCRETE SHRINKAGE CHARACTERISTICS OF 0.0004 IN/IN (0.04%) FINAL SHRINKAGE STRAIN OR LESS AT ALL SLABS (INCLUDING TOPPING SLABS WHERE THEY OCCUR), AND 0.0006 IN/IN (0.06%) FINAL SHRINKAGE STRAIN OR LESS AT OTHER CONCRETE ELEMENTS, AS DETERMINED IN ACCORDANCE WITH ASTM C157. 12.CONCRETE SHALL BE CONVEYED TO FINAL LOCATION BY METHODS THAT PREVENT SEGREGATION OR LOSS OF CONSTITUENTS AND ENSURE THE REQUIRED CONCRETE QUALITY. 13.WATER SHALL NOT BE ADDED TO CONCRETE AT THE SITE. 14.LOCATE CONSTRUCTION AND/OR CONTROL JOINTS AS INDICATED IN CONTRACT DOCUMENTS AND/OR SUBMIT INFORMATION FOR ACCEPTANCE OF PROPOSED LOCATION AND TREATMENT OF JOINTS NOT INDICATED IN CONTRACT DOCUMENTS. 15.ALL CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4” AMPLITUDE, THOROUGHLY CLEANED AND ALL LAITANCE REMOVED. LONGITUDINAL KEYWAYS, 1 1/2” DEEP, SHALL BE USED WHERE INDICATED IN THE CONTRACT DOCUMENTS. ALL JOINTS SHALL BE THOROUGHLY DAMPENED, BUT WITHOUT STANDING WATER, IMMEDIATELY BEFORE PLACING NEW CONCRETE. 16.THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES TO VERIFY THE LOCATION OF ALL ITEMS SUCH AS, BUT NOT LIMITED TO, SLEEVES, ANCHORS, ANCHOR BOLTS, CONDUITS, EMBED PLATES ETC. TO BE INSTALLED WITHIN CONCRETE ELEMENTS. EMBEDDED ITEMS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DRAWINGS SHALL BE LOCATED BY THE TRADES/SUB-CONTRACTORS INVOLVED, AND SHALL BE REVIEWED BY THE SEOR PRIOR TO PLACEMENT OF CONCRETE. IN COORDINATING THE LOCATION OF EMBEDDED ITEMS NOT OTHERWISE LOCATED IN THE STRUCTURAL DRAWINGS, PRIORITY SHALL BE GIVEN TO MAINTAIN SPACING AND CONTINUITY OF ALL REINFORCING. EMBEDDED ITEMS SHALL BE WELL DISTRIBUTED TO AVOID CLUSTERING IN SUCH A MANNER AS TO REQUIRE CUTTING OR RELOCATION OF REINFORCING STEEL. 17.UNLESS OTHERWISE NOTED, BOLTS EMBEDDED IN CONCRETE SHALL BE ASTM F-1554 GR 36. ALL EMBEDDED ANCHOR BOLTS SHALL BE HEADED-TYPE. DO NOT USE J-TYPE BOLTS. 18.UNLESS OTHERWISE NOTED, A 3/4” CHAMFER SHALL BE PROVIDED AT EXPOSED EDGES OF CONCRETE BEAMS AND COLUMNS. 19.PRIOR TO PLACING CONCRETE, ALL EMBEDDED ITEMS, INCLUDING REINFORCING STEEL, SHALL BE WELL SECURED IN POSITION. CONCRETE SHALL NOT BE POURED UNTIL ALL FORMS AND REINFORCING HAVE BEEN INSPECTED, ALL PREPARATIONS FOR THE PLACEMENT HAVE BEEN COMPLETED, AND THE PREPARATIONS HAVE BEEN REVIEWED BY THE PROJECT INSPECTOR. 20.ONLY ONE GRADE OF CONCRETE SHALL BE ALLOWED AT THE JOB SITE AT ANY ONE TIME. 21.CONCRETE TO BE PLACED DURING COLD WEATHER SHALL COMPLY WITH ACI 306R, “GUIDE TO COLD WEATHER CONCRETING” AND ACI 306.1, “STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING”. 22.CONCRETE TO BE PLACED DURING HOT WEATHER SHALL COMPLY WITH ACI 305R, “GUIDE TO HOT WEATHER CONCRETING” AND ACI 305.1, “STANDARD SPECIFICATION FOR HOT WEATHER CONCRETING”. 23.CONCRETE SHALL BE MAINTAINED IN A CONTINUOUSLY MOIST CONDITION ABOVE 50F FOR A MINIMUM OF SEVEN (7) DAYS AFTER PLACEMENT. THE 7-DAY REQUIREMENT MAY BE REDUCED TO 3 DAYS FOR HIGH-EARLY-STRENGTH CONCRETE. ALTERNATE ACCELERATED CURING METHODS MAY BE APPROVED BY THE SEOR IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 24.THE CONTRACTOR SHALL DEVELOP A PROCEDURE AND SCHEDULE FOR REMOVAL OF SHORES AND INSTALLATION OF RE-SHORES, AS REQUIRED. NO CONSTRUCTION LOADS SHALL BE SUPPORTED ON, NOR ANY SHORING REMOVED FROM, ANY PART OF THE ELEVATED STRUCTURE UNDER CONSTRUCTION EXCEPT WHEN THE CONTRACTOR'S ANALYSIS, PROCEDURES AND SCHEDULE INDICATE THAT THE SUBJECT PART OF THE STRUCTURE HAS SUFFICIENT STRENGTH AND STIFFNESS TO SUPPORT ITS WEIGHT AND LOAD PLACED THEREON WITHOUT ADVERSE EFFECT. AT A MINIMUM, ALL ELEVATED STRUCTURAL MEMBERS SHALL BE SHORED UNTIL CONCRETE HAS REACHED DESIGN STRENGTH AND ORIGINAL SHORING OR RE-SHORING SHALL REMAIN IN PLACE FOR A MINIMUM OF 28 DAYS. 25.FOOTINGS SUPPORTING BUILDING LOADS, CONSISTING OF COLUMN OR WALL SELF-WEIGHT, FORMWORK AND/OR REINFORCING STEEL, SHALL NOT BE FURTHER LOADED UNTIL THE FOOTING CONCRETE REACHES DESIGN STRENGTH AND THE CONCRETE HAS CURED FOR A MINIMUM OF 7 DAYS. 26.ALL CONCRETE SHALL BE TESTED AND INSPECTED AS REQUIRED PER THE SPECIAL INSPECTION SECTION OF THESE GENERAL NOTES. STRUCTURAL AND MISCELLANEOUS STEEL: 1.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (AISC 360), LATEST EDITION, AND SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS (AISC 341) LATEST EDITION. 2.ALL WELDING SHALL COMPLY WITH AWS SPECIFICATION D1.1/D1.1M. WELDING ON PARTS OF THE SEISMIC FORCE RESISTING SYSTEM (SFRS) SHALL ALSO CONFORM TO AWS D1.8/D1.8M. WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED FOR THE TYPE OF WELDING TO BE PERFORMED. 3.WELDING PROCEDURE SPECIFICATIONS (WPS) SHALL BE SUBMITTED FOR REVIEW FOR EACH WELD TYPE, WELDING PROCESS, WELDING ELECTRODE CLASSIFICATION AND/OR BASE MATERIAL (WHERE ASTM GRADE OR ALLOY VARIES) SHOWN ON THE DRAWINGS IN CONFORMANCE WITH AWS D1.1/D1.1M, D1.4/D1.4M AND D1.8/D1.8M AS APPLICABLE. EACH WPS SHALL BE RECORDED ON FORMS RECOMMENDED BY THE APPLICABLE AWS STANDARD AND SHALL BE REVIEWED BY AN AWS SCWI CERTIFIED INSPECTOR AND SUBMITTED TO THE SEOR AND, IF THE PROJECT IS GOVERNED BY DSA OR OSHPD, THE INSPECTOR OF RECORD (IOR) FOR REVIEW. IF A WELD ASSEMBLY NOTED ON PLANS DOES NOT FALL WITHIN THE PREQUALIFIED CRITERIA, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WELDING PROCEDURE QUALIFICATION RECORD FOR THE SPECIFIED WELD AS PART OF THE WPS SUBMITTAL. 4.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATION (UNLESS NOTED OTHERWISE): A.WIDE FLANGE SECTIONS (W,WT)ASTM A-992 FY=50KSI B.CHANNELS AND MISC SHAPES (C,MC,S,M)ASTM A-36 FY=36KSI C.ANGLES AND PLATES ASTM A-36 FY=36KSI D.PIPE (STD,X-STRG,XX-STRG)ASTM A-53 TYPE E, GR B FY=35KSI E.HSS TUBE (SQ,RECTANG)}ASTM A-500, GR C FY=50KSI SULFUR CONTENT SHALL BE LESS THAN OR EQUAL TO 0.05% F.HSS TUBE (ROUND)ASTM A-500, GR C FY=46KSI SULFUR CONTENT SHALL BE LESS THAN OR EQUAL TO 0.05% 5.STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND SEOR FOR REVIEW PRIOR TO FABRICATION AND ERECTION, IN ACCORDANCE WITH NOTE 12 OF GENERAL STRUCTURAL NOTES. 6.WHEN FABRICATING BEAMS PLACE NATURAL CAMBER UP. A TOLERANCE OF + 0, -1/4 INCH MAY BE APPLIED TO ALL SPECIFIED CAMBERS. 7.AFTER FABRICATION, ALL STEEL SHALL BE CLEANED FREE OF RUST, LOOSE MILL SCALE, AND OIL. 8.ALL STEEL EXPOSED TO MOISTURE OR WEATHER SHALL BE HOT-DIPPED GALVANIZED, UNLESS NOTED OTHERWISE. GALVANIZING SHALL BE IN CONFORMANCE WITH ASTM A123 AND A153. REPAIR GALVANIZING AFTER WELDING SHALL BE IN ACCORDANCE WITH ASTM A780. 9.HOT-DIP GALVANIZE OR PROVIDE THREE-INCH (3") MINIMUM CONCRETE COVER AROUND ALL STRUCTURAL STEEL BELOW GRADE. 10.SEE ARCHITECTURAL DRAWINGS FOR PAINTING OF STRUCTURAL STEEL. STRUCTURAL STEEL EMBEDDED IN CONCRETE OR MASONRY SHALL BE UNPAINTED. 11.WHERE CARBON STEEL IS IN CONTACT WITH STAINLESS STEEL OR WHERE EITHER CARBON OR STAINLESS STEEL IS IN CONTACT WITH ALUMINUM, PHENOLIC SHIM OR BREAK SHALL BE INSTALLED TO SEPARATE DISSIMILAR METALS. 12.BOLTS, THREADED RODS, AND WASHERS SHALL CONFORM TO THE FOLLOWING, UNO: A.MACHINE BOLTS ASTM A-307 B.HIGH STRENGTH BOLTS ASTM A-325-N OR A-490 C.THREADED RODS, UNO ASTM F1554 GR36 D.WELDED HEADED STUDS ASTM A-108, GRADE 1010-1020 E.WASHERS ASTM F-436 F.WASHERS AT NON-SEISMIC/WIND-RESISTING-FRAME COLUMNS WHERE HOLES AT COLUMN BASE PLATE ARE OVER-SIZED, ONLY WHEN REQUESTED BY CONTRACTOR AND APPROVED BY SEOR:ASTM F-436 5/16” THICK G.ANCHOR BOLTS IN CONCRETE OR MASONRY ASTM F-1554, GR 36 H.HIGH STRENGTH ANCHOR BOLTS IN CONCRETE STM F-1554, GR 105 13.ANCHOR BOLTS SHALL BE HEADED. J-BOLTS SHALL NOT BE USED. 14.BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF TWO 3/4” DIAMETER BOLTS UNLESS SHOWN OTHERWISE. 15.UNLESS NOTED OTHERWISE, BOLTS SHALL BE INSTALLED "SNUG TIGHT". THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES OF THE JOINT ARE IN FIRM CONTACT. BOLTS OF SLOTTED CONNECTIONS SHALL BE INSTALLED "HAND TIGHT" ONLY, WITH THREADS SPOILED. THE HAND TIGHT CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE WASHER AND BOLT HEAD ARE BROUGHT INTO FULL CONTACT WITH WEB OR SHEAR TAB WITH A SPUD WRENCH AND THE NUT IS THEN BACKED OFF ONE QUARTER OF A TURN. WHERE SLOTTED CONNECTIONS ARE INDICATED, THE WASHER SHALL BE PLACED OVER THE SLOTTED HOLE. BOLTS INDICATED AS SLIP-CRITICAL SHALL BE PRE-TENSIONED PER SECTION 8.2 OF SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS. 16.HOLES FOR BOLTED CONNECTIONS AND ANCHOR BOLTS SHALL BE AISC “STANDARD” HOLES LIMITED TO 1/16-INCH LARGER IN DIAMETER THAN NOMINAL BOLT DIAMETER FOR 7/8-INCH DIAMETER BOLTS AND SMALLER, AND 1/8-INCH LARGER IN DIAMETER THAN NOMINAL BOLT DIAMETER FOR 1-INCH AND LARGER BOLTS, UNLESS NOTED OTHERWISE. OVERSIZED AND SLOTTED HOLES REQUIRE THE APPROVAL OF THE SEOR, UNLESS SPECIFICALLY DETAILED ON THE APPROVED DRAWINGS. 17.PROVIDE BEVELED WASHERS WHERE JOINT FACE SLOPE IS GREATER THAN 1:20. 18.SEE CONCRETE GENERAL NOTES FOR NON-SHRINK GROUT SPECIFICATIONS. 19.FLANGE STIFFENER PLATES SHALL BE ORIENTED SO THAT ROLLING DIRECTION OF PLATE IS PARALLEL WITH DIRECTION OF PRINCIPLE STRESS. 20.ALL STRUCTURAL STEEL WELDING SHALL BE PERFORMED WITH E70XX ELECTRODES. 21.WHERE FILLET WELD SYMBOL IS SHOWN WITHOUT INDICATION OF THROAT SIZE, USE MINIMUM SIZE WELDS AS SPECIFIED BELOW: 22.WHERE LENGTH OF WELD IS NOT INDICATED, WELD SHALL BE FULL LENGTH OF JOINT. 23.ALL COMPLETE- AND PARTIAL-JOINT-PENETRATION GROOVE WELDS SHALL BE PERFORMED USING "INNERSHIELD" AND "ML-2" SEMI-AUTOMATIC EQUIPMENT. 24.SEE SPECIAL INSPECTION AND TESTING NOTES FOR INSPECTION AND TESTING REQUIREMENTS. TABLE J2.4 MINIMUM SIZE OF FILLET WELDS MATERIAL THICKNESS OF THINNER PART JOINED MINIMUM SIZE OF FILLET WELD TO 1/4" (6MM) INCLUSIVE 1/8" (3MM) OVER 1/4" (6MM) TO 1/2" (13MM)3/16" (5MM) OVER 1/2" (13MM) TO 3/4" (19MM)1/4" (6MM) OVER 3/4" (19MM)5/16" (8MM) No.3503 L I GNE L S NO B A LAE A L I OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCT Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 03/24/25 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE 23411 JA EG/SH WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: S1.01 REVISIONS: 02/19/25 STRUCTURAL NOTES No.3503 L I GNE L S NO B A LAE A LI OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCTPRO G R E S S - NO T F O R P L A N REV I E W H: \ 2 0 2 3 \ 2 3 0 2 2 1 \ 3 _ D r a w i n g s \ D w g s - 0 0 \ 2 3 - 0 2 2 1 - 0 0 _ S 1 . 0 1 S T R U C T U R A L N O T E S . d w g P L O T T E D B Y : Ch a n n o n S h i d a k i O N : Ma r c h 2 4 , 2 0 2 5 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 LONG BEACH • SAN DIEGO Project: LONG BEACH OFFICE 3900 Cover Street, Long Beach CA 90808 • 562.985.3200 S T R U C T U R A L E N G I N SREE 23-0221-00 02/19/251 DELTA 1 02/19/25CITY APPROVAL 03/24/252 DELTA 2 FRAMING LUMBER: 1.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH, WEST COAST (WCDF) OF THE FOLLOWING MINIMUM GRADES (UNLESS NOTED OTHERWISE): A. PLATES, BLOCKING, 2X FRAMING AND 2X6 STUDS AND LARGER = NO. 2 B. 2X4 STUDDING = CONSTRUCTION GRADE C. BEAMS, HEADERS, POSTS AND OTHER 4X OR LARGER MEMBERS (UNO) = NO. 1 2.REDBUILT LAMINATED LUMBER SHALL BE SERIES LVL BEAM/JOIST AND INSTALLATIONS SHALL CONFORM TO ICC SR-2993. ALLOWABLE DESIGN VALUES SHALL BE: Fb = 2,900 PSI Fc = (PERPENDICULAR) = 750 PSI Fv = 265 PSI Fc = (PARALLEL) = 2,635 PSI Ft = 1,660 PSI E = 2x106 PSI 3.STRUCTURAL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO UNITED STATES PRODUCT STANDARD PS-1-19 EXPOSURE I, MARKED STRUCTURAL I AND SHALL BE STAMPED BY AN APPROVED FABRICATOR. 4.“STRUCTURAL WALLS” WHERE CALLED OUT IN THE DRAWINGS REFERS TO SHEAR WALLS, EXTERIOR WALLS, AND/OR BEARING WALLS. 5.CONTRACTOR SHALL COORDINATE SPECIAL INSPECTIONS AND CONSTRUCTION SCHEDULE SO THAT ALL ELEMENTS REQUIRING SPECIAL INSPECTION MAY BE OBSERVED BY THE SPECIAL INSPECTOR PRIOR TO INSTALLATION OF COVERING MATERIAL. 6.FRAMING ON WHICH THE DIAPHRAGM AND SHEAR WALL SHEATHING IS INSTALLED SHALL BE OF THE SIZE AND GRADE AND MOISTURE CONTENT SPECIFIED. WET LUMBER SHALL BE ALLOWED TO AIR DRY TO COMPLY WITH THE SPECIFIED MOISTURE CONTENT UNDER WHICH IT IS GRADED, PRIOR TO COVERING WITH SHEATHING. SPACING OF FRAMING MEMBERS SHALL BE AS SPECIFIED AND ACCURATELY MAINTAINED SO AS TO ENSURE ADEQUATE EDGE AND END DISTANCES. WHERE ADEQUATE EDGE OR END DISTANCES ARE NOT OBTAINED, THE FRAMING SHALL BE ADJUSTED OR THE SHEATHING TRIMMED TO SECURE PROPER END AND EDGE DISTANCES AND OTHER CLEARANCES. FRAMING OBSERVED TO HAVE BEEN SPLIT BY FASTENERS SHALL BE REPLACED AND THE SHEATHING REFASTENED. 7.SHEATHING SHALL BE OF THE TYPE, THICKNESS AND GRADE CALLED FOR ON THE PLANS. ALTERNATE SHEATHING MATERIAL SHALL NOT BE USED WITHOUT THE WRITTEN AUTHORIZATION OF THE SEOR. 8.FASTENERS USED TO CONNECT SHEATHING TO UNDERLYING FRAMING SHALL BE OF THE SIZE SPECIFIED ON THE PLANS, INSTALLED AT THE CENTER-TO-CENTER SPACING NOTED THEREIN. FASTENERS SHALL BE INSTALLED AT THE MINIMUM DISTANCE FROM THE EDGE OR END OF THE DIAPHRAGM OR SHEAR WALL SHEATHING. THE FASTENER HEAD SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. FASTENERS SHALL BE STAGGERED ALONG THE UNDERLYING FRAMING MEMBERS TO THE EXTENT PERMITTED BY EDGE AND END DISTANCE REQUIREMENTS. FASTENERS SHALL PENETRATE THROUGH THE SHEATHING AND INTO SOLID FRAMING OR BLOCKING BEHIND. INCORRECTLY FASTENED SHEATHING SHALL BE IDENTIFIED AND REPAIRED AS DIRECTED BY THE SEOR. 9.BLOCKING CALLED FOR AT THE UNSUPPORTED EDGES OF PANEL SHEATHING AND ELSEWHERE, SHALL BE OF THE THICKNESS AND GRADE OF MATERIAL SPECIFIED AND/OR NOTED. BLOCKING BETWEEN WOOD MEMBERS SHALL BE SNUGLY FIT. BLOCKING OBSERVED TO HAVE BEEN SPLIT BY THE FASTENERS SHALL BE REPLACED AND SHEATHING REFASTENED. 10.SPECIAL FASTENINGS SHOWN ON THE PLANS, SUCH AS HORIZONTAL DIAPHRAGM AND SHEAR WALL SHEATHING NAILING TO CHORDS, DRAG STRUTS, POST TIE-DOWNS AND BLOCKING ABOVE SHEAR WALLS, SHALL BE INSTALLED. SILLS SHALL BE SECURED AS SHOWN ON THE PLANS. SPECIAL CLIPS, STRAPS, TIE-DOWNS AND OTHER CONNECTIONS WITHIN OR BETWEEN DIAPHRAGMS AND SHEAR WALLS SHALL BE INSTALLED AS SHOWN ON THE PLANS. SPECIAL INSPECTION SERVICES SHALL BE SCHEDULED SO AS TO ALLOW ANY CORRECTIVE WORK TO BE ACCOMPLISHED WITHOUT INTERFERENCE WITH LATER SCHEDULED WORK. 11.NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN, NOTED OR APPROVED BY THE SEOR. 12.MAXIMUM MOISTURE CONTENT FOR 2X FRAMING SHALL NOT EXCEED 19 PERCENT (19%) AT TIME OF COVER-UP (COVER-UP INCLUDES APPLICATION OF PLYWOOD OR GYPBOARD). 2X FRAMING SHALL BE STAMPED “S-DRY” OR “KD”. FOR PROJECTS NOT GOVERNED BY DSA OR OSHPD, 2X FRAMING MAY BE STAMPED “S-GREEN”. MOISTURE CONTENT OF 2X FRAMING SHALL BE TESTED AND INSPECTED PER FRAMED LUMBER SPECIAL INSPECTION NOTES. 13.BOLT HOLE DIAMETER SHALL BE THE DIAMETER OF BOLT PLUS 1/16" UNLESS NOTED OTHERWISE. PROVIDE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL BOLTS SHALL BE RE-TIGHTENED JUST PRIOR TO COVER-UP. 14.PRESERVATIVE-TREATED WOOD (I.E. PROTECTED AGAINST DECAY OR INSECT ATTACK) SHALL BE USED FOR WOOD FRAMING MEMBERS WHICH FORM THE STRUCTURAL SUPPORTS OF BUILDINGS, BALCONIES, PORCHES OR SIMILAR PERMANENT BUILDING APPURTENANCES WHEN SUCH MEMBERS ARE EITHER IN CONTACT WITH CONCRETE OR MASONRY OR ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING TO PREVENT MOISTURE OR WATER ACCUMULATION ON THE SURFACE OR AT JOINTS BETWEEN MEMBERS. WHERE MEMBERS ARE FIELD CUT, DRILLED, NOTCHED OR OTHERWISE ALTERED IN THE FIELD, ALL AFFECTED SURFACES SHALL BE RE-TREATED. 15.WOOD FRAMING TO BE PRESERVATIVE-TREATED SHALL CONFORM TO THE REQUIREMENTS OF THE AWPA STANDARD U1 AND APPLICABLE AWPA UC STANDARDS FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. THESE WOOD MEMBERS SHALL BEAR THE QUALITY MARK OF AN INSPECTION AGENCY THAT MAINTAINS CONTINUING SUPERVISION, TESTING AND INSPECTION OVER THE QUALITY OF THE PRESERVATIVE-TREATED WOOD. 16.WHERE PRESERVATIVE-TREATED WOOD IS USED IN ENCLOSED LOCATIONS WHERE DRYING IN SERVICE CANNOT READILY OCCUR, SUCH WOOD SHALL BE AT A MOISTURE CONTENT OF 19 PERCENT (19%) OR LESS BEFORE BEING COVERED WITH INSULATION, INTERIOR WALL FINISH, FLOOR COVERING OR OTHER MATERIALS. 17.FRAMING HANGERS, CAPS, HOLDOWNS, POST BASES, ANCHORS, CONNECTORS, ETC., SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY" OR APPROVED EQUAL TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. NAIL OPTIONS THAT SIMPSON PROVIDES FOR FULL CONNECTOR VALUE OTHER THAN COMMON WIRE MAY BE USED. 18.FASTENERS INCLUDING NUTS AND WASHERS IN INTERIOR LOCATIONS IN CONTACT WITH PRESERVATIVE-TREATED WOOD MEMBERS SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL (ASTM A-153), STAINLESS STEEL, SILICON BRONZE OR COPPER, EXCEPT THAT ANCHOR BOLTS MAY BE IN ADDITION OF MECHANICALLY DEPOSITED ZINC-COATED STEEL (ASTM B-695, CLASS 55 MINIMUM). WHERE FASTENERS IN INTERIOR LOCATIONS (EXCLUDING EXTERIOR WALL SILL PLATES) IN CONTACT WITH ZINC BORATE PRESERVATIVE-TREATED WOOD MAY BE PLAIN CARBON STEEL. 19.NAILS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F-1667. NAILS SHALL BE COMMON WIRE (UNO) AND THE NUMBER OF NAILS CONNECTING WOOD MEMBERS SHALL BE PER THE PLANS AND DETAILS BUT NOT LESS THAN THE AMOUNTS SET FORTH IN TYPICAL WOOD FASTENING SCHEDULE IN THE DRAWINGS. GALVANIZED COMMON NAILS SHALL BE USED FOR ALL EXPOSED EXTERIOR WOOD. COMMON NAILS SHALL CONFORM TO THE SPECIFICATIONS OF NAIL PROPERTIES SCHEDULE BELOW: 20.TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30 DEGREES WITH THE MEMBER AND STARTED APPROXIMATELY 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. 21.AT FLOORS AND ROOFS, PROVIDE FULL HEIGHT SOLID BLOCKING AT ENDS OF SAWN LUMBER JOISTS OR RAFTERS, ABOVE BEARING WALLS, BELOW BEARING WALLS WHERE JOISTS ARE PERPENDICULAR TO WALL AND AT INTERMEDIATE POINTS NOT TO EXCEED 8'-0" ON CENTER FROM BLOCK TO BLOCK; OR WHERE NONE OF THE ABOVE OCCURS PROVIDE, AT A MINIMUM, THE FOLLOWING: A.AT SPANS GREATER THAN 16'-0", PROVIDE TWO (2) ROWS OF CONTINUOUS FULL HEIGHT BLOCKING SPACED AT 1/3 POINTS AND AT ENDS OF JOISTS OR RAFTERS. B.AT SPANS 16'-0" AND LESS, BUT GREATER THAN 8'-0", PROVIDE ONE (1) CONTINUOUS ROW OF FULL HEIGHT SOLID BLOCKING AT MID-SPAN AND AT END OF JOISTS OR RAFTERS. 21.STITCH NAILING FOR DOUBLE SAWN JOISTS SHALL BE 16D NAILS AT 12" ON CENTER STAGGERED TOP AND BOTTOM. STITCH BOLTING FOR BUILT UP BEAMS (FOUR 2X MEMBERS MAXIMUM) SHALL BE 1/2" DIAMETER MACHINE BOLT AT 18" ON CENTER. STITCH BOLTING FOR FIVE 2X MEMBERS OR MORE SHALL BE 5/8" DIAMETER MACHINE BOLTS AT 18" ON CENTER STAGGERED TOP AND BOTTOM, UNLESS NOTED OTHERWISE. 22.STITCH NAIL DOUBLE STUDS A MINIMUM OF 16D NAILS AT 16" ON CENTER, UNLESS NOTED OTHERWISE. 23.ALL STUDDING SHALL BE CONTINUOUS BETWEEN POINTS OF LATERAL SUPPORT. 24.PROVIDE A MINIMUM OF A DOUBLE STUD UNDER 4X AND LARGER (OR BUILT-UP BEAMS) UNLESS NOTED OTHERWISE ON PLAN. 25.PRE-DRILL ALL LAG SCREW HOLES WITH DIAMETER (D) FOR UNTHREADED SHANK, 40% TO 70% OF D FOR THREADED PORTION. THE THREADED PORTION OF LAG SCREWS SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. PROVIDE SOAP OR LUBRICANT ON LAG SCREWS OR IN LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO LAG SCREWS OR WOOD SCREWS. 26.SEE SPECIAL INSPECTION NOTES FOR INSPECTION REQUIREMENTS. NAIL PROPERTIES SCHEDULE DESIGNATION LENGTH WIRE DIAMETER HEAD DIAMETER 6d 2"0.113"0.266" 8d 2 1/2"0.131"0.281" 10d 3"0.148"0.312" 12d 3 1/4"0.148"0.312" 16d 3 1/2"0.162"0.344" 20d 4"0.192"0.406" NOTE: 10d COMMON SHORT (2 1/8" LONG) MAY BE USED AT 1/2" AND THINNER PLYWOOD IN LIEU OF 10d COMMON (3") OR 8d COMMON (2 1/2" LONG). NAILING SHALL NOT BREAK THROUGH OUTER PLY OF PLYWOOD. IF PNEUMATIC GUNS ARE USED, THEY SHALL BE ADJUSTED TO SATISFY THE ABOVE CRITERIA. POST-INSTALLED ANCHORS: 1.POST INSTALLED ANCHOR NOTES IN THIS SECTION SHALL APPLY TO ALL ANCHORS (INCLUDING THREADED ROD OR REINFORCING BARS) INSTALLED INTO HARDENED CONCRETE OR MASONRY EXCEPT FOR POWDER DRIVEN FASTENERS, AS APPLICABLE, SEE POWDER DRIVEN FASTENER GENERAL NOTES FOR MORE INFORMATION. 2.INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE EVALUATION REPORT AND SHALL BE INSTALLED BY PERSONNEL TRAINED TO INSTALL THE TYPE OF POST-INSTALLED ANCHOR BEING INSTALLED. 3.LOCATE EXISTING REINFORCING BY NON-DESTRUCTIVE METHODS PRIOR TO DRILLING. EXISTING REINFORCING SHALL NOT BE CUT OR DAMAGED. 4.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'C = 2500 PSI, BE A MINIMUM OF 21 DAYS OLD AND HAVE A MINIMUM TEMPERATURE OF 50 DEGREES FAHRENHEIT WHEN DRILLING OCCURS. 5.HOLES FOR INSTALLATION OF THE POST-INSTALLED ANCHOR SHALL BE DRILLED USING A DRILL THAT HAS A CARBIDE-TIPPED BIT THAT COMPLIES WITH ANSI B212.15. A REBAR CUTTING DRILL BIT IS NOT ALLOWED. 6.CONTRACTOR SHALL USE APPROPRIATE EQUIPMENT AND METHODS AS REQUIRED TO PROVIDE DRILLED HOLES FOR POST-INSTALLED ANCHORS IN ACCORDANCE WITH APPLICABLE STANDARDS, MANUFACTURER'S RECOMMENDATIONS, AND QUALIFYING (ICC) TEST REPORTS. CARE SHALL BE TAKEN TO PREVENT OVERSIZING, OVALING, AND/OR BLOW-OUT THROUGH THE BACK FACE OF THE DRILLED MEMBER. IF OVERSIZING, OVALING, AND/OR BLOW-OUT OCCURS, THE EMPLOYED EQUIPMENT AND METHODS SHALL BE DISCONTINUED. ADDITIONAL DRILLING SHALL NOT BE RESUMED UNTIL THE SEOR HAS PROVIDED APPROVED REPAIR PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL SUCH REPAIRS. WHEN RESUMING DRILLING, THE CONTRACTOR SHALL MODIFY THE PROCEDURES AS NECESSARY TO PREVENT FURTHER DAMAGE. 7.HOLES SHALL BE CLEANED OF DUST AND DEBRIS, USING A WIRE BRUSH AND COMPRESSED AIR OR MANUFACTURER'S BLOW-OUT BULB (AS PER MANUFACTURER'S RECOMMENDATIONS) AS REQUIRED TO REMOVE PARTICULATE DEBRIS AND TO ACHIEVE A RELATIVELY DUST-FREE SURFACE. 8.OIL, SCALE, AND RUST SHALL BE REMOVED FROM THE POST-INSTALLED ANCHOR AND HOLES SHALL BE DRY, PRIOR TO INSTALLATION. 9.POST-INSTALLED EMBEDMENT DEPTHS NOTED ON THE PLANS OR DETAILS ARE NOMINAL (I.E. MEASURED FROM FACE OF CONCRETE OR MASONRY TO EMBEDDED TIP OF ANCHOR/REBAR). FOR CORRESPONDING HOLE DEPTH, REFER TO APPLICABLE EVALUATION REPORT. 10.ANCHORS IN APPROVED ADHESIVE ANCHOR SYSTEMS SHALL HAVE MINIMUM Fy = 36 KSI AND SHALL BE ZINC ELECTROPLATED OR HOT-DIP GALVANIZED AS REQUIRED PER ESR. 11.APPROVED ADHESIVE ANCHOR SYSTEMS AND EVALUATION REPORTS ARE AS FOLLOWS: A.CONCRETE: §HILTI HIT-RE 500 V3 ESR-3814 §HILTI HIT-HY 200 V3 ESR-4868 §DEWALT PURE 110+ESR-3298 §DEWALT AC200+ESR-4027 B.HORIZONTAL SLAB-ON-GRADE DOWELS: §HILTI HIT-RE 100 ESR-3829 §HILTI HIT-HY 100 ESR-3574 §DEWALT PURE 50+ESR-3576 §SIMPSON SET-XP ESR-2508 12.WHERE NOTED ON SPECIFIC DETAILS, INSTALLATION OF ADHESIVE ANCHORS SHALL BE BY PERSONNEL CERTIFIED BY AN APPLICABLE CERTIFICATION PROGRAM PER ACI 318 SECTION 17.8.2.2. CERTIFICATION SHALL INCLUDE WRITTEN AND PERFORMANCE TESTS IN ACCORDANCE WITH ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. CERTIFICATION DOCUMENTS SHALL BE SUBMITTED TO THE SEOR AND AHJ FOR REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION. 13.APPROVED EXPANSION ANCHORS AND EVALUATION REPORTS ARE AS FOLLOWS: A.CONCRETE NOT EXPOSED TO WEATHER: §HILTI KWIK BOLT-TZ2 ANCHORS ESR-4266 §DEWALT POWER-STUD+ SD2 ESR-2502 §SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE ANCHOR ESR-3037 B.CONCRETE EXPOSED TO WEATHER: §STAINLESS STEEL HILTI KWIK BOLT-TZ2 ANCHORS ESR-4266 §DEWALT POWER-STUD+ SD4 OR SD6 ESR-2502 §STAINLESS STEEL SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE ANCHOR ESR-3037 14.WHERE APPLICABLE, EXPANSION ANCHORS SHALL BE INSTALLED WITH THE MINIMUM TORQUE, USING A CALIBRATED TORQUE WRENCH. WEDGE OR SLEEVE TYPE ANCHORS MUST ATTAIN THE SPECIFIED TORQUE WITHIN ONE HALF TURN OF THE NUT, EXCEPT 1/4" AND 3/8” DIAMETER WEDGE OR SLEEVE TYPE ANCHORS MUST ATTAIN SPECIFIED TORQUE WITHIN ONE QUARTER TURN OF THE NUT. 15.INSTALLATION TORQUES FOR EXPANSION ANCHORS SHALL BE AS NOTED BELOW: 16.APPROVED SCREW ANCHORS AND EVALUATION REPORTS ARE AS FOLLOWS: A.CONCRETE: §HILTI KH-EZ OR KH-EZ P ANCHORS ESR-3027 §DEWALT SCREW-BOLT+ESR-3889 §DEWALT TAPPER+ESR-3068 §SIMPSON TITEN HD ESR-2713 §ITW RED HEAD TAPCON+ESR-3699 B.SOLID-GROUTED CONCRETE MASONRY (CMU): §HILTI KH-EZ OR KH-EZ P ANCHORS ESR-3056 §DEWALT SCREW-BOLT+ESR-4042 §DEWALT ULTRACON+ESR-3196 §SIMPSON TITEN HD ESR-1056 17.INSTALLATION TORQUES FOR SCREW ANCHORS SHALL BE AS NOTED BELOW:: 18.SEE SPECIAL INSPECTION AND TESTING NOTES FOR INSPECTION REQUIREMENTS. EXPANSION ANCHOR MAXIMUM INSTALLATION TORQUE LOADS IN CONCRETE (FT-LB) NOMINAL ANCHOR DIAMETER HILTI KWIK BOLT TZ2 DEWALT POWER STUD+ SD2, SD4, OR SD6 SIMPSON STRONG BOLT 2 1/4"4CS/6SS N/A 4 3/8"30 20 30 1/2"50CS/40SS 40 60 5/8"40CS/60SS 60 90CS/ 80 SS 3/4"110CS/125SS 110 150 1"185 N/A N/A SCREW ANCHOR MAXIMUM INSTALLATION TORQUE LOADS IN CONCRETE (FT-LB) NOMINAL ANCHOR DIAMETER HILTI KH-EZ OR KH-EZ P DEWALT SCREW BOLT+SIMPSON TITEN HD ITW RED HEAD TAPCON+ 1/4"18 19 AT 1 5/8” EMBED / 25 AT 2 1/2” EMBED 24 20 3/8" 40 (19 AT EMBED < 1 5/8") 25 AT 2” & 2 1/2” EMBED / 40 AT 3 1/4” EMBED 50 50 1/2"45 45 AT 2 1/2” & 3” EMBED / 60 AT 4 1/4” EMBED 65 70 5/8"85 60 100 N/A 3/4"95 70 150 N/A STRUCTURAL OBSERVATION: 1.THE STRUCTURAL ENGINEER OF RECORD (SEOR), OR HIS/HER DESIGNATED ENGINEER, SHALL PROVIDE VISUAL STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM, AS REQUIRED BY CBC SECTION 1704 AND AS DEFINED IN CBC SECTION 1702. WRITTEN REPORTS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE OR HIS DESIGNEE FOR DISTRIBUTION TO THE SPECIAL INSPECTOR, CONTRACTOR AND BUILDING OFFICIAL. 2.THE STRUCTURAL OBSERVER SHALL SUBMIT A WRITTEN STATEMENT TO THE GOVERNING AGENCY THAT THE SITE VISITS HAVE BEEN MADE. SUCH REPORTS SHALL IDENTIFY ANY OBSERVED DEFICIENCIES, WHICH TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE HAVE NOT BEEN RESOLVED. AT THE COMPLETION OF THE STRUCTURAL SYSTEM THE STRUCTURAL OBSERVER SHALL PROVIDE A FINAL OBSERVATION REPORT INDICATING THAT TO THE BEST OF HIS/HER KNOWLEDGE ALL OBSERVED DEFICIENCIES HAVE BEEN RESOLVED AND THE STRUCTURAL SYSTEM GENERALLY CONFORMS TO THE APPROVED PLANS AND SPECIFICATIONS. 3.STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF THE INSPECTIONS BY THE BUILDING OFFICIAL AS REQUIRED BY THE CALIFORNIA ADMINISTRATIVE CODE, SPECIAL INSPECTIONS REQUIRED BY CBC SECTION 1705, OR ANY OTHER INSPECTION REQUIRED BY OTHER SECTIONS OF THE CODE OR AS NOTED ELSEWHERE IN THE CONTRACT DOCUMENTS. THE STRUCTURAL OBSERVER DOES NOT HAVE THE AUTHORITY TO APPROVE COVERING OF CONSTRUCTION AND HIS/HER POSITIVE DISPOSITION OF THE OBSERVATION REPORT DOES NOT WARRANT THAT THE CONSTRUCTION WILL PASS THE BUILDING OFFICIAL'S INSPECTION. 4.STRUCTURAL OBSERVATION FOR THIS PROJECT SHALL BE PROVIDED BY MHP STRUCTURAL ENGINEERS, INC.; 3900 COVER STREET, LONG BEACH, CALIFORNIA, 90808; TELEPHONE (562) 985-3200; FAX (562) 985-1011. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION SCHEDULE AND SHALL NOTIFY THE STRUCTURAL OBSERVER NO LESS THAN THREE (3) BUSINESS DAYS IN ADVANCE OF REQUIRED OBSERVATIONS. FAILURE OF THE CONTRACTOR TO PROVIDE ADEQUATE NOTIFICATION MAY RESULT IN DELAYS DUE TO CORRECTIVE WORK OR REMOVAL OF SUBSEQUENT WORK TO ALLOW ADEQUATE OBSERVATION. REMOVAL AND REPLACEMENT OF ANY FINISHED WORK AND/OR FRAMING DAMAGED BY THE REMOVAL PROCESS OR AS REQUIRED FOR CORRECTIVE ACTION RESULTING FROM INADEQUATE NOTIFICATION SHALL BE AT THE CONTRACTOR'S EXPENSE. 6.THE STRUCTURAL OBSERVER SHALL AS A MINIMUM PERFORM STRUCTURAL OBSERVATION AT THE FOLLOWING STAGES OF CONSTRUCTION (CONSTRUCTION STAGES AND ELEMENTS/CONNECTIONS TO BE OBSERVED): A.CONCRETE & REINFORCING STEEL AFTER EXCAVATION OR FORMING AND PLACEMENT OF REINFORCING STEEL (INCLUDING POST-TENSIONING HARDWARE AND TENDONS), PRIOR TO CLOSING FORMS AND PLACEMENT OF CONCRETE, FOR FIRST SIGNIFICANT POUR OF STRUCTURAL WORK. B.STEEL FRAMING FOLLOWING ERECTION AND COMPLETION OF REPRESENTATIVE SAMPLING OF CONNECTIONS (INCLUDING GUSSET PLATES AND BRACES), PRIOR TO COVERING CONNECTIONS. C.WOOD SHEAR WALLS REPRESENTATIVE SAMPLING OF SHEAR PANEL NAILING AND ANCHORAGE SYSTEMS, PRIOR TO COVERING. D.FLOOR/ROOF DIAPHRAGMS REPRESENTATIVE SAMPLING OF CONNECTION OF DIAPHRAGM (i.e. NAILING, POWER-DRIVEN FASTENERS OR WELDS) TO THE FRAMING SYSTEM. E.ANCHORS (EPOXY AND/OR MECHANICAL) REPRESENTATIVE SAMPLING OF ANCHORS EMBEDDED IN CONCRETE AND/OR MASONRY, PRIOR TO COVERING. F.COMPLETION OF STRUCTURAL SYSTEM SPECIAL INSPECTIONS: 1.THE OWNER, OR THE OWNER'S AUTHORIZED AGENT (OTHER THAN THE CONTRACTOR AS APPLICABLE) SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS, INCLUDING AS APPLICABLE AN INSPECTOR OF RECORD (IOR), WHO SHALL PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION FOR CERTAIN TYPES OF WORK WHEN SO SPECIFIED IN THE CONTRACT DOCUMENTS AND PROJECT SPECIFICATIONS. WHERE AN IOR IS REQUIRED BY THE GOVERNING AGENCY, THE IOR MAY PERFORM SPECIAL INSPECTIONS IF THAT PERSON IS QUALIFIED PER THE GOVERNING AGENCY'S STANDARDS FOR THE SPECIAL INSPECTION REQUIRED. WHERE AN IOR IS NOT REQUIRED, THESE SPECIAL INSPECTIONS SHALL BE IN ADDITION TO AND COMPLEMENTARY WITH THE INSPECTIONS PROVIDED BY THE GOVERNING AGENCY. 2.THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON FROM AN APPROVED AGENCY CONFORMING TO ASTM C1077 WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING AGENCY, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE DESIGN DRAWINGS, SPECIFICATIONS AND APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE AND OTHER APPLICABLE REGULATIONS IDENTIFIED WITHIN THE CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION AND THEN, IF UNCORRECTED, TO THE ATTENTION OF THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING AGENCY. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE SPECIAL INSPECTOR AND SCHEDULE THE SPECIAL INSPECTIONS WITH ADEQUATE TIME TO ADDRESS ANY AND ALL POTENTIAL DISCREPANCIES PRIOR TO PROCEEDING WITH SUBSEQUENT WORK THAT COVERS OR OTHERWISE MAKES INACCESSIBLE ANY WORK IDENTIFIED AS DEVIATING FROM THE PROJECT REQUIREMENTS. 4.THE SPECIAL INSPECTOR SHALL FURNISH REGULAR INSPECTION REPORTS TO THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING AGENCY IDENTIFYING THE WORK INSPECTED AND ANY UNCORRECTED DISCREPANCIES FROM THE CONSTRUCTION DOCUMENTS. AT THE CONCLUSION OF THE PROJECT OR THE SPECIAL INSPECTORS ASSIGNED SCOPE OF WORK, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF HIS OR HER KNOWLEDGE, COMPLETED IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS (INCLUDING APPROVED RFI'S, ADDENDUMS, ETC.) AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE AND OTHER APPLICABLE REGULATIONS IDENTIFIED WITHIN THE CONSTRUCTION DOCUMENTS. 5.UNLESS NOTED OTHERWISE, SPECIAL INSPECTIONS INDICATED BELOW SHALL BE PROVIDED IN EITHER A CONTINUOUS OR PERIODIC CAPACITY, AS DEFINED BELOW, AS REQUIRED BY THE INDIVIDUAL CODE OR REFERENCED STANDARD. 6.CONTINUOUS - SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED. 7.PERIODIC - SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. FOR STRUCTURAL STEEL, PERIODIC INSPECTION IS FURTHER DEFINED SUCH THAT ITEMS ARE OBSERVED ON A RANDOM BASIS. 8.FOR STRUCTURAL STEEL WELDING AND BOLTING, SPECIAL INSPECTION SHALL BE PROVIDED IN EITHER AN OBSERVE OR PERFORM CAPACITY AS DEFINED BELOW: ·OBSERVE (O) - INSPECTOR SHALL OBSERVE THESE ITEMS ON A RANDOM BASIS ·PERFORM (P) - INSPECTOR SHALL OBSERVE OR PERFORM SPECIFIED TASK FOR EACH WELDED OR BOLTED JOINT OR MEMBER 9.QUALITY CONTROL (QC) INSPECTION TASKS SHALL BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QC INSPECTOR (QCI) AS INDICATED. QUALITY ASSURANCE (QA) INSPECTION TASKS SHALL BE PERFORMED BY THE QA INSPECTOR (QAI) AS INDICATED. WHEN A TASK IS INDICATED TO BE PERFORMED BY BOTH THE QAI AND QCI, COORDINATION IS PERMITTED SO THAT THE INSPECTION FUNCTIONS ARE PERFORMED BY ONLY ONE PARTY. WHEN THE QAI RELIES ON THE QCI, THE APPROVAL OF THE SEOR AND AGENCY HAVING JURISDICTION IS REQUIRED. 10.THE FOLLOWING CONSTRUCTION ELEMENTS AND MATERIALS SHALL BE INSPECTED AND EVALUATED BY A SPECIAL INSPECTOR IN ACCORDANCE WITH THE NOTED CBC SECTIONS AND REFERENCED STANDARDS, WHERE ELEMENTS AND MATERIALS ARE PRESENT ON THE PROJECT. SEE GENERAL NOTES FOR EACH MATERIAL FOR ADDITIONAL REQUIREMENTS, IN ADDITION TO TABLES AND NOTES BELOW: 1 No.3503 L I GNE L S NO B A LAE A L I OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCT Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 03/24/25 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE 23411 JA SW/SH WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: S1.01 NO T F O R C O N T R U C T I O N REVISIONS: 10/02/23 Renewal Date L ICENSED ARCHITECT S TATE OF C A L I FORNI AEXP. 01/23 D C20495 AVID JOR HT IMSNAD STRUCTURAL NOTES LONG BEACH • SAN DIEGO Project: LONG BEACH OFFICE 3900 Cover Street, Long Beach CA 90808 • 562.985.3200 S T R U C T U R A L E N G I N SREE 23-0221-00 Exp. 3-31-24 No.3503 L I GNE L S NO B A LAE A LI OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCTFO R P L A N CHE C K O N L Y H: \ 2 0 2 3 \ 2 3 0 2 2 1 \ 3 _ D r a w i n g s \ D w g s - 0 0 \ 2 3 - 0 2 2 1 - 0 0 _ S 1 . 0 1 S T R U C T U R A L N O T E S . d w g P L O T T E D B Y : Ja s p e r A r c i a g a O N : Oc t o b e r 3 0 , 2 0 2 3 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 FRAMING LUMBER: 1.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH, WEST COAST (WCDF) OF THE FOLLOWING MINIMUM GRADES (UNLESS NOTED OTHERWISE): A. PLATES, BLOCKING, 2X FRAMING AND 2X6 STUDS AND LARGER = NO. 2 B. 2X4 STUDDING = CONSTRUCTION GRADE C. BEAMS, HEADERS, POSTS AND OTHER 4X OR LARGER MEMBERS (UNO) = NO. 1 2.STRUCTURAL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO UNITED STATES PRODUCT STANDARD PS-1-19 EXPOSURE I, MARKED STRUCTURAL I AND SHALL BE STAMPED BY AN APPROVED FABRICATOR. 3.“STRUCTURAL WALLS” WHERE CALLED OUT IN THE DRAWINGS REFERS TO SHEAR WALLS, EXTERIOR WALLS, AND/OR BEARING WALLS. 4.CONTRACTOR SHALL COORDINATE SPECIAL INSPECTIONS AND CONSTRUCTION SCHEDULE SO THAT ALL ELEMENTS REQUIRING SPECIAL INSPECTION MAY BE OBSERVED BY THE SPECIAL INSPECTOR PRIOR TO INSTALLATION OF COVERING MATERIAL. 5.FRAMING ON WHICH THE DIAPHRAGM AND SHEAR WALL SHEATHING IS INSTALLED SHALL BE OF THE SIZE AND GRADE AND MOISTURE CONTENT SPECIFIED. WET LUMBER SHALL BE ALLOWED TO AIR DRY TO COMPLY WITH THE SPECIFIED MOISTURE CONTENT UNDER WHICH IT IS GRADED, PRIOR TO COVERING WITH SHEATHING. SPACING OF FRAMING MEMBERS SHALL BE AS SPECIFIED AND ACCURATELY MAINTAINED SO AS TO ENSURE ADEQUATE EDGE AND END DISTANCES. WHERE ADEQUATE EDGE OR END DISTANCES ARE NOT OBTAINED, THE FRAMING SHALL BE ADJUSTED OR THE SHEATHING TRIMMED TO SECURE PROPER END AND EDGE DISTANCES AND OTHER CLEARANCES. FRAMING OBSERVED TO HAVE BEEN SPLIT BY FASTENERS SHALL BE REPLACED AND THE SHEATHING REFASTENED. 6.SHEATHING SHALL BE OF THE TYPE, THICKNESS AND GRADE CALLED FOR ON THE PLANS. ALTERNATE SHEATHING MATERIAL SHALL NOT BE USED WITHOUT THE WRITTEN AUTHORIZATION OF THE SEOR. 7.FASTENERS USED TO CONNECT SHEATHING TO UNDERLYING FRAMING SHALL BE OF THE SIZE SPECIFIED ON THE PLANS, INSTALLED AT THE CENTER-TO-CENTER SPACING NOTED THEREIN. FASTENERS SHALL BE INSTALLED AT THE MINIMUM DISTANCE FROM THE EDGE OR END OF THE DIAPHRAGM OR SHEAR WALL SHEATHING. THE FASTENER HEAD SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. FASTENERS SHALL BE STAGGERED ALONG THE UNDERLYING FRAMING MEMBERS TO THE EXTENT PERMITTED BY EDGE AND END DISTANCE REQUIREMENTS. FASTENERS SHALL PENETRATE THROUGH THE SHEATHING AND INTO SOLID FRAMING OR BLOCKING BEHIND. INCORRECTLY FASTENED SHEATHING SHALL BE IDENTIFIED AND REPAIRED AS DIRECTED BY THE SEOR. 8.BLOCKING CALLED FOR AT THE UNSUPPORTED EDGES OF PANEL SHEATHING AND ELSEWHERE, SHALL BE OF THE THICKNESS AND GRADE OF MATERIAL SPECIFIED AND/OR NOTED. BLOCKING BETWEEN WOOD MEMBERS SHALL BE SNUGLY FIT. BLOCKING OBSERVED TO HAVE BEEN SPLIT BY THE FASTENERS SHALL BE REPLACED AND SHEATHING REFASTENED. 9.SPECIAL FASTENINGS SHOWN ON THE PLANS, SUCH AS HORIZONTAL DIAPHRAGM AND SHEAR WALL SHEATHING NAILING TO CHORDS, DRAG STRUTS, POST TIE-DOWNS AND BLOCKING ABOVE SHEAR WALLS, SHALL BE INSTALLED. SILLS SHALL BE SECURED AS SHOWN ON THE PLANS. SPECIAL CLIPS, STRAPS, TIE-DOWNS AND OTHER CONNECTIONS WITHIN OR BETWEEN DIAPHRAGMS AND SHEAR WALLS SHALL BE INSTALLED AS SHOWN ON THE PLANS. SPECIAL INSPECTION SERVICES SHALL BE SCHEDULED SO AS TO ALLOW ANY CORRECTIVE WORK TO BE ACCOMPLISHED WITHOUT INTERFERENCE WITH LATER SCHEDULED WORK. 10.NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN, NOTED OR APPROVED BY THE SEOR. 11.MAXIMUM MOISTURE CONTENT FOR 2X FRAMING SHALL NOT EXCEED 19 PERCENT (19%) AT TIME OF COVER-UP (COVER-UP INCLUDES APPLICATION OF PLYWOOD OR GYPBOARD). 2X FRAMING SHALL BE STAMPED “S-DRY” OR “KD”. FOR PROJECTS NOT GOVERNED BY DSA OR OSHPD, 2X FRAMING MAY BE STAMPED “S-GREEN”. MOISTURE CONTENT OF 2X FRAMING SHALL BE TESTED AND INSPECTED PER FRAMED LUMBER SPECIAL INSPECTION NOTES. 12.BOLT HOLE DIAMETER SHALL BE THE DIAMETER OF BOLT PLUS 1/16" UNLESS NOTED OTHERWISE. PROVIDE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL BOLTS SHALL BE RE-TIGHTENED JUST PRIOR TO COVER-UP. 13.PRESERVATIVE-TREATED WOOD (I.E. PROTECTED AGAINST DECAY OR INSECT ATTACK) SHALL BE USED FOR WOOD FRAMING MEMBERS WHICH FORM THE STRUCTURAL SUPPORTS OF BUILDINGS, BALCONIES, PORCHES OR SIMILAR PERMANENT BUILDING APPURTENANCES WHEN SUCH MEMBERS ARE EITHER IN CONTACT WITH CONCRETE OR MASONRY OR ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING TO PREVENT MOISTURE OR WATER ACCUMULATION ON THE SURFACE OR AT JOINTS BETWEEN MEMBERS. WHERE MEMBERS ARE FIELD CUT, DRILLED, NOTCHED OR OTHERWISE ALTERED IN THE FIELD, ALL AFFECTED SURFACES SHALL BE RE-TREATED. 14.WOOD FRAMING TO BE PRESERVATIVE-TREATED SHALL CONFORM TO THE REQUIREMENTS OF THE AWPA STANDARD U1 AND APPLICABLE AWPA UC STANDARDS FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. THESE WOOD MEMBERS SHALL BEAR THE QUALITY MARK OF AN INSPECTION AGENCY THAT MAINTAINS CONTINUING SUPERVISION, TESTING AND INSPECTION OVER THE QUALITY OF THE PRESERVATIVE-TREATED WOOD. 15.WHERE PRESERVATIVE-TREATED WOOD IS USED IN ENCLOSED LOCATIONS WHERE DRYING IN SERVICE CANNOT READILY OCCUR, SUCH WOOD SHALL BE AT A MOISTURE CONTENT OF 19 PERCENT (19%) OR LESS BEFORE BEING COVERED WITH INSULATION, INTERIOR WALL FINISH, FLOOR COVERING OR OTHER MATERIALS. 16.FRAMING HANGERS, CAPS, HOLDOWNS, POST BASES, ANCHORS, CONNECTORS, ETC., SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY" OR APPROVED EQUAL TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. NAIL OPTIONS THAT SIMPSON PROVIDES FOR FULL CONNECTOR VALUE OTHER THAN COMMON WIRE MAY BE USED. 17.FASTENERS INCLUDING NUTS AND WASHERS IN INTERIOR LOCATIONS IN CONTACT WITH PRESERVATIVE-TREATED WOOD MEMBERS SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL (ASTM A-153), STAINLESS STEEL, SILICON BRONZE OR COPPER, EXCEPT THAT ANCHOR BOLTS MAY BE IN ADDITION OF MECHANICALLY DEPOSITED ZINC-COATED STEEL (ASTM B-695, CLASS 55 MINIMUM). WHERE FASTENERS IN INTERIOR LOCATIONS (EXCLUDING EXTERIOR WALL SILL PLATES) IN CONTACT WITH ZINC BORATE PRESERVATIVE-TREATED WOOD MAY BE PLAIN CARBON STEEL. 18.NAILS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F-1667. NAILS SHALL BE COMMON WIRE (UNO) AND THE NUMBER OF NAILS CONNECTING WOOD MEMBERS SHALL BE PER THE PLANS AND DETAILS BUT NOT LESS THAN THE AMOUNTS SET FORTH IN TYPICAL WOOD FASTENING SCHEDULE IN THE DRAWINGS. GALVANIZED COMMON NAILS SHALL BE USED FOR ALL EXPOSED EXTERIOR WOOD. COMMON NAILS SHALL CONFORM TO THE SPECIFICATIONS OF NAIL PROPERTIES SCHEDULE BELOW: 19.TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30 DEGREES WITH THE MEMBER AND STARTED APPROXIMATELY 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. 20.AT FLOORS AND ROOFS, PROVIDE FULL HEIGHT SOLID BLOCKING AT ENDS OF SAWN LUMBER JOISTS OR RAFTERS, ABOVE BEARING WALLS, BELOW BEARING WALLS WHERE JOISTS ARE PERPENDICULAR TO WALL AND AT INTERMEDIATE POINTS NOT TO EXCEED 8'-0" ON CENTER FROM BLOCK TO BLOCK; OR WHERE NONE OF THE ABOVE OCCURS PROVIDE, AT A MINIMUM, THE FOLLOWING: A.AT SPANS GREATER THAN 16'-0", PROVIDE TWO (2) ROWS OF CONTINUOUS FULL HEIGHT BLOCKING SPACED AT 1/3 POINTS AND AT ENDS OF JOISTS OR RAFTERS. B.AT SPANS 16'-0" AND LESS, BUT GREATER THAN 8'-0", PROVIDE ONE (1) CONTINUOUS ROW OF FULL HEIGHT SOLID BLOCKING AT MID-SPAN AND AT END OF JOISTS OR RAFTERS. 21.STITCH NAILING FOR DOUBLE SAWN JOISTS SHALL BE 16D NAILS AT 12" ON CENTER STAGGERED TOP AND BOTTOM. STITCH BOLTING FOR BUILT UP BEAMS (FOUR 2X MEMBERS MAXIMUM) SHALL BE 1/2" DIAMETER MACHINE BOLT AT 18" ON CENTER. STITCH BOLTING FOR FIVE 2X MEMBERS OR MORE SHALL BE 5/8" DIAMETER MACHINE BOLTS AT 18" ON CENTER STAGGERED TOP AND BOTTOM, UNLESS NOTED OTHERWISE. 22.STITCH NAIL DOUBLE STUDS A MINIMUM OF 16D NAILS AT 16" ON CENTER, UNLESS NOTED OTHERWISE. 23.ALL STUDDING SHALL BE CONTINUOUS BETWEEN POINTS OF LATERAL SUPPORT. 24.PROVIDE A MINIMUM OF A DOUBLE STUD UNDER 4X AND LARGER (OR BUILT-UP BEAMS) UNLESS NOTED OTHERWISE ON PLAN. 25.PRE-DRILL ALL LAG SCREW HOLES WITH DIAMETER (D) FOR UNTHREADED SHANK, 40% TO 70% OF D FOR THREADED PORTION. THE THREADED PORTION OF LAG SCREWS SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. PROVIDE SOAP OR LUBRICANT ON LAG SCREWS OR IN LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO LAG SCREWS OR WOOD SCREWS. 26.SEE SPECIAL INSPECTION NOTES FOR INSPECTION REQUIREMENTS. NAIL PROPERTIES SCHEDULE DESIGNATION LENGTH WIRE DIAMETER HEAD DIAMETER 6d 2"0.113"0.266" 8d 2 1/2"0.131"0.281" 10d 3"0.148"0.312" 12d 3 1/4"0.148"0.312" 16d 3 1/2"0.162"0.344" 20d 4"0.192"0.406" NOTE: 10d COMMON SHORT (2 1/8" LONG) MAY BE USED AT 1/2" AND THINNER PLYWOOD IN LIEU OF 10d COMMON (3") OR 8d COMMON (2 1/2" LONG). NAILING SHALL NOT BREAK THROUGH OUTER PLY OF PLYWOOD. IF PNEUMATIC GUNS ARE USED, THEY SHALL BE ADJUSTED TO SATISFY THE ABOVE CRITERIA. POST-INSTALLED ANCHORS: 1.POST INSTALLED ANCHOR NOTES IN THIS SECTION SHALL APPLY TO ALL ANCHORS (INCLUDING THREADED ROD OR REINFORCING BARS) INSTALLED INTO HARDENED CONCRETE OR MASONRY EXCEPT FOR POWDER DRIVEN FASTENERS, AS APPLICABLE, SEE POWDER DRIVEN FASTENER GENERAL NOTES FOR MORE INFORMATION. 2.INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE EVALUATION REPORT AND SHALL BE INSTALLED BY PERSONNEL TRAINED TO INSTALL THE TYPE OF POST-INSTALLED ANCHOR BEING INSTALLED. 3.LOCATE EXISTING REINFORCING BY NON-DESTRUCTIVE METHODS PRIOR TO DRILLING. EXISTING REINFORCING SHALL NOT BE CUT OR DAMAGED. 4.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'C = 2500 PSI, BE A MINIMUM OF 21 DAYS OLD AND HAVE A MINIMUM TEMPERATURE OF 50 DEGREES FAHRENHEIT WHEN DRILLING OCCURS. 5.HOLES FOR INSTALLATION OF THE POST-INSTALLED ANCHOR SHALL BE DRILLED USING A DRILL THAT HAS A CARBIDE-TIPPED BIT THAT COMPLIES WITH ANSI B212.15. A REBAR CUTTING DRILL BIT IS NOT ALLOWED. 6.CONTRACTOR SHALL USE APPROPRIATE EQUIPMENT AND METHODS AS REQUIRED TO PROVIDE DRILLED HOLES FOR POST-INSTALLED ANCHORS IN ACCORDANCE WITH APPLICABLE STANDARDS, MANUFACTURER'S RECOMMENDATIONS, AND QUALIFYING (ICC) TEST REPORTS. CARE SHALL BE TAKEN TO PREVENT OVERSIZING, OVALING, AND/OR BLOW-OUT THROUGH THE BACK FACE OF THE DRILLED MEMBER. IF OVERSIZING, OVALING, AND/OR BLOW-OUT OCCURS, THE EMPLOYED EQUIPMENT AND METHODS SHALL BE DISCONTINUED. ADDITIONAL DRILLING SHALL NOT BE RESUMED UNTIL THE SEOR HAS PROVIDED APPROVED REPAIR PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL SUCH REPAIRS. WHEN RESUMING DRILLING, THE CONTRACTOR SHALL MODIFY THE PROCEDURES AS NECESSARY TO PREVENT FURTHER DAMAGE. 7.HOLES SHALL BE CLEANED OF DUST AND DEBRIS, USING A WIRE BRUSH AND COMPRESSED AIR OR MANUFACTURER'S BLOW-OUT BULB (AS PER MANUFACTURER'S RECOMMENDATIONS) AS REQUIRED TO REMOVE PARTICULATE DEBRIS AND TO ACHIEVE A RELATIVELY DUST-FREE SURFACE. 8.OIL, SCALE, AND RUST SHALL BE REMOVED FROM THE POST-INSTALLED ANCHOR AND HOLES SHALL BE DRY, PRIOR TO INSTALLATION. 9.POST-INSTALLED EMBEDMENT DEPTHS NOTED ON THE PLANS OR DETAILS ARE NOMINAL (I.E. MEASURED FROM FACE OF CONCRETE OR MASONRY TO EMBEDDED TIP OF ANCHOR/REBAR). FOR CORRESPONDING HOLE DEPTH, REFER TO APPLICABLE EVALUATION REPORT. 10.ANCHORS IN APPROVED ADHESIVE ANCHOR SYSTEMS SHALL HAVE MINIMUM Fy = 36 KSI AND SHALL BE ZINC ELECTROPLATED OR HOT-DIP GALVANIZED AS REQUIRED PER ESR. 11.APPROVED ADHESIVE ANCHOR SYSTEMS AND EVALUATION REPORTS ARE AS FOLLOWS: A.CONCRETE: §HILTI HIT-RE 500 V3 ESR-3814 §HILTI HIT-HY 200 V3 ESR-4868 §DEWALT PURE 110+ESR-3298 §DEWALT AC200+ESR-4027 B.HORIZONTAL SLAB-ON-GRADE DOWELS: §HILTI HIT-RE 100 ESR-3829 §HILTI HIT-HY 100 ESR-3574 §DEWALT PURE 50+ESR-3576 §SIMPSON SET-XP ESR-2508 12.WHERE NOTED ON SPECIFIC DETAILS, INSTALLATION OF ADHESIVE ANCHORS SHALL BE BY PERSONNEL CERTIFIED BY AN APPLICABLE CERTIFICATION PROGRAM PER ACI 318 SECTION 17.8.2.2. CERTIFICATION SHALL INCLUDE WRITTEN AND PERFORMANCE TESTS IN ACCORDANCE WITH ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. CERTIFICATION DOCUMENTS SHALL BE SUBMITTED TO THE SEOR AND AHJ FOR REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION. 13.APPROVED EXPANSION ANCHORS AND EVALUATION REPORTS ARE AS FOLLOWS: A.CONCRETE NOT EXPOSED TO WEATHER: §HILTI KWIK BOLT-TZ2 ANCHORS ESR-4266 §DEWALT POWER-STUD+ SD2 ESR-2502 §SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE ANCHOR ESR-3037 B.CONCRETE EXPOSED TO WEATHER: §STAINLESS STEEL HILTI KWIK BOLT-TZ2 ANCHORS ESR-4266 §DEWALT POWER-STUD+ SD4 OR SD6 ESR-2502 §STAINLESS STEEL SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE ANCHOR ESR-3037 14.WHERE APPLICABLE, EXPANSION ANCHORS SHALL BE INSTALLED WITH THE MINIMUM TORQUE, USING A CALIBRATED TORQUE WRENCH. WEDGE OR SLEEVE TYPE ANCHORS MUST ATTAIN THE SPECIFIED TORQUE WITHIN ONE HALF TURN OF THE NUT, EXCEPT 1/4" AND 3/8” DIAMETER WEDGE OR SLEEVE TYPE ANCHORS MUST ATTAIN SPECIFIED TORQUE WITHIN ONE QUARTER TURN OF THE NUT. 15.INSTALLATION TORQUES FOR EXPANSION ANCHORS SHALL BE AS NOTED BELOW: 16.APPROVED SCREW ANCHORS AND EVALUATION REPORTS ARE AS FOLLOWS: A.CONCRETE: §HILTI KH-EZ OR KH-EZ P ANCHORS ESR-3027 §DEWALT SCREW-BOLT+ESR-3889 §DEWALT TAPPER+ESR-3068 §SIMPSON TITEN HD ESR-2713 §ITW RED HEAD TAPCON+ESR-3699 B.SOLID-GROUTED CONCRETE MASONRY (CMU): §HILTI KH-EZ OR KH-EZ P ANCHORS ESR-3056 §DEWALT SCREW-BOLT+ESR-4042 §DEWALT ULTRACON+ESR-3196 §SIMPSON TITEN HD ESR-1056 17.INSTALLATION TORQUES FOR SCREW ANCHORS SHALL BE AS NOTED BELOW:: 18.SEE SPECIAL INSPECTION AND TESTING NOTES FOR INSPECTION REQUIREMENTS. EXPANSION ANCHOR MAXIMUM INSTALLATION TORQUE LOADS IN CONCRETE (FT-LB) NOMINAL ANCHOR DIAMETER HILTI KWIK BOLT TZ2 DEWALT POWER STUD+ SD2, SD4, OR SD6 SIMPSON STRONG BOLT 2 1/4"4CS/6SS N/A 4 3/8"30 20 30 1/2"50CS/40SS 40 60 5/8"40CS/60SS 60 90CS/ 80 SS 3/4"110CS/125SS 110 150 1"185 N/A N/A SCREW ANCHOR MAXIMUM INSTALLATION TORQUE LOADS IN CONCRETE (FT-LB) NOMINAL ANCHOR DIAMETER HILTI KH-EZ OR KH-EZ P DEWALT SCREW BOLT+SIMPSON TITEN HD ITW RED HEAD TAPCON+ 1/4"18 19 AT 1 5/8” EMBED / 25 AT 2 1/2” EMBED 24 20 3/8" 40 (19 AT EMBED < 1 5/8") 25 AT 2” & 2 1/2” EMBED / 40 AT 3 1/4” EMBED 50 50 1/2"45 45 AT 2 1/2” & 3” EMBED / 60 AT 4 1/4” EMBED 65 70 5/8"85 60 100 N/A 3/4"95 70 150 N/A STRUCTURAL OBSERVATION: 1.THE STRUCTURAL ENGINEER OF RECORD (SEOR), OR HIS/HER DESIGNATED ENGINEER, SHALL PROVIDE VISUAL STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM, AS REQUIRED BY CBC SECTION 1704 AND AS DEFINED IN CBC SECTION 1702. WRITTEN REPORTS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE OR HIS DESIGNEE FOR DISTRIBUTION TO THE SPECIAL INSPECTOR, CONTRACTOR AND BUILDING OFFICIAL. 2.THE STRUCTURAL OBSERVER SHALL SUBMIT A WRITTEN STATEMENT TO THE GOVERNING AGENCY THAT THE SITE VISITS HAVE BEEN MADE. SUCH REPORTS SHALL IDENTIFY ANY OBSERVED DEFICIENCIES, WHICH TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE HAVE NOT BEEN RESOLVED. AT THE COMPLETION OF THE STRUCTURAL SYSTEM THE STRUCTURAL OBSERVER SHALL PROVIDE A FINAL OBSERVATION REPORT INDICATING THAT TO THE BEST OF HIS/HER KNOWLEDGE ALL OBSERVED DEFICIENCIES HAVE BEEN RESOLVED AND THE STRUCTURAL SYSTEM GENERALLY CONFORMS TO THE APPROVED PLANS AND SPECIFICATIONS. 3.STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF THE INSPECTIONS BY THE BUILDING OFFICIAL AS REQUIRED BY THE CALIFORNIA ADMINISTRATIVE CODE, SPECIAL INSPECTIONS REQUIRED BY CBC SECTION 1705, OR ANY OTHER INSPECTION REQUIRED BY OTHER SECTIONS OF THE CODE OR AS NOTED ELSEWHERE IN THE CONTRACT DOCUMENTS. THE STRUCTURAL OBSERVER DOES NOT HAVE THE AUTHORITY TO APPROVE COVERING OF CONSTRUCTION AND HIS/HER POSITIVE DISPOSITION OF THE OBSERVATION REPORT DOES NOT WARRANT THAT THE CONSTRUCTION WILL PASS THE BUILDING OFFICIAL'S INSPECTION. 4.STRUCTURAL OBSERVATION FOR THIS PROJECT SHALL BE PROVIDED BY MHP STRUCTURAL ENGINEERS, INC.; 3900 COVER STREET, LONG BEACH, CALIFORNIA, 90808; TELEPHONE (562) 985-3200; FAX (562) 985-1011. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION SCHEDULE AND SHALL NOTIFY THE STRUCTURAL OBSERVER NO LESS THAN THREE (3) BUSINESS DAYS IN ADVANCE OF REQUIRED OBSERVATIONS. FAILURE OF THE CONTRACTOR TO PROVIDE ADEQUATE NOTIFICATION MAY RESULT IN DELAYS DUE TO CORRECTIVE WORK OR REMOVAL OF SUBSEQUENT WORK TO ALLOW ADEQUATE OBSERVATION. REMOVAL AND REPLACEMENT OF ANY FINISHED WORK AND/OR FRAMING DAMAGED BY THE REMOVAL PROCESS OR AS REQUIRED FOR CORRECTIVE ACTION RESULTING FROM INADEQUATE NOTIFICATION SHALL BE AT THE CONTRACTOR'S EXPENSE. 6.THE STRUCTURAL OBSERVER SHALL AS A MINIMUM PERFORM STRUCTURAL OBSERVATION AT THE FOLLOWING STAGES OF CONSTRUCTION (CONSTRUCTION STAGES AND ELEMENTS/CONNECTIONS TO BE OBSERVED): A.CONCRETE & REINFORCING STEEL AFTER EXCAVATION OR FORMING AND PLACEMENT OF REINFORCING STEEL (INCLUDING POST-TENSIONING HARDWARE AND TENDONS), PRIOR TO CLOSING FORMS AND PLACEMENT OF CONCRETE, FOR FIRST SIGNIFICANT POUR OF STRUCTURAL WORK. B.STEEL FRAMING FOLLOWING ERECTION AND COMPLETION OF REPRESENTATIVE SAMPLING OF CONNECTIONS (INCLUDING GUSSET PLATES AND BRACES), PRIOR TO COVERING CONNECTIONS. C.WOOD SHEAR WALLS REPRESENTATIVE SAMPLING OF SHEAR PANEL NAILING AND ANCHORAGE SYSTEMS, PRIOR TO COVERING. D.FLOOR/ROOF DIAPHRAGMS REPRESENTATIVE SAMPLING OF CONNECTION OF DIAPHRAGM (i.e. NAILING, POWER-DRIVEN FASTENERS OR WELDS) TO THE FRAMING SYSTEM. E.ANCHORS (EPOXY AND/OR MECHANICAL) REPRESENTATIVE SAMPLING OF ANCHORS EMBEDDED IN CONCRETE AND/OR MASONRY, PRIOR TO COVERING. F.COMPLETION OF STRUCTURAL SYSTEM SPECIAL INSPECTIONS: 1.THE OWNER, OR THE OWNER'S AUTHORIZED AGENT (OTHER THAN THE CONTRACTOR AS APPLICABLE) SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS, INCLUDING AS APPLICABLE AN INSPECTOR OF RECORD (IOR), WHO SHALL PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION FOR CERTAIN TYPES OF WORK WHEN SO SPECIFIED IN THE CONTRACT DOCUMENTS AND PROJECT SPECIFICATIONS. WHERE AN IOR IS REQUIRED BY THE GOVERNING AGENCY, THE IOR MAY PERFORM SPECIAL INSPECTIONS IF THAT PERSON IS QUALIFIED PER THE GOVERNING AGENCY'S STANDARDS FOR THE SPECIAL INSPECTION REQUIRED. WHERE AN IOR IS NOT REQUIRED, THESE SPECIAL INSPECTIONS SHALL BE IN ADDITION TO AND COMPLEMENTARY WITH THE INSPECTIONS PROVIDED BY THE GOVERNING AGENCY. 2.THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON FROM AN APPROVED AGENCY CONFORMING TO ASTM C1077 WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING AGENCY, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE DESIGN DRAWINGS, SPECIFICATIONS AND APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE AND OTHER APPLICABLE REGULATIONS IDENTIFIED WITHIN THE CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION AND THEN, IF UNCORRECTED, TO THE ATTENTION OF THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING AGENCY. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE SPECIAL INSPECTOR AND SCHEDULE THE SPECIAL INSPECTIONS WITH ADEQUATE TIME TO ADDRESS ANY AND ALL POTENTIAL DISCREPANCIES PRIOR TO PROCEEDING WITH SUBSEQUENT WORK THAT COVERS OR OTHERWISE MAKES INACCESSIBLE ANY WORK IDENTIFIED AS DEVIATING FROM THE PROJECT REQUIREMENTS. 4.THE SPECIAL INSPECTOR SHALL FURNISH REGULAR INSPECTION REPORTS TO THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING AGENCY IDENTIFYING THE WORK INSPECTED AND ANY UNCORRECTED DISCREPANCIES FROM THE CONSTRUCTION DOCUMENTS. AT THE CONCLUSION OF THE PROJECT OR THE SPECIAL INSPECTORS ASSIGNED SCOPE OF WORK, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF HIS OR HER KNOWLEDGE, COMPLETED IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS (INCLUDING APPROVED RFI'S, ADDENDUMS, ETC.) AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE AND OTHER APPLICABLE REGULATIONS IDENTIFIED WITHIN THE CONSTRUCTION DOCUMENTS. 5.UNLESS NOTED OTHERWISE, SPECIAL INSPECTIONS INDICATED BELOW SHALL BE PROVIDED IN EITHER A CONTINUOUS OR PERIODIC CAPACITY, AS DEFINED BELOW, AS REQUIRED BY THE INDIVIDUAL CODE OR REFERENCED STANDARD. 6.CONTINUOUS - SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED. 7.PERIODIC - SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. FOR STRUCTURAL STEEL, PERIODIC INSPECTION IS FURTHER DEFINED SUCH THAT ITEMS ARE OBSERVED ON A RANDOM BASIS. 8.FOR STRUCTURAL STEEL WELDING AND BOLTING, SPECIAL INSPECTION SHALL BE PROVIDED IN EITHER AN OBSERVE OR PERFORM CAPACITY AS DEFINED BELOW: ·OBSERVE (O) - INSPECTOR SHALL OBSERVE THESE ITEMS ON A RANDOM BASIS ·PERFORM (P) - INSPECTOR SHALL OBSERVE OR PERFORM SPECIFIED TASK FOR EACH WELDED OR BOLTED JOINT OR MEMBER 9.QUALITY CONTROL (QC) INSPECTION TASKS SHALL BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QC INSPECTOR (QCI) AS INDICATED. QUALITY ASSURANCE (QA) INSPECTION TASKS SHALL BE PERFORMED BY THE QA INSPECTOR (QAI) AS INDICATED. WHEN A TASK IS INDICATED TO BE PERFORMED BY BOTH THE QAI AND QCI, COORDINATION IS PERMITTED SO THAT THE INSPECTION FUNCTIONS ARE PERFORMED BY ONLY ONE PARTY. WHEN THE QAI RELIES ON THE QCI, THE APPROVAL OF THE SEOR AND AGENCY HAVING JURISDICTION IS REQUIRED. 10.THE FOLLOWING CONSTRUCTION ELEMENTS AND MATERIALS SHALL BE INSPECTED AND EVALUATED BY A SPECIAL INSPECTOR IN ACCORDANCE WITH THE NOTED CBC SECTIONS AND REFERENCED STANDARDS, WHERE ELEMENTS AND MATERIALS ARE PRESENT ON THE PROJECT. SEE GENERAL NOTES FOR EACH MATERIAL FOR ADDITIONAL REQUIREMENTS, IN ADDITION TO TABLES AND NOTES BELOW: 914-918 N Bewley St5/8/2025 G-1.2 15 A0-3.1 12 Sim G-1.2 15 S-FPF N D N B S2.10 B S2.20 A S2.20 A S2.10 B S2.30 A S2.30 TRASH ENCLOSURE PER ARCH WD PROJ. #DRAWN BY:CHECKED DATE 23411 JA EG/SH WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: S2.00 REVISIONS: 02/19/25 SITE PLAN No.3503 L I GNE L S NO B A LAE A LI OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCTPRO G R E S S - NO T F O R P L A N REV I E W H: \ 2 0 2 3 \ 2 3 0 2 2 1 \ 3 _ D r a w i n g s \ D w g s - 0 0 \ 2 3 - 0 2 2 1 - 0 0 _ S 2 . 0 0 S I T E P L A N . d w g P L O T T E D B Y : Ch a n n o n S h i d a k i O N : Ma r c h 2 4 , 2 0 2 5 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 LONG BEACH • SAN DIEGO Project: LONG BEACH OFFICE 3900 Cover Street, Long Beach CA 90808 • 562.985.3200 S T R U C T U R A L E N G I N SREE 23-0221-00 02/19/251 DELTA 1 02/19/25CITY APPROVAL 03/24/252 DELTA 2 SCALE:S2.00 SITE PLAN A 1/16" = 1'-0" No.3503 L I GNE L S NO B A LAE A L I OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCT Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 03/24/25 914-918 N Bewley St5/8/2025 A5-1.6 1D 1C A5-1.61E A2 11' A2 7.5' A2 16.5' A2 5' A2 12.5' A2 11' 4 S4.30 4 S4.30 4 S4.30 4 S4.30 4 S4.30 4 S4.30 CONC SLAB-ON-GRADE PER PLAN NOTE 4x4 4x4 4x4 4x4 2 S4.30 3 S4.30 3 S4.30 A1 5' 4x4 4x4 18"Wx12"THK CONT CONC FTG W/ (3)-#4 CONT BARS, TYP 18"Wx12"THK CONT CONC FTG W/ (3)-#4 T&B 24"SQx12"THK CONC FTG W/ (4)-#4 BOT EA WAY 24"SQx12"THK CONC FTG W/ (4)-#4 BOT EA WAY 1 1 1 1 1 1 1 1 1 1 4x 1 0 RJ1 RJ1 2 S5.63 4 S5.63 2 S5.63 4 S5.63 3 S5.63 1 S5.63 4x 1 0 4x 1 0 4x 1 0 HD R HD R HD R HD R HDR HD R HD R 1 1 1 1 1 1 1 FOR WOOD BEAM TO ISOLATED WOOD POST, SEE 8 S5.50 2 WD PROJ. #DRAWN BY:CHECKED DATE 23411 JA EG/SH WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: S2.10 REVISIONS: 02/19/25 ADU FOUNDATION AND ROOF FRAMING PLAN No.3503 L I GNE L S NO B A LAE A LI OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCTPRO G R E S S - NO T F O R P L A N REV I E W H: \ 2 0 2 3 \ 2 3 0 2 2 1 \ 3 _ D r a w i n g s \ D w g s - 0 0 \ 2 3 - 0 2 2 1 - 0 0 _ S 2 . 1 0 A D U F O U N D A T I O N A N D R O O F F R A M I N G P L A N . d w g P L O T T E D B Y : Ch a n n o n S h i d a k i O N : Ma r c h 2 4 , 2 0 2 5 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 LONG BEACH • SAN DIEGO Project: LONG BEACH OFFICE 3900 Cover Street, Long Beach CA 90808 • 562.985.3200 S T R U C T U R A L E N G I N SREE 23-0221-00 02/19/251 DELTA 1 02/19/25CITY APPROVAL 03/24/252 DELTA 2 SCALE:S2.10 FOUNDATION PLAN A 1/2" = 1'-0"SCALE:S2.10 ROOF FRAMING PLAN B 1/2" = 1'-0" ROOF JOIST SCHEDULE JOIST MARK JOIST SIZE SPACING (UNO)NOTES RJ1 2x12 24"OC - RJ2 3x8 24"OC EXPOSED & PRESSURE TREATED 1 1 1.SEE GENERAL NOTES SHEET(S) FOR APPLICABLE NOTES, ABBREVIATIONS AND PLAN SYMBOLS LEGEND. SEE PLAN SHEET FOR LIST OF APPLICABLE TYPICAL DETAILS NOT CALLED OUT ON PLANS. 2.EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED AS EXISTING OR (E). NEW CONSTRUCTION IS SHOWN DARK AND IS SPECIFICALLY REFERENCED BY DETAILS AND NOTES. 3.EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. 4.PROVIDE OVER-EXCAVATION AND COMPACTED BACKFILL PER GEOTECHNICAL REPORT AND TYPICAL OVER-EXCAVATION AND COMPACTED BACKFILL REQUIREMENTS DETAIL. 5.SLEEVES ACROSS FOOTINGS SHOWN ON PLAN ARE FOR 2" DIAMETER AND GREATER PIPES/ CONDUITS. SEE MECHANICAL, ELECTRICAL AND/ OR PLUMBING DRAWINGS FOR SMALLER ELEMENTS REQUIRING SLEEVES. CONTRACTOR TO DETERMINE ACTUAL INVERT ELEVATION AND LOCATIONS OF SLEEVES. SEE TYPICAL PIPE/ CONDUIT SLEEVES ACROSS FOOTING DETAIL 4/S4.00. 6.UNLESS NOTED OTHERWISE ON PLAN OR DETAIL, CENTER LINE OF FOUNDATION ELEMENT SHALL MATCH WALL AND/OR COLUMN CENTER LINE. 7.FINISH FLOOR ELEVATION = PER ARCHITECT. 8.UNLESS NOTED OTHERWISE, SLAB-ON-GRADE SHALL BE 4" THICK, REINFORCED W/ #4 @ 18"OC EACH WAY, OVER SUB-BASE AND SUB-GRADE PREPARED PER TYPICAL SLAB-ON-GRADE UNDERLAYMENT DETAIL 5/S4.00 9.WHEN SLAB-ON-GRADE CONTROL JOINTS ARE NOT SHOWN ON PLAN, PROVIDE JOINTS PER TYPICAL SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS DETAIL 6/S4.00 10.SEE ARCHITECTURAL PLANS FOR CURBS, SLAB DEPRESSIONS AND SLOPES NOT SHOWN ON PLAN. 11.UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS SHALL BE FRAMED W/ 2X6 STUDS @ 16"OC. 12.SEE SHEET S5.55 FOR PLYWOOD SHEAR WALL ELEVATIONS. 13.JAMB POSTS PER 5/S5.50 OR 6/S5.50 ARE NOT SHOWN ON PLAN BUT SHALL BE INSTALLED PER THE DETAILS. 14.SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING WALL LOCATIONS AND DIMENSIONS NOT SHOWN ON PLAN. PLAN NOTES 1.SEE GENERAL NOTES SHEET(S) FOR APPLICABLE NOTES, ABBREVIATIONS AND PLAN SYMBOLS LEGEND. SEE PLAN SHEET FOR LIST OF APPLICABLE TYPICAL DETAILS NOT CALLED OUT ON PLANS. 2.EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED AS EXISTING OR (E). NEW CONSTRUCTION IS SHOWN DARK AND IS SPECIFICALLY REFERENCED BY DETAILS AND NOTES. 3.EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. 4.FINISH ROOF ELEVATIONS = PER ARCHITECT. 5.WHERE HEADERS ARE NOT CALLED OUT ON PLAN, SEE 5/S5.50 OR 6/S5.50 FOR SCHEDULE. 6.FOR FRAMING SPANS GREATER THAN 6'-0", PROVIDE WOOD BLOCKING AT THE LESSER OF MIDSPAN OR 8'-0"OC. INSTALL BLOCKING PER APPLICABLE TYPICAL DETAILS. 7.ALL FRAMING MEMBERS NOT OTHERWISE DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN GIRDERS OR OTHER SUPPORTS. 8.SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING WALL LOCATIONS, SOFFITS, FURRING AND DIMENSIONS NOT SHOWN ON PLAN. 9.UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE 15/32" STRUCT I PLYWOOD, BLOCKED, W/ 10D NAILS @ 6",6",12" (BN,EN,FN). 10.SEE ARCHITECTURAL PLANS FOR SLOPES NOT SHOWN ON PLAN. 11.AT DRAG BEAMS INDICATED ON PLAN, PROVIDE BOUNDARY NAILING ALONG FULL LENGTH OF DRAG BEAM. 12.AT SEISMIC/ WIND DRAG STRAP, WHERE INDICATED ON PLAN, SEE TYPICAL DRAG DETAIL 5/S5.55 FOR STRAP CONFIGURATION. PROVIDE BN NAILING ALONG MEMBERS CONNECTED WITH STRAP, INCLUDING BLOCKING. WHERE STRAP OCCURS ABOVE PLYWOOD, STRAP NAILING MAY TAKE THE PLACE OF PLYWOOD BN NAILING. 13.SEE SHEET S5.55 FOR TYPICAL SHEAR WALL ELEVATIONS, SCHEDULES, AND DETAILS. 14.DO NOT CUT ANY NEW OPENINGS OR ENLARGE ANY EXISTING OPENINGS IN THE ROOF (FOR DUCTS, PIPES, ETC.) UNLESS SPECIFICALLY SHOWN ON THESE STRUCTURAL DRAWINGS. FRAMING PLAN NOTES LIST OF APPLICABLE TYPICAL CONCRETE DETAILS DESCRIPTION DETAIL SHEET TYPICAL REINFORCING HOOKS 1 S4.00 TYPICAL REINFORCING BAR DEVELOPMENT AND LAP SPLICE SCHED 2 S4.00 WALL AND FOOTING REINFORCING AT CORNER AND INTERSECTION 3 S4.00 TYPICAL PIPE / CONDUIT SLEEVES ACROSS FOOTINGS 4 S4.00 TYPICAL SLAB-ON-GRADE UNDERLAYMENT 5 S4.00 TYPICAL SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS 6 S4.00 LIST OF APPLICABLE TYPICAL WOOD FRAMING DETAILS DESCRIPTION DETAIL SHEET TYPICAL WOOD FASTENING SCHEDULE A S5.50 TYPICAL WOOD POST IN STUD WALL 1A S5.50 TYPICAL WOOD POST IN SHORT STUD WALL 1B S5.50 TYPICAL ISOLATED WOOD POST BASE 2 S5.50 TYPICAL CORNERS AND INTERSECTIONS AT NON-SHEAR WALLS 3 S5.50 TYPICAL HOLES AND NOTCHES IN WOOD 4 S5.50 TYPICAL OPENING IN INTERIOR WOOD STUD WALL 5 S5.50 TYPICAL OPENING IN EXTERIOR WOOD STUD WALL 6 S5.50 TYPICAL INTERIOR NON-BEARING WOOD STUD PARTITION AT JOIST 7 S5.50 TYPICAL WOOD BEAM TO ISOLATED WOOD POST 8 S5.50 TYPICAL WOOD STUD WALL BLOCKING / BACKING 9 S5.50 TYPICAL HORIZONTAL FRAMING AT OPENING (4'-0" MAX)10 S5.50 TYPICAL JOIST TO WOOD BEAM CONNECTION 11 S5.50 TYPICAL SHEAR WALL ELEVATION, SCHEDULE AND NOTES A S5.55 TYPICAL SHEAR TRANSFER OPTIONS 1 S5.55 TYPICAL DOUBLE TOP PLATE SPLICE SCHEDULE 2 S5.55 TYPICAL CORNERS AND INTERSECTIONS IN SHEAR WALLS 3 S5.55 TYPICAL HOLDOWN ANCHOR AT CONCRETE 4 S5.55 TYPICAL DRAG STRAPS 5 S5.55 1 1 No.3503 L I GNE L S NO B A LAE A L I OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCT Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 03/24/25 914-918 N Bewley St5/8/2025 DN CONC PAVERS PER ARCH (E) CONC FTG PT 4 x 4 1'-6"SQ x12"THK FTG W/ (3)-#4 EA WAY BOT, TYP (4 LOCS) 1 S4.30TYP (E) WOOD SHEAR WALL PT 4 x 4 PT 4 x 4 PT 4 x 4 9'-0" MAX 9'-0" MAX 9'-0" MAX 1 4x10 7 S5.63 TYP RJ 2 8 S5.63 TYP SIMPSON DTT1Z SIMPSON DTT1Z 4x 1 0 4x 1 0 4x104x10 WD PROJ. #DRAWN BY:CHECKED DATE 23411 JA EG/SH WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: S2.20 REVISIONS: 02/19/25 CANOPY FOUNDATION AND ROOF FRAMING PLAN No.3503 L I GNE L S NO B A LAE A LI OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCTPRO G R E S S - NO T F O R P L A N REV I E W H: \ 2 0 2 3 \ 2 3 0 2 2 1 \ 3 _ D r a w i n g s \ D w g s - 0 0 \ 2 3 - 0 2 2 1 - 0 0 _ S 2 . 2 0 C A N O P Y F O U N D A T I O N A N D R O O F F R A M I N G P L A N . d w g P L O T T E D B Y : Ch a n n o n S h i d a k i O N : Ma r c h 2 4 , 2 0 2 5 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 LONG BEACH • SAN DIEGO Project: LONG BEACH OFFICE 3900 Cover Street, Long Beach CA 90808 • 562.985.3200 S T R U C T U R A L E N G I N SREE 23-0221-00 02/19/251 DELTA 1 02/19/25CITY APPROVAL 03/24/252 DELTA 2 SCALE:S2.20 CANOPY FOUNDATION PLAN A 1/2" = 1'-0" SCALE:S2.20 CANOPY ROOF FRAMING PLAN B 1/2" = 1'-0" ROOF JOIST SCHEDULE JOIST MARK JOIST SIZE SPACING (UNO)NOTES RJ1 2x12 24"OC - RJ2 3x8 24"OC EXPOSED & PRESSURE TREATED 1 1 1.SEE GENERAL NOTES SHEET(S) FOR APPLICABLE NOTES, ABBREVIATIONS AND PLAN SYMBOLS LEGEND. SEE PLAN SHEET FOR LIST OF APPLICABLE TYPICAL DETAILS NOT CALLED OUT ON PLANS. 2.EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED AS EXISTING OR (E). NEW CONSTRUCTION IS SHOWN DARK AND IS SPECIFICALLY REFERENCED BY DETAILS AND NOTES. 3.EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. 4.PROVIDE OVER-EXCAVATION AND COMPACTED BACKFILL PER GEOTECHNICAL REPORT AND TYPICAL OVER-EXCAVATION AND COMPACTED BACKFILL REQUIREMENTS DETAIL. 5.SLEEVES ACROSS FOOTINGS SHOWN ON PLAN ARE FOR 2" DIAMETER AND GREATER PIPES/ CONDUITS. SEE MECHANICAL, ELECTRICAL AND/ OR PLUMBING DRAWINGS FOR SMALLER ELEMENTS REQUIRING SLEEVES. CONTRACTOR TO DETERMINE ACTUAL INVERT ELEVATION AND LOCATIONS OF SLEEVES. SEE TYPICAL PIPE/ CONDUIT SLEEVES ACROSS FOOTING DETAIL 4/S4.00. 6.UNLESS NOTED OTHERWISE ON PLAN OR DETAIL, CENTER LINE OF FOUNDATION ELEMENT SHALL MATCH WALL AND/OR COLUMN CENTER LINE. 7.FINISH FLOOR ELEVATION = PER ARCHITECT. 8.UNLESS NOTED OTHERWISE, SLAB-ON-GRADE SHALL BE 4" THICK, REINFORCED W/ #4 @ 18"OC EACH WAY, OVER SUB-BASE AND SUB-GRADE PREPARED PER TYPICAL SLAB-ON-GRADE UNDERLAYMENT DETAIL 5/S4.00 9.WHEN SLAB-ON-GRADE CONTROL JOINTS ARE NOT SHOWN ON PLAN, PROVIDE JOINTS PER TYPICAL SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS DETAIL 6/S4.00 10.SEE ARCHITECTURAL PLANS FOR CURBS, SLAB DEPRESSIONS AND SLOPES NOT SHOWN ON PLAN. 11.UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS SHALL BE FRAMED W/ 2X6 STUDS @ 16"OC. 12.SEE SHEET S5.55 FOR PLYWOOD SHEAR WALL ELEVATIONS. 13.JAMB POSTS PER 5/S5.50 OR 6/S5.50 ARE NOT SHOWN ON PLAN BUT SHALL BE INSTALLED PER THE DETAILS. 14.SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING WALL LOCATIONS AND DIMENSIONS NOT SHOWN ON PLAN. PLAN NOTES 1.SEE GENERAL NOTES SHEET(S) FOR APPLICABLE NOTES, ABBREVIATIONS AND PLAN SYMBOLS LEGEND. SEE PLAN SHEET FOR LIST OF APPLICABLE TYPICAL DETAILS NOT CALLED OUT ON PLANS. 2.EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED AS EXISTING OR (E). NEW CONSTRUCTION IS SHOWN DARK AND IS SPECIFICALLY REFERENCED BY DETAILS AND NOTES. 3.EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. 4.FINISH ROOF ELEVATIONS = PER ARCHITECT. 5.WHERE HEADERS ARE NOT CALLED OUT ON PLAN, SEE 5/S5.50 OR 6/S5.50 FOR SCHEDULE. 6.FOR FRAMING SPANS GREATER THAN 6'-0", PROVIDE WOOD BLOCKING AT THE LESSER OF MIDSPAN OR 8'-0"OC. INSTALL BLOCKING PER APPLICABLE TYPICAL DETAILS. 7.ALL FRAMING MEMBERS NOT OTHERWISE DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN GIRDERS OR OTHER SUPPORTS. 8.SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING WALL LOCATIONS, SOFFITS, FURRING AND DIMENSIONS NOT SHOWN ON PLAN. 9.UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE 15/32" STRUCT I PLYWOOD, BLOCKED, W/ 10D NAILS @ 6",6",12" (BN,EN,FN). 10.SEE ARCHITECTURAL PLANS FOR SLOPES NOT SHOWN ON PLAN. 11.AT DRAG BEAMS INDICATED ON PLAN, PROVIDE BOUNDARY NAILING ALONG FULL LENGTH OF DRAG BEAM. 12.AT SEISMIC/ WIND DRAG STRAP, WHERE INDICATED ON PLAN, SEE TYPICAL DRAG DETAIL 5/S5.55 FOR STRAP CONFIGURATION. PROVIDE BN NAILING ALONG MEMBERS CONNECTED WITH STRAP, INCLUDING BLOCKING. WHERE STRAP OCCURS ABOVE PLYWOOD, STRAP NAILING MAY TAKE THE PLACE OF PLYWOOD BN NAILING. 13.SEE SHEET S5.55 FOR TYPICAL SHEAR WALL ELEVATIONS, SCHEDULES, AND DETAILS. 14.DO NOT CUT ANY NEW OPENINGS OR ENLARGE ANY EXISTING OPENINGS IN THE ROOF (FOR DUCTS, PIPES, ETC.) UNLESS SPECIFICALLY SHOWN ON THESE STRUCTURAL DRAWINGS. FRAMING PLAN NOTES No.3503 L I GNE L S NO B A LAE A L I OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCT Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 03/24/25 914-918 N Bewley St5/8/2025 DN 3 S3.70 TREX DECKING PER ARCH OVER JOISTS, TYP (E) CONT FTG, TYP (E) CONT FTG, TYP UP ACCESS HATCH PER ARCH 4x8 4x 8 4x8 4x 8 4x8 4x8 4x8 4x8 4x8 (2)-1 3/4x7 1/4 LVL 4x8 4x8 4x8 4x 8 4x 8 4x 8 (2)-2x8 (2)-2x8 (2 ) - 2 x 8 (2 ) - 2 x 8 2x 8 F J @ 1 6 " O C 2x8 FJ @ 16"OC VERIFY OR PROVIDE 4x MIN POST. ATTACH HANGER TO POST SIMPSON HUC HANGER 5 S5.63 6 S5.63 (3)-1 3/4x7 1/4 LVL 2x 8 F J @ 1 6 " O C 6 S5.63 TYP 1 S4.30TYP 5 S5.63 TYP SIMPSON HUC HANGER VERIFY OR PROVIDE 4x MIN POST. ATTACH HANGER TO POST, TYP EA END OF BEAM SIMPSON HUC HANGER 4x8 MIN LEDGER W/ (2)-SDS1/4x5 @ 12"OC, TYP. REFER TO ARCH FOR DETAIL 1'-6"SQx12"THK W/ (3)-#4 EA WAY BOT, TYP 1 3/4x7 1/4 LVL FJ @ 16"OC 1'-6"Wx1'-6"THK W/ (2)-#4 LONG BARS T&B & #4 TRANS BARS @ 12"OC T&B HS S 1 2 x 4 x 1 / 4 ST A I R S T R I N G E R HS S 1 2 x 4 x 1 / 4 ST A I R S T R I N G E R WOOD STRINGER PER 11 S5.63 (2)-1 3/4x7 1/4 LVL 1'-6"Wx1'-6"THK W/ (2)-#4 LONG BARS T&B & #4 TRANS BARS @ 12"OC T&B 10 S5.63 11 S5.63 10 S5.63 11 S5.63 WOOD STRINGER PER 11 S5.63 9 S5.63 TYP 4x8 4x8 4x8 4x8 4x 8 4x 8 2x 8 F J @ 1 6 " O C 10 S5.63 11 S5.63 2x8 FJ @ 16"OC 4x8 10 S5.63 11 S5.63 2x8 FJ @ 16"OC 2x8 FJ @ 16"OC SIMPSON HUC HANGER SIMPSON HUC HANGER SIMPSON HUC HANGER, TYP EA END WOOD STRINGER PER 11 S5.63 1'-6"Wx1'-6"THK W/ (2)-#4 LONG BARS T&B & #4 TRANS BARS @ 12"OC T&B 1'-6"Wx1'-6"THK W/ (2)-#4 LONG BARS T&B & #4 TRANS BARS @ 12"OC T&B WOOD STRINGER PER 11 S5.63 1 S4.30TYP 4x4 TYP 4x4TYP 6 S3.70 VERIFY OR PROVIDE (2)-2x STUDS MIN EA END OF (E) HDR VERIFY OR PROVIDE (2)-2x STUDS MIN AT EA END OF BEAM, SEE DETAIL 4 S3.70 (E) COLUMNS & FTG TO REMAIN HSS 4 x 4 x 1 / 4 UP HS S 1 2 x 4 x 1 / 4 ST A I R S T R I N G E R HS S 1 2 x 4 x 1 / 4 ST A I R S T R I N G E R 3 S3.70 VERIFY OR PROVIDE (2)-2x STUDS MIN EA END OF (E) HDR VERIFY OR PROVIDE (2)-2x STUDS MIN AT EA END OF BEAM, SEE DETAIL 4 S3.70 2'-6"SQx1'-0"THK CONC FTG W/ (5)-#4 EA WAY BOT HSS 4 x 4 x 1 / 4 2'-6"SQx1'-0"THK CONC FTG W/ (5)-#4 EA WAY BOT 6 S3.70 SIMPSON HUC HANGER 2'-0" WIDE x 1'-6" THK CONC FTG W/ (4)-#4 LONG & #4 TRANS BARS @ 12"OC, TYP 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 (E) 2x6, TYP (E) 2x DECKING (E) STEEL BEAM (E) 6x8 HDR (VERIFY SIZE IN FIELD) (E) 6x8 HDR (VERIFY SIZE IN FIELD) (E) 2x6, TYP (E) 2x DECKING (E) 6x8 HDR (VERIFY SIZE IN FIELD) (E) STEEL BEAM (E) 2x6, TYP 4x KING POST EA END OF BEAM, SEE DETAIL 4 S3.70 NOTE: EXISTING BALCONY FRAMING, INCLUDING FRAMING NOT SPECIFICALLY CALLED OUT ON PLAN, TO REMAIN PER ARCH. CONTRACTOR TO TEMPORARILY SHORE AND SUPPORT ALL BALCONY FRAMING DURING CONSTRUCTION OF NEW LANDING AND STAIR TO ENSURE FRAMING REMAINS INTACT AND UNCOMPROMISED. 2x 8 @ 1 6 " O C HSS BEAM TO HSS COL PER 7 S3.70 HSS12x4x1/4 2x 8 @ 1 6 " O C HSS12x4x1/4 6x8 HS S 1 2 x 4 x 1 / 4 ST A I R S T R I N G E R HSS BEAM TO HSS COL PER 7 S3.70 4x KING POST EA END OF BEAM, SEE DETAIL 4 S3.70 ST A I R S T R I N G E R HS S 1 2 x 4 x 1 / 4 HS S 1 2 x 4 x 1 / 4 ST A I R S T R I N G E R HS S 1 2 x 4 x 1 / 4 ST A I R S T R I N G E R 6x8 2 S3.70 1 S3.70 12 S5.63 2 S3.70 1 S3.70 12 S5.63 AT GUARDRAIL TO (E) FRAMING, SEE 13 S5.63 TYP SIMPSON HUC HANGER, TYP EA END TO WOOD POST SIMPSON HUC HANGER, TYP EA END TO WOOD POST 2 2 2 2 WD PROJ. #DRAWN BY:CHECKED DATE 23411 JA EG/SH WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: S2.30 REVISIONS: 02/19/25 STAIR FOUNDATION AND FRAMING PLAN No.3503 L I GNE L S NO B A LAE A LI OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCTPRO G R E S S - NO T F O R P L A N REV I E W H: \ 2 0 2 3 \ 2 3 0 2 2 1 \ 3 _ D r a w i n g s \ D w g s - 0 0 \ 2 3 - 0 2 2 1 - 0 0 _ S 2 . 3 0 S T A I R F O U N D A T I O N A N D F R A M I N G P L A N . d w g P L O T T E D B Y : Ch a n n o n S h i d a k i O N : Ma r c h 2 4 , 2 0 2 5 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 LONG BEACH • SAN DIEGO Project: LONG BEACH OFFICE 3900 Cover Street, Long Beach CA 90808 • 562.985.3200 S T R U C T U R A L E N G I N SREE 23-0221-00 02/19/251 DELTA 1 02/19/25CITY APPROVAL 03/24/252 DELTA 2 SCALE:S2.30 STAIR FOUNDATION PLAN A 1/4" = 1'-0"SCALE:S2.30 STAIR FRAMING PLAN B 1/4" = 1'-0" 1.SEE GENERAL NOTES SHEET(S) FOR APPLICABLE NOTES, ABBREVIATIONS AND PLAN SYMBOLS LEGEND. SEE PLAN SHEET FOR LIST OF APPLICABLE TYPICAL DETAILS NOT CALLED OUT ON PLANS. 2.EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED AS EXISTING OR (E). NEW CONSTRUCTION IS SHOWN DARK AND IS SPECIFICALLY REFERENCED BY DETAILS AND NOTES. 3.EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. 4.PROVIDE OVER-EXCAVATION AND COMPACTED BACKFILL PER GEOTECHNICAL REPORT AND TYPICAL OVER-EXCAVATION AND COMPACTED BACKFILL REQUIREMENTS DETAIL. 5.SLEEVES ACROSS FOOTINGS SHOWN ON PLAN ARE FOR 2" DIAMETER AND GREATER PIPES/ CONDUITS. SEE MECHANICAL, ELECTRICAL AND/ OR PLUMBING DRAWINGS FOR SMALLER ELEMENTS REQUIRING SLEEVES. CONTRACTOR TO DETERMINE ACTUAL INVERT ELEVATION AND LOCATIONS OF SLEEVES. SEE TYPICAL PIPE/ CONDUIT SLEEVES ACROSS FOOTING DETAIL 4/S4.00. 6.UNLESS NOTED OTHERWISE ON PLAN OR DETAIL, CENTER LINE OF FOUNDATION ELEMENT SHALL MATCH WALL AND/OR COLUMN CENTER LINE. 7.FINISH FLOOR ELEVATION = PER ARCHITECT. 8.UNLESS NOTED OTHERWISE, SLAB-ON-GRADE SHALL BE 4" THICK, REINFORCED W/ #4 @ 18"OC EACH WAY, OVER SUB-BASE AND SUB-GRADE PREPARED PER TYPICAL SLAB-ON-GRADE UNDERLAYMENT DETAIL 5/S4.00 9.WHEN SLAB-ON-GRADE CONTROL JOINTS ARE NOT SHOWN ON PLAN, PROVIDE JOINTS PER TYPICAL SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS DETAIL 6/S4.00 10.SEE ARCHITECTURAL PLANS FOR CURBS, SLAB DEPRESSIONS AND SLOPES NOT SHOWN ON PLAN. 11.UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS SHALL BE FRAMED W/ 2X6 STUDS @ 16"OC. 12.SEE SHEET S5.55 FOR PLYWOOD SHEAR WALL ELEVATIONS. 13.JAMB POSTS PER 5/S5.50 OR 6/S5.50 ARE NOT SHOWN ON PLAN BUT SHALL BE INSTALLED PER THE DETAILS. 14.SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING WALL LOCATIONS AND DIMENSIONS NOT SHOWN ON PLAN. PLAN NOTES 1.SEE GENERAL NOTES SHEET(S) FOR APPLICABLE NOTES, ABBREVIATIONS AND PLAN SYMBOLS LEGEND. SEE PLAN SHEET FOR LIST OF APPLICABLE TYPICAL DETAILS NOT CALLED OUT ON PLANS. 2.EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED AS EXISTING OR (E). NEW CONSTRUCTION IS SHOWN DARK AND IS SPECIFICALLY REFERENCED BY DETAILS AND NOTES. 3.EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. 4.FINISH FLOOR ELEVATION = PER ARCHITECT. 5.UNLESS NOTED OTHERWISE, TOP OF PLYWOOD FLOOR SHEATHING SHALL BE 1 1/2" BELOW FINISHED FLOOR ELEVATION. 6.WHERE HEADERS ARE NOT CALLED OUT ON PLAN, SEE 5/S5.50 OR 6/S5.50 FOR SCHEDULE. 7.JAMB POSTS PER 5/S5.50 OR 6/S5.50 ARE NOT SHOWN ON PLAN BUT SHALL BE INSTALLED PER THE DETAILS. 8.FOR FRAMING SPANS GREATER THAN 6'-0", PROVIDE WOOD BLOCKING AT THE LESSER OF MIDSPAN OR 8'-0"OC. INSTALL BLOCKING PER APPLICABLE TYPICAL DETAILS. 9.ALL FRAMING MEMBERS NOT OTHERWISE DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN GIRDERS OR OTHER SUPPORTS. 10.UNLESS NOTED OTHERWISE, FLOOR SHEATHING SHALL BE 3/4" STRUCT I PLYWOOD, BLOCKED, W/ 10D NAILS @ 6",6",12" (BN,EN,FN). 11.PROVIDE CONSTRUCTION GLUE BETWEEN ALL FLOOR SHEATHING AND BEAMS AND JOISTS. 12.SEE ARCHITECTURAL PLANS FOR CURBS, FLOOR DEPRESSIONS AND SLOPES NOT SHOWN ON PLAN. 13.AT DRAG BEAMS INDICATED ON PLAN, PROVIDE BOUNDARY NAILING ALONG FULL LENGTH OF DRAG BEAM. 14.AT SEISMIC/ WIND DRAG STRAP, WHERE INDICATED ON PLAN, SEE TYPICAL DRAG DETAIL 5/S5.55 FOR STRAP CONFIGURATION. PROVIDE BN NAILING ALONG MEMBERS CONNECTED WITH STRAP, INCLUDING BLOCKING. WHERE STRAP OCCURS ABOVE PLYWOOD, STRAP NAILING MAY TAKE THE PLACE OF PLYWOOD BN NAILING. 15.UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS SHALL BE FRAMED W/ 2X6 STUDS @ 16"OC. 16.SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING WALL LOCATIONS, SOFFITS, FURRING AND DIMENSIONS NOT SHOWN ON PLAN. 17.SEE SHEET S5.55 FOR TYPICAL SHEAR WALL ELEVATIONS, SCHEDULES AND DETAILS. 18.SEE A/S5.55 AND 4/S5.55 FOR HOLDDOWNS AT EACH END OF SHEAR WALLS. ADDITIONAL HOLDDOWNS ARE INDICATED ON PLAN WHERE THEY OCCUR. 19.DO NOT CUT ANY NEW OPENINGS OR ENLARGE ANY EXISTING OPENINGS IN THE FLOOR (FOR DUCTS, PIPES, ETC.) UNLESS SPECIFICALLY SHOWN ON THESE STRUCTURAL DRAWINGS. FRAMING PLAN NOTES Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 03/24/25 914-918 N Bewley St5/8/2025 SCALE:S3.70 CONCRETE FILLED STEEL STAIR TREADS 8 NONE 2" CONC FILL W/ WWF 4x4-W4xW4 12GA MIN STEEL TREAD PL & RISER PL, TYP NOSING FILLER PER ARCH L2x2x1/4 x0'-6" LONG ANGLE SUPPORT PER ARCH 11" MIN TYP PE R A R C H 7" M A X T Y P 1" TYP 1" TYP 1/8 RISER TO STRINGER, TYP 1/8 2-12 RISER TO TREAD, TYP 2-12 1/8 2-12 TREAD TO RISER, TYP 3/16 ANGLE TO TREAD, TYP 3/16 1 1/2 ANGLE TO STRINGER, TYP TREAD TO RISER, TYP NOTE: SEE ARCHITECTURAL DRAWINGS FOR BALANCE OF INFO NOT SHOWN. STRINGER PER PLAN 1 SCALE:S3.70 SECTION 7 1" = 1'-0" HSS BEAM PER PLAN HSS COL PER PLAN ELEVATION 3/16 3/16 (3/16) (3/16) NOTE: GRIND SMOOTH ALL EXPOSED WELDS. BEAM CONNECTION SCHEDULE BEAM SIZE (Wx,Cx,MCx, OR HSSx) NUMBER & SIZE OF A325 BOLTS SHEAR PL THICKNESS L EDGE DISTANCE SHEAR PL WELD SIZE W8x, W10x, HSS8x, HSS10x (2)-1"Ø 1/4"1 1/2"1/4" W12x, C12x, MC12x, HSS12x (3)-1"Ø 5/16"1 1/2"1/4" SCALE:S3.70 TYPICAL BEAM CONNECTION SCHEDULE 5 NONE FT G D E P T H P E R P L A N PER PLAN 3" CL R 8" M I N EM B E D AISC MIN AA HSS OR PIPE COL PER PLAN 3/4"Ø HEADED ANCHOR BOLTS PER SECTION A-A, TYP UNO FOOTING REINF PER PLAN L 1 1 / 2 " TY P W 1 1/2" TYP L 1 1 / 2 " TY P W 1 1/2" TYP L 1 1 / 2 " W 1/ 2 " 1/ 2 " TY P 3" 3" PLAN VIEW A-A BASEPLATE TYPE A PLAN VIEW A-A BASEPLATE TYPE B PLAN VIEW A-A BASEPLATE TYPE C 1 1/2" NOTE: SEE PLAN FOR BASE PLATE SIZE, THICKNESS AND TYPE. SCALE:S3.70 INTERIOR HSS OR PIPE COLUMN TO FOOTING 6 NONE LEVELING NUT, TYP 3" CLR TYPB/O FTG ELEV PER PLAN 1 1/2" NON SHRINK GROUT 1' - 6 " M I N SCALE:S3.70 SECTION 1 1" = 1'-0" HSS2x2x1/4 @ 4'-0"OC MAX (3'-6" MAX HEIGHT) GUARDRAIL. SEE ARCH FOR LOCS STAIR TREADS & ATTACHMENT PER ARCH STRINGER PER PLAN, TYP SCALE:S3.70 SECTION 2 1" = 1'-0" DECKING PER ARCH JOISTS PER PLAN SIMPSON LUS HANGER HSS BEAM PER PLAN W/ 2x NAILER TO MATCH JOIST DEPTH & 5/8"Ø WELDED THREADED STUD @ 24"OC, STAGG SHEAR PL EA SIDE OF BEAM 1/2" MAX L PER SCHED L PER SCHED 3" TY P L P E R SC H E D TY P PER SCHED HSS STRINGER PER PLAN SCALE:S3.70 SECTION 3 1" = 1'-0" PER PLAN PE R P L A N 1' - 6 " M I N 3" CLR TYP 3" CL R 1' - 0 " MI N EDGE OF CONC FTG PER PLAN 7"9" 1/ 2 " HSS STRINGER PER PLAN CAP PL1/4 (WELD ALL AROUND) PLAN VIEW SECTION A-A AA B B 1 1 / 2 " 1 1 / 2 " (3/16) BASE PL1/2 THK W/ (2)-3/4"Ø ANCHOR RODS (8" EMBED) IN LONG SLOTTED HOLES BASE PL CONC FTG PER PLAN SECTION B-B 8" EM B E D SCALE:S3.70 SECTION 4 1" = 1'-0" (1/8) CAP PL1/4 POST PER PLAN 1 1/2"1 1/2" A A 2" 3" 1 1 / 2 " HSS BEAM PER PLAN SECTION A-A 3/16 3/16 BENT PL1/4 W/ (2)-1/4"Ø THRU-BOLTS 1'-4" 2" TY P PROVIDE FULL HT 2x STUD EA SIDE OF HSS BEAM/POST 1/8 TYP FINISH GRADE OR CONCRETE PAVING BY OTHERS 3" MIN CONC COVER FIN GRADE EL= PER ARCH T/O DECKING DECK 1 1 1 1 1 1 1 1 1 (E) COL WHERE OCCURS (SHORE (E) UPPER FLOOR AS REQD) 5/16 (E) STL COL TO STRINGER (E) COL WHERE OCCURS (SHORE (E) UPPER FLOOR AS REQD) 2 2 WD PROJ. #DRAWN BY:CHECKED DATE 23411 JA EG/SH WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: S3.70 REVISIONS: 02/19/25 STAIR SECTIONS AND DETAILS No.3503 L I GNE L S NO B A LAE A LI OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCTPRO G R E S S - NO T F O R P L A N REV I E W H: \ 2 0 2 3 \ 2 3 0 2 2 1 \ 3 _ D r a w i n g s \ D w g s - 0 0 \ 2 3 - 0 2 2 1 - 0 0 _ S 3 . 7 0 S T A I R S E C T I O N S A N D D E T A I L S . d w g P L O T T E D B Y : Ch a n n o n S h i d a k i O N : Ma r c h 2 4 , 2 0 2 5 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 LONG BEACH • SAN DIEGO Project: LONG BEACH OFFICE 3900 Cover Street, Long Beach CA 90808 • 562.985.3200 S T R U C T U R A L E N G I N SREE 23-0221-00 02/19/251 DELTA 1 02/19/25CITY APPROVAL 03/24/252 DELTA 2 No.3503 L I GNE L S NO B A LAE A L I OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCT Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 03/24/25 914-918 N Bewley St5/8/2025 REINFORCING SIZE & SPACING PER PLAN CONCRETE SLAB ON GRADE PER PLAN CRUSHED ROCK SUB-BASE 15 MIL VAPOR RETARDER WHERE OCCURS UNDISTURBED SOIL EQ C L R , AT 4 " T O 5 " SO G U N O ON P L A N TOP OF SUB-GRADE PE R PL A N 4" 12 " SCALE:S4.00 TYPICAL SLAB-ON-GRADE UNDERLAYMENT 5 NONE 2" C L R , AT 6 " & TH I C K E R SO G U N O ON P L A N 1 BAR SIZE #3 #4 #5 D 1 1/2" 2" 2 1/2" HO O K D E V E L O P M E N T LE N G T H ( l d h ) PE R D E T A I L d (BAR Ø) d (BAR Ø) 6d (3" M I N ) 6d (3" MIN) ALT BEND, TYP D d (BAR Ø) 6d (3" M I N ) D D D D 135° STIRRUPS & TIES 90° & 180° STANDARD HOOKS 90° & 135° CROSS-TIE HOOKS TYPICAL REINFORCING STIRRUPS, TIES AND CROSS-TIES BAR SIZE #3 #4 #5 #6 #7 #8 D 2 1/4" 3" 3 3/4" 4 1/2" 5 1/4" 6" NOTE: UNLESS OTHERWISE DIMENSIONED OR NOTED ON PLAN OR DETAIL, EVERY BAR SHOWN OR NOTED AS HOOKED (INCLUDING STIRRUPS, TIES OR CROSSTIES) SHALL HAVE HOOKS PER THIS DETAIL. TYPICAL REINFORCING TIES, STIRRUPS & CROSSTIES 12d #10 10 1/4" #11 11 1/4" #14 17" #18 22 1/4" #9 9" BAR SIZE D 4d (2 1 / 2 " MI N ) ALL GRADES OF STEEL D = INSIDE BEND DIAMETER d = NOMINAL BAR DIAMETER SCALE:S4.00 TYPICAL REINFORCING HOOKS 1 NONE DEVELOPMENT LENGTH (ld) FOR TYPICAL BARS (INCREASE PER NOTES 4 AND/OR 5 AS OCCURS) BAR SIZE (GR 60) CONCRETE STRENGTH f'c (PSI) 3000 4000 4500 5000 6000 #3 17"15"14"14"12" #4 22"20"19"18"16" #5 28"25"23"22"20" #6 33"29"28"26"24" #7 48"43"40"38"34" #8 55"48"46"43"39" #9 62"55"51"49"44" #10 70"61"58"55"50" #11 78"67"64"60"55" LAP SPLICE LENGTH (ls) FOR TYPICAL BARS (INCREASE PER NOTES 4 AND/OR 5 AS OCCURS) BAR SIZE (GR 60) CONCRETE STRENGTH f'c (PSI) 3000 4000 4500 5000 6000 #3 22"19"18"18"16" #4 29"26"24"23"21" #5 36"32"30"29"26" #6 43"38"36"34"31" #7 63"55"52"49"45" #8 72"63"59"56"51" #9 81"71"67"63"57" #10 91"79"75"71"64" #11 101"87"82"78"71" NOTES: 1.PROVIDE THE MINIMUM DEVELOPMENT LENGTH (ld or ldh) OR LAP SPLICE (ls) FOR REINFORCING BARS IN NORMAL WEIGHT CONCRETE PER THE ADJACENT TABLES FOR TYPICAL BARS, UNLESS NOTED OTHERWISE ON PLANS AND DETAILS. ld AND ls SHALL BE NO LESS THAN 12" AND ldh SHALL BE NO LESS THAN THE LARGER OF 6" OR 8 TIMES THE BAR DIAMETER. CONTRACTOR SHALL NOTIFY SEOR WHEN MINIMUM LENGTHS CANNOT BE ACHIEVED. 2.LAP SPLICE LENGTHS SHOWN REPRESENT "CLASS B" TENSION SPLICE VALUES PER ACI 318 SECTION 25.4.2.2, 25.5.1.4, AND 25.5.2.1. 3.ld AND ls LENGTHS ARE BASED ON THE CLEAR SPACING OF BARS TO BE NOT LESS THAN TWICE THE BAR DIAMETER, AND CLEAR COVER TO BE NOT LESS THAN THE BAR DIAMETER. CONTRACTOR SHALL NOTIFY THE SEOR WHEN MINIMUM SPACING OR CLEARANCE CANNOT BE ACHIEVED. 4.WHERE HORIZONTAL BARS HAVE MORE THAN 12" OF FRESH CONCRETE CAST BELOW THE BAR, I.E. HORIZONTAL WALL OR STEMWALL BARS, INCREASE TYPICAL BAR LENGTHS BY 30% (ld, ls, ldh x 1.3). 5.FOR LIGHT WEIGHT CONCRETE, INCREASE LENGTH BY THIRTY PERCENT (ld OR ls OR ldh x 1.3). HOOK DEVELOPMENT LENGTH (ldh) FOR TYPICAL STANDARD HOOKS (INCREASE PER NOTES 4 AND/OR 5 AS OCCURS) BAR SIZE (GR 60) CONCRETE STRENGTH f'c (PSI) 3000 4000 4500 5000 6000 #3 9"8"7"7"6" #4 11"10"9"9"8" #5 14"12"12"11"10" #6 17"15"14"13"12" #7 20"17"16"15"14" #8 22"19"18"17"16" SCALE:S4.00 TYPICAL REINFORCING BAR IN CONCRETE DEVELOPMENT AND LAP SPLICE SCHEDULE 2 NONE t/ 4 M I N t/ 3 M A X SAWCUT WITHIN 4-12 HOURS AFTER CONCRETE FINISHING NOTES: 1.PROVIDE CONTROL OR CONSTRUCTION JOINTS @ 14'-0"OC MAXIMUM EACH WAY. 2.LIMIT ASPECT RATIO TO 1.5 : 1. 3.LOCATE JOINTS AT CENTERLINE OF COLUMNS AND RE-ENTRANT SLAB CORNERS AS PRACTICABLE. 4.SINGLE SLAB POURS ARE LIMITED TO 10,000 SQFT WITH A MAXIMUM ASPECT RATIO OF 1.2 : 1. 5.SUBMIT JOINT LAYOUT, INCLUDING SLAB POUR SEQUENCING, TO ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO POURING SLAB. CONTROL JOINT CONSTRUCTION JOINT 9" 1/2"Ø SMOOTH DOWEL @ 18"OC LIGHTLY GREASED ON ONE SIDE. ALIGN W/ DOWEL ALIGNER FOR HORIZ & VERT ALIGNMENT. 1/4 x4 1/2 x4 1/2 DIAMOND DOWEL @ 18"OC IS AN ACCEPTABLE ALTERNATE. DOWELS SHALL BE PLACED A MIN OF 12" FROM INTERSECTING CONSTRUCTION JOINTS t SL A B TH I C K N E S S PE R P L A N 9" SCALE:S4.00 TYPICAL SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS 6 NONE SCALE:S4.00 TYPICAL WALL AND FOOTING REINFORCING AT CORNER AND INTERSECTION 3 NONE ADD (1)-#5 VERT MIN OR BOUNDARY STEEL PER PLAN ADD (2)-#5 VERT MIN OR BOUNDARY STEEL PER PLAN ALTERNATE BEND PLAN VIEW SINGLE CURTAIN PLAN VIEW DOUBLE CURTAIN 0" TYP COVER AS REQD TYP 1/2 WALL THK MAX, TYP ls TYP ls TYP ls TY P ls TY P CORNER DOWEL TO MATCH HORIZ REINF (ALT: BEND HORIZ REINF ls & OMIT DOWEL) CORNER DOWELS TO MATCH HORIZ REINF (ALT: BEND HORIZ REINF ls & OMIT DOWEL) CORNER DOWEL TO MATCH HORIZ REINF (ALT: BEND HORIZ REINF ls & OMIT DOWEL) 0" TYP CORNER DOWELS TO MATCH HORIZ REINF (ALT: BEND HORIZ REINF ls & OMIT DOWEL) SCALE:S4.00 TYPICAL PIPE/ CONDUIT SLEEVES ACROSS FOOTINGS 4 NONE PROVIDE METAL SLEEVES W/ ID 2" GREATER THAN THE OD OF THE PIPE/ CONDUIT PLACE CONCRETE FILL OR SLURRY AROUND SLEEVES BEFORE POURING FOOTING - FILL SHALL BE SAME WIDTH AS FOOTING NOTE: WHERE PIPE/ CONDUIT CANNOT RUN OVER, UNDER OR THROUGH UNDER FOOTING AS SHOWN IN THIS DETAIL, THE FOOTING SHALL STEP UNDER PIPE/ CONDUIT- SEE STEPPED FOOTING DETAIL. ELEVATION NO PIPE/ CONDUIT SHALL PASS THRU THE FOOTING DEPTH UNO - WHERE FTG DEPTH IS 1'-6" OR GREATER, SLEEVE MAY PASS THRU MIDDLE 1/3 OF FTG DEPTH ONLY STEM WALL WHERE OCCURS 2" MI N 4" MI N 6" MI N 9" MIN TYP D/ 3 D/ 3 D/ 3 D FO O T I N G D E P T H 1' - 6 " M I N CLEARANCE BETWEEN ADDL SLEEVE(S) WHERE OCCURS SHALL BE NO LESS THAN THE OD OF THE LARGER SLEEVE OR 6" WHICHEVER IS LARGER, MINIMUM 1" C L R A L L A R O U N D T Y P SECTION WD PROJ. #DRAWN BY:CHECKED DATE 23411 JA EG/SH WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: S4.00 REVISIONS: 02/19/25 TYPICAL FOUNDATION DETAILS No.3503 L I GNE L S NO B A LAE A LI OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCTPRO G R E S S - NO T F O R P L A N REV I E W H: \ 2 0 2 3 \ 2 3 0 2 2 1 \ 3 _ D r a w i n g s \ D w g s - 0 0 \ 2 3 - 0 2 2 1 - 0 0 _ S 4 . 0 0 T Y P I C A L F O U N D A T I O N D E T A I L S . d w g P L O T T E D B Y : Ch a n n o n S h i d a k i O N : Ma r c h 2 4 , 2 0 2 5 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 LONG BEACH • SAN DIEGO Project: LONG BEACH OFFICE 3900 Cover Street, Long Beach CA 90808 • 562.985.3200 S T R U C T U R A L E N G I N SREE 23-0221-00 02/19/251 DELTA 1 02/19/25CITY APPROVAL 03/24/252 DELTA 2 No.3503 L I GNE L S NO B A LAE A L I OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCT Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 03/24/25 914-918 N Bewley St5/8/2025 SCALE:S4.30 SECTION 1 1" = 1'-0" POST PER PLAN 10" SQ PLINTH CONC FTG & REINF PER PLAN 1' - 6 " M I N 8" MI N PE R P L A N PER PLAN 3" CL R 3" CLR TYP 3" (4)-#4 VERT CONC GRADE PER CIVIL #3 TIES @ 6"OC 3" CLR TYP (3)-#3 TIES @ 1 1/2"OC AT TOP SIMPSON ABU SCALE:S4.30 SECTION 2 1" = 1'-0" CONC FTG & REINF PER PLAN (INCREASE FTG DEPTH AS REQD AT HOLDOWN ANCHOR) 1' - 6 " M I N CONC SLAB-ON-GRADE PER PLAN PLYWOOD SHEATHING, TYP AT EXT (SEE PLAN FOR SHEAR WALL LOCS) 2x STUD WALL PER PLAN PT 2x SILL PL PER SHEAR WALL SCHED EN 7" EM B E D SCALE:S4.30 SECTION 3 1" = 1'-0" CONC SLAB-ON-GRADE PER PLAN POST PER PLAN SIMPSON ABU SCALE:S4.30 SECTION 4 1" = 1'-0" #4 VERT @ 16"OC CENTERED, ALT BENDS CONT CONC FTG & REINF PER PLAN #4 HORIZ @ 12"OC, CENTERED 8" THK CONC STEM WALL #4 SLAB DOWELS @ 32"OC CONC SLAB-ON-GRADE PER PLAN PE R P L A N PER PLAN 3" CL R 3" CLR TYP PLYWOOD SHEATHING, TYP AT EXT (SEE PLAN FOR SHEAR WALL LOCS) 2x STUD WALL PER PLAN PT 2x SILL PL PER SHEAR WALL SCHED EN 7" EM B E D 1' - 6 " M I N 8" M I N T/O FIN GRADE PER CIVIL FT G D E P T H PE R P L A N PER PLAN 3" CLR TYP 3" CL R #4 DOWEL @ 16"OC ALT BEND DIRECTION 36 CONC FTG & REINF PER PLAN (INCREASE FTG DEPTH AS REQD AT HOLDOWN ANCHOR) 1' - 6 " M I N 7" EM B E D FT G D E P T H PE R P L A N PER PLAN 3" CLR TYP 3" CL R #4 DOWEL @ 16"OC ALT BEND DIRECTION 36 2" 2" 1 1 WD PROJ. #DRAWN BY:CHECKED DATE 23411 JA EG/SH WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: S4.30 REVISIONS: 02/19/25 FOUNDATION SECTIONS AND DETAILS No.3503 L I GNE L S NO B A LAE A LI OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCTPRO G R E S S - NO T F O R P L A N REV I E W H: \ 2 0 2 3 \ 2 3 0 2 2 1 \ 3 _ D r a w i n g s \ D w g s - 0 0 \ 2 3 - 0 2 2 1 - 0 0 _ S 4 . 3 0 F O U N D A T I O N S E C T I O N S A N D D E T A I L S . d w g P L O T T E D B Y : Ch a n n o n S h i d a k i O N : Ma r c h 2 4 , 2 0 2 5 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 LONG BEACH • SAN DIEGO Project: LONG BEACH OFFICE 3900 Cover Street, Long Beach CA 90808 • 562.985.3200 S T R U C T U R A L E N G I N SREE 23-0221-00 02/19/251 DELTA 1 02/19/25CITY APPROVAL 03/24/252 DELTA 2 No.3503 L I GNE L S NO B A LAE A L I OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCT Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 03/24/25 914-918 N Bewley St5/8/2025 1/2" MIN TYP 16d @ 16"OC, TYP BLKG @ 4'-0"OC MIN W/ (2)-16d EA BLKG, EA SIDE SILL, TOP PLATE OR BLOCKING 2x FULL DEPTH STUDS, TYP UNO SILL, TOP PLATE OR BLOCKING, TYP PLAN VIEW SCALE:S5.50 TYPICAL CORNERS AND INTERSECTIONS AT WOOD STUD NON-SHEAR WALLS 3 NONE DBL 2x TOP PL SIMPSON CTS218 STRAP & FASTENERS PER SCHEDULE SCALE:S5.50 TYPICAL STRENGTHENING OF NOTCH IN DOUBLE TOP PLATE 4A 1 1/2" = 1'-0" 4 1/2", MAX WIDTH OF OVERSIZED HOLE/ NOTCH IN DOUBLE TOP PLATE STRAP SCHEDULE WALL TYPE NUMBER OF STRAPS FASTENERS AT EACH STRAP NON-BRG 2x 2 (24)-10d x1 1/2" NAILS 2x4 3 (24)-10d x1 1/2" NAILS 2x6 4 (24)-#9 x1 1/2" SIMPSON SD WOOD SCREWS NOTE: 1.USE THIS DETAIL WHERE NOTCH OR HOLE IS LARGER THAN ALLOWED PER TYPICAL HOLES AND NOTCHES IN WOOD, DETAIL 4 / S5.50. 2.FOR LIMITATIONS ON HOLES AND NOTCHES IN DOUBLE TOP PLATE SPLICES, SEE DETAIL 3 / S5.55. SCALE:S5.50 TYPICAL WOOD STUD WALL BLOCKING / BACKING 9 NONE 4x STUD DEPTH MIN (UNO) SOLID BLOCKING/ BACKING (CONTINUE TO AT LEAST 1 STUD EA SIDE OF CONNECTION POINTS) CONNECTION POINT PER DETAIL (LOCATIONS VARY PER CONFIG OF ATTACHED ACCESSORIES) WOOD STUD PER PLAN OR FRAMING ELEV, TYP SIMPSON A34, TOP & BOT, EA END OF EA BLOCK, TYP UNO WOOD FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 1. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS 16d COMMON 16”OC FACE NAIL 2. STUD TO TOP OR BOTTOM PLATE (4)-8d COMMON (2)-16d COMMON TOENAIL END NAIL 3. TOP PLATE TO TOP PLATE 16d COMMON 16”OC FACE NAIL 4. TOP PLATE TO TOP PLATE, AT STAGGERED END JOINTS (8)-16d COMMON EACH SIDE OF END JOINT, FACE NAIL (MINIMUM 24” LAP SPLICE LENGTH EACH SIDE OF END JOINT) 5. TOP PLATE LAPS AT CORNERS AND INTERSECTIONS (2)-16d COMMON FACE NAIL 6. STUD TO CONTINUOUS HEADER (4)-8d COMMON TOENAIL 7. JOIST OR RAFTER TO RIM JOIST (3)-16d COMMON END NAIL 8. RIM JOIST OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW 8d COMMON 6"OC, TOENAIL 9. FLOOR JOIST TO SILL, TOP PLATE OR GIRDER (3)-8d COMMON TOENAIL 10. BOTTOM PLATE THROUGH PLYWOOD TO RIM JOIST, OR BLOCKING 16d COMMON 16”OC FACE NAIL 11. RAFTER OR ROOF TRUSS TO TOP PLATE (3)-10d COMMON TOENAIL 12. BLOCKING BETWEEN RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW (3)-8d COMMON EACH END, TOENAIL 13. BLOCKING BETWEEN JOISTS, RAFTERS OR TRUSS NOT AT THE WALL TOP PLATE, TO JOIST RAFTER OR TRUSS (2)-8d COMMON (2)-16d COMMON (3 1/2” x0.162”) EACH END, TOENAIL END NAIL 14. CEILING JOIST TO STUD FACE (3)-16d COMMON FACE NAIL 15. CEILING NAILER TO STUD (2)-16d COMMON FACE NAIL 16. CEILING JOIST TO NAILER (4)-8d COMMON TOE NAIL NOTES: 1. COMMON WIRE NAILS SHALL BE USED EXCEPT WHERE NOTED OTHERWISE. 2. WHEREVER POSSIBLE, NAILS DRIVEN PERPENDICULAR TO GRAIN SHALL BE USED IN LIEU OF TOE NAILS. 3. SCHEDULE BASED ON CBC TABLE 2304.10.1. SCALE:S5.50 TYPICAL WOOD FASTENING SCHEDULE A NONE BEAM, JOIST, OR RAFTER SEE NOTES 5, 6 OR 7 NOTES: 1.ALL HOLES SHALL BE DRILLED. 2.CORNERS OF ALL NOTCHES SHALL BE PRE-DRILLED. 3.FOR CLOSER SPACED OPENINGS AT SILL OR TOP PLATES (6" MINIMUM CLEARANCE), A 1 1/2" x16GA GALVANIZED STRAP MAY BE USED ACROSS MULTIPLE OPENINGS W/ (3)-16d BETWEEN OPENINGS AND (6)-16d AT ENDS OF STRAP BEYOND LAST OPENINGS. 4.WHERE NOTCH OR HOLE IN SILL PLATE IS GREATER THAN NOTED, PROVIDE ANCHOR BOLT OR 1/2"Ø HILTI KB-TZ (3" MIN EMBED) ON EA SIDE OF NOTCH. 5.WHERE NOTCH OR HOLE IN TOP PLATE IS NOT IN CONFORMANCE WITH THIS DETAIL, SEE DETAIL 4A / S5.50 FOR STRENGTHENING. 6.AT DOUBLE TOP PLATES IN LINE WITH HEAVY DOUBLE TOP PLATE SPLICE CALLED FOR ON PLAN AND DETAIL 3 / S5.55, PROVIDE (2)-STRAPS EACH SIDE OF DOUBLE TOP PLATE, STAGGERED (4 STRAPS TOTAL). 7.NOTCHES NOT PERMITTED IN BEAMS, JOISTS OR RAFTERS. 8.DRILLED HOLE PERMITTED ONLY WITHIN MIDDLE THIRD OF BEAM, JOIST OR RAFTER SPAN. DRILLED HOLE NOT PERMITTED IN CANTILEVERED MEMBERS. SIMPSON RPS18 STRAP OR APPROVED EQUAL ON NOTCH SIDE OR ON SIDE CLOSEST TO DRILLED HOLE (ON SIDE CLOSEST TO THE HOLE IF NOT CTRD) TYP AT SILL PL & AT EA PL OF DBL TOP PL, UNO- SEE NOTE 6 W SILL PLATE OR DOUBLE TOP PLATE 5 1/2" MAX SEE NOTE 4 18" MIN CLR SEE NOTE 3 18" MIN CLR SEE NOTE 3 5/ 8 " MI N TY P 25%W MAX AT STRUC WALL, 40%W MAX AT NON-STRUC WALLS 40%W MAX AT STRUC WALL, 60%W MAX AT NON-STRUC WALLS, SEE NOTE 4 SILL PLATE OR DOUBLE TOP PLATE PER PLAN W EQ EQ 2W MIN CLRW/3 MAX HOLE DIA, TYP WALL STUD H W 5/8" MIN TYP 8" MA X 6" MI N CL R 6" MI N CL R 25%W MAX AT BEARING & EXTERIOR STUDS, 40%W MAX AT NON-BEARING WALLS 40%W MAX AT BEARING & EXTERIOR STUDS, 60%W MAX AT NON-BEARING WALLS SCALE:S5.50 TYPICAL HOLES AND NOTCHES IN WOOD 4 NONE H/4 MAX FROM TOP OR BOT OF STUDS AT EXTERIOR WALLS SIMPSON LCE WOOD POST PER PLAN WOOD POST PER PLAN SIMPSON AC WOOD BEAM PER PLAN C SPLICEL INTERMEDIATE CONDITION SPLICE CONDITION END CONDITION VERT TABS ON EITHER SET OF OPPOSITE FACES VERT TABS ON EITHER SET OF OPPOSITE FACES SCALE:S5.50 TYPICAL WOOD BEAM TO ISOLATED WOOD POST 8 NONE NOTES: 1.USE HEADER DEPTH PER SCHEDULE UNLESS LARGER HEADER SHOWN ELSEWHERE. 2.USE JAMB POST PER SCHEDULE UNLESS LARGER POST SHOWN ELSEWHERE. 3.SEE ARCHITECTURAL DRAWINGS FOR SIZE AND SPACING OF STUDS FOR ALL ALL INTERIOR NON- STRUCTURAL WALLS. 4.PROVIDE SOLID BLOCKING BELOW JAMB POST AND TRIMMER PER DETAIL 10 ON SHEET S5.50. 0390 SCALE:S5.50 TYPICAL OPENING IN INTERIOR WOOD STUD WALL 5 NONE (4)-16d, STUD TO HEADER END HEADER PER SCHEDULE (MATCH STUD WALL WIDTH) 2x TRIMMER W/ 16d @ 12"OC OR DOUBLE 2x TRIMMER WHERE REQD PER HEADER SCHEDULE JAMB POST PER SCHEDULE TOP OF CONCRETE WHERE OCCURS ANCHOR BOLT, SCREW OR SHOT PIN SILL FASTENER AS OCCURS SILL PLATE (PRESSURE TREATED AT CONC), UNO BLKG AT MID-HEIGHT (8'-0"OC MAX BWTN PLATES) WOOD STUDS PER PLAN, TYP DBL TOP PLATE BEARING INTERIOR HEADER SCHEDULE MAXIMUM OPENING SIZE HEADER SUPPORTING ROOF HEADER SUPPORTING FLOOR 2x4 STUD WALL 2x6 STUD WALL 2x4 STUD WALL 2x6 STUD WALL 3'-11"4x8 6x6 4x8 6x6 6'-2"4x12 6x8 4x14*6x10 8'-3"4x14*6x10 3 1/2" x11 7/8" LVL*6x12* NOTE: * INDICATES THAT DOUBLE TRIM STUD IS REQUIRED. BEARING INTERIOR JAMB POST SCHEDULE FLOOR LEVEL MAXIMUM OPENING SIZE 3'-11"6-2"8'-3" 2x4 STUD WALL 2x6 STUD WALL 2x4 STUD WALL 2x6 STUD WALL 2x4 STUD WALL 2x6 STUD WALL SUPPORTING ROOF ABOVE (2)-2x4 2x6 (3)-2x4 (2)-2x6 (3)-2x4 (2)-2x6 SUPPORTING ROOF + 1 FLOOR 4x4 2x6 4x6 (2)-2x6 4x8 (2)-2x6 4" MAX NON-BEARING INTERIOR HEADER SCHEDULE MAXIMUM OPENING SIZE HEADER SUPPORTING ROOF HEADER SUPPORTING FLOOR 2x4 STUD WALL 2x6 STUD WALL 2x4 STUD WALL 2x6 STUD WALL 3'-11"4x6 6x4 FLAT 4x6 6x4 FLAT 6'-2"4x10 6x6 4x12 6x8 8'-3"4x12 6x8 4x14 6x10 NOTE: PROVIDE SINGLE TRIMMER AND 2x JAMB POST, TYPICAL UNLESS NOTED OTHERWISE. AT OPENINGS GREATER THAN 3'-11", PROVIDE (2)-2x JAMB POST. SCALE:S5.50 TYPICAL OPENING IN EXTERIOR WOOD STUD WALL 6 NONE SIMPSON A34 EA SIDE (4)-16d, STUD TO HEADER END HEADER PER SCHEDULE (MATCH STUD WALL WIDTH) SIMPSON A34 TOP & BOT 2x TRIMMER W/ 16d @ 12"OC OR DOUBLE 2x TRIMMER WHERE REQD PER HEADER SCHEDULE DBL 2x6 JAMB POST TOP OF CONCRETE WHERE OCCURS ANCHOR BOLT, SCREW OR SHOT PIN SILL FASTENER AS OCCURS SILL PLATE (PRESSURE TREATED AT CONC), UNO DBL 2x SILL WHERE WINDOW OCCURS, W/ SIMP A35 T&B EA END 4" MAX DBL TOP PLATE EXTERIOR HEADER SCHEDULE MAXIMUM OPENING SIZE HEADER AT ROOF HEADER AT FLOOR 2x6 STUD WALL 2x6 STUD WALL 3'-11"6x6 6x6 6'-2"6x8 6x10 8'-3"6x10 6x12 NOTES: 1.USE HEADER DEPTH PER SCHEDULE UNLESS LARGER HEADER SHOWN ELSEWHERE. 2.USE JAMB POST PER SCHEDULE UNLESS LARGER POST SHOWN ELSEWHERE. 4.PROVIDE SOLID BLOCKING BELOW JAMB POST AND TRIMMER PER DETAIL 10 ON SHEET S5.50. 0390 BLKG AT MID-HEIGHT (8'-0"OC MAX BWTN PLATES) WOOD STUDS PER PLAN, TYP DBL TOP PLATE EXTERIOR JAMB POST SCHEDULE FLOOR LEVEL MAXIMUM OPENING SIZE 3'-11" (2x6 STUD WALL) 6'-2" (2x6 STUD WALL) 8'-3" (2x6 STUD WALL) SUPPORTING ROOF ABOVE 2x6 (2)-2x6 (2)-2x6 SUPPORTING ROOF + 1 FLOOR (2)-2x6 (2)-2x6 (3)-2x6 SIMPSON A34 SIMPSON LTP4 (OR A34 WHERE WINDOW OCCURS) JAMB POST PER SCHED SCALE:S5.50 TYPICAL INTERIOR NON-BEARING WOOD STUD PARTITION AT JOIST OR RAFTER 7 NONE SIMPSON DTC SPACING SCHEDULE FULLY SHEATHED, MAXIMUM STUD HEIGHT MAXIMUM DTC SPACING 10'32"OC 14'24"OC 20'16"OC NOTE: PROVIDE (4)-8d FROM DTC TO TOP PLATE & (1)-8d IN APPROXIMATE CENTER OF EACH VERTICAL SLOT OF DTC TO JOIST, RAFTER OR BLOCK. DO NOT OVERDRIVE NAIL TO MAINTAIN SLIPPING ABILITY. SHEATHING PER PLAN SIMPSON DTC, MAX SPACING PER SCHED (SEE NOTE) JOIST OR RAFTER PER PLAN 1/ 2 " GA P DBL TOP PLATE 1/ 2 " GA P CEILING PER ARCH 2x4 FLAT BLKG AT EA DTC WITH (2)-16d EACH END PERPENDICULAR FRAMING PARALLEL FRAMING SAWN LUMBER JOIST/RAFTER SCALE:S5.50 TYPICAL HORIZONTAL FRAMING AT OPENING (4'-0" MAX)10 NONE 3 JOIST SPACES OR 4'-0" MAX UNO OPEN DOUBLE MEMBERS, TYP SIMP U HANGER, TYP (E) JOIST OR RAFTER PER PLAN, TYP SCALE:S5.50 TYPICAL ISOLATED WOOD POST BASE 2 NONE SCALE:S5.50 TYPICAL WOOD POST IN SHORT STUD WALL 1B NONE SCALE:S5.50 TYPICAL WOOD POST IN STUD WALL 1A NONE 3" MIN EDGE OF CONC WHERE OCCURS WOOD POST PER PLAN CONC FTG OR SLAB AS OCCURS PER PLAN WHERE STUD WALL IS NOT LONG ENOUGH TO ALLOW FOR (2)-SILL BOLTS MINIMUM WITHIN A CONTINUOUS SILL, PROVIDE SIMPSON ABU POST BASE W/ SILL PLATE CONT OVER BASE PLATE TYP SILL PLATE & SILL BOLTS PER PLAN CONC FTG OR SLAB AS OCCURS PER PLAN END OF SILL PL WHERE OCCURS WOOD POST PER PLAN SIMPSON ABU SIMPSON A34 EA SIDE TYP SILL PLATE & SILL BOLTS PER PLAN, SEE NOTE CONC FTG OR SLAB AS OCCURS PER PLAN NOTE: WHERE STUD WALL IS NOT LONG ENOUGH TO ALLOW FOR (2)-SILL BOLTS MINIMUM WITHIN A CONTINUOUS SILL, SEE 1B S5.50 WALL LENGTH WOOD POST PER PLAN 5 1/2" MIN NOTE: MINIMUM SPACING OF SILL BOLTS IS 4". WOOD BEAM PER PLAN W/ SIMPSON HUC OR HUCQ HANGERS W/ALL HOLES FILLED WHERE CONCEALED HANGERS REQUIRED SAWN LUMBER JOIST WHERE OCCURS PER PLAN AT SAWN LUMBER: SIMPSON LUS, JB, JBA OR HUSTF HANGER (HUC OR HUCQ WHERE CONCEALED HANGERS REQD) W/ ALL HOLES FILLED W/ NAILS SPECIFIED BY SIMPSON PLYWOOD SHEATHING PER PLAN SCALE:S5.50 TYPICAL JOIST TO WOOD BEAM CONNECTION 11 NONE WD PROJ. #DRAWN BY:CHECKED DATE 23411 JA EG/SH WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: S5.50 REVISIONS: 02/19/25 TYPICAL WOOD FRAMING DETAILS No.3503 L I GNE L S NO B A LAE A LI OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCTPRO G R E S S - NO T F O R P L A N REV I E W H: \ 2 0 2 3 \ 2 3 0 2 2 1 \ 3 _ D r a w i n g s \ D w g s - 0 0 \ 2 3 - 0 2 2 1 - 0 0 _ S 5 . 5 0 T Y P I C A L W O O D F R A M I N G D E T A I L S . d w g P L O T T E D B Y : Ch a n n o n S h i d a k i O N : Ma r c h 2 4 , 2 0 2 5 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 LONG BEACH • SAN DIEGO Project: LONG BEACH OFFICE 3900 Cover Street, Long Beach CA 90808 • 562.985.3200 S T R U C T U R A L E N G I N SREE 23-0221-00 02/19/251 DELTA 1 02/19/25CITY APPROVAL 03/24/252 DELTA 2 No.3503 L I GNE L S NO B A LAE A L I OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCT Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 03/24/25 914-918 N Bewley St5/8/2025 SCALE:S5.55 TYPICAL SHEAR TRANSFER OPTIONS 1 NONE PLYWOOD SHEATHING PER PLAN RIM JOIST OR BLKG AS OCCURS PROVIDE SIMPSON LTP4 OR A35 AS REQD PER SCHED ON A S5.55 SCALE:S5.55 TYPICAL CORNERS AND INTERSECTIONS AT WOOD STUD SHEAR WALLS 3 NONE NOTES: 1.TO AVOID WOOD SPLITTING, PRE- DRILL HOLE FOR 20d NAILS (MAXIMUM PRED-DRILL HOLE SIZE=0.14"Ø) 2.PRE-DRILL HOLES FOR LAG SCREWS PER GENERAL NOTES. ALTERNATE CONNECTION PLAN VIEW NON-SHEAR WALL AND SHEAR WALL AT T-INTERSECTION STANDARD CONNECTION PLAN VIEW SHEAR WALL AT T-INTERSECTION PLAN VIEW PLYWOOD AT INSIDE CORNER - ONE SIDE PLAN VIEW PLYWOOD AT INSIDE CORNER - TWO SIDES PLAN VIEW PLYWOOD AT OUTSIDE CORNER - ONE SIDE EN POST & HOLDOWN PER SW SCHED EN 2x 2x OR 3x PER SW SCHED PLYWOOD WHERE OCCURS, TYP FASTENER PER FASTENER SCHED IN THIS DETAIL 1 1/2" AT 2x, 2 1/2" AT 3x EDGE MEMBER PER SW SCHED PLYWOOD WHERE OCCURS, TYP POST & HOLDOWN PER SW SCHED EN 2x FASTENER PER FASTENER SCHED IN THIS DETAIL, PROVIDE (2)- ROWS AT PLY EN, BOTH SIDES PLYWOOD PER SW SCHED 2x OR 3x PER SW SCHEDBOLTED HOLDOWN WHERE OCCURS, DO NOT COUNTERSINK NUT IN POST EN EN PLYWOOD PER SW SCHED, TYP PLYWOOD PER SW SCHED POST & HOLDOWN PER SW SCHED 2x EN 2x 16d @ 16"OC FOR BOLTED HOLDOWN, SEE PLYWOOD AT INSIDE CORNER CONNECTIONS PLYWOOD PER SW SCHED, TYP EN PLYWOOD WHERE OCCURS BOLTED HOLDOWN WHERE OCCURS, DO NOT COUNTERSINK NUT IN POST EN POST & HOLDOWN PER SW SCHED 16d @ 16"OC FASTENER PER FASTENER SCHED IN THIS DETAIL 2x OR 3x PER SW SCHED NON-SHEAR WALL NON-SHEAR WALL 2x END STUD W/ 16d @ 16"OC EN EN PLYWOOD PER SW SCHED, TYP 3x STUD 2x END STUD W/ 16d @ 16"OC 2x STUD PLYWOOD PER SW SCHED, TYP FASTENER SCHEDULE MEMBER SIZE FASTENER SPACING 2x 16d NAILS MATCH EN SPACING 3x 1/4"Ø x5" LAG SCREWS OR 20d NAILS MATCH EN SPACING 1 1/2" MIN AT 2x, 2 1/2" MIN AT 3x EDGE MEMBER PER SW SCHED WHERE PLYWOOD OCCURS THIS SIDE, MATCH EN, EDGE STUD & FASTENER TO OPP SIDE NAILING PER SW SCHED, TYP L PER SCHEDULE (4'-0" MIN) L PER SCHEDULE (4'-0" MIN) SPACING PER SCHEDULE 1/2 NAIL SPACING MIN EDGE DISTANCE, TYP SPLICE LOCATIONS SPLICE PLATE NOTE: WHERE NOTCHES OR DRILLED HOLES IN DOUBLE TOP PLATE OCCUR, SEE TYPICAL HOLES AND NOTCHES IN WOOD, DETAIL 4A / S5.50, FOR REQUIRED STRAPPING.1 1/2" MIN 1" MIN EDGE DISTANCE ELEVATION SECTION SCALE:S5.55 DOUBLE TOP PLATE SPLICE SCHEDULE 2 NONE DOUBLE TOP PLATE SPLICE SCHEDULE MARK MINIMUM PLATE SIZE & MINIMUM GRADE 10d COMMON NAIL SPACING L, MINIMUM SPLICE LENGTH NOTES A (2)-2x4, NO. 2 GRADE 4"OC (12 MINIMUM TOTAL)4'-0"- B (2)-2x4, NO. 2 GRADE 3"OC (16 MINIMUM TOTAL)4'-0"TYPICAL CONDITION, UNO C (2)-2x4, NO. 2 GRADE (2)-ROWS @ 4"OC (24 MINIMUM TOTAL)4'-0"HEAVY SPLICE SEE NOTE D (2)-2x6, NO. 2 GRADE (2)-ROWS @ 4"OC (24 MINIMUM TOTAL)4'-0"TYPICAL CONDITION, UNO E (2)-2x6, NO. 2 GRADE (2)-ROWS @ 3"OC (32 MINIMUM TOTAL)4'-0"HEAVY SPLICE SEE NOTE F (2)-2x6, NO. 2 GRADE (2)-ROWS @ 3"OC (48 MINIMUM TOTAL)6'-0"HEAVY SPLICE SEE NOTE SCALE:S5.55 TYPICAL HOLDOWN ANCHOR AT CONCRETE 4 NONE SILL PLATE PER SHEAR WALL SCHED TOP OF CONC THREADED ROD PER SHEAR WALL SCHEDULE PL5/8 x4"SQ WASHER W/ NUT TOP & BOT HOLDOWN TYPE PER SCHED FASTENERS PER HOLDOWN MANUF, TYP POST PER SHEAR WALL SCHEDULE WHERE HOLDOWN USES BOLTS THRU POST, PROVIDE COUNTER-SINK (7/8" MAX) IN TRIM STUD NOT IN POST TRIM STUD WHERE OCCURS EM B E D P E R SH E A R W A L L SC H E D U L E ST E M W A L L AS O C C U R S SCALE:S5.55 TYPICAL DRAG STRAPS 5 NONE 2'-6" (2)-ROWS 10d @ 3 1/2"OC (EVERY OTHER HOLE IN EA ROW) SIMPSON CMST14 STRAP, UPPER FLOOR SILL LAG SCREWS MAY BE DRILLED THRU CL OF STRAP AS REQD PLYWOOD PER PLAN PROVIDE DBL JOIST AT STRAP CONT 3 1/2" RIM JOIST STUD WALL PER PLAN 2'-6" (2)-ROWS 10d @ 3 1/2"OC (EVERY OTHER HOLE IN EA ROW) 2'-6" (2)-ROWS 10d @ 3 1/2"OC (EVERY OTHER HOLE IN EA ROW) PROVIDE ALT FACE STRAP WHERE HOLDOWN OCCURS (DO NOT PUNCTURE STRAP W/ HOLDOWN ANCHOR) PLYWOOD PER PLAN CONT RIM JOIST POST PER PLAN 2'-6" (2)-ROWS 10d @ 3 1/2"OC (EVERY OTHER HOLE IN EA ROW) 2'-6" (2)-ROWS 10d @ 3 1/2"OC (EVERY OTHER HOLE IN EA ROW) 2'-6" (2)-ROWS 10d @ 3 1/2"OC (EVERY OTHER HOLE IN EA ROW) TYP SIMPSON CLIP PER SECTIONS HOLDOWN ANCHOR WHERE OCCURS WHERE FACE STRAP IS USED, ADD 5 SIMPSON CLIPS BETWEEN TYP SIMP CLIPS PER SECTIONS - RIM JOIST TO REMAIN UN-SPLICED WITHIN ADDED CLIPS DBL TOP PLATE FLUSH DRAG BEAM PER PLAN STUD WALL PER PLAN SIMPSON CMST14 STRAP (DO NOT PUNCTURE STRAP W/ HOLDOWN ANCHOR) BN NAILING FOR FULL LENGTH OF JOIST (STRAP NAILING THRU PLYWOOD MAY REPLACE BN NAILING) BN NAILING FOR FULL LENGTH OF BEAM CONDITION A JOIST TO SHEAR WALL DRAG STRAP CONDITION B FLUSH BEAM TO SHEAR WALL DRAG STRAP SCALE:S5.55 TYPICAL SINGLE-STORY SHEAR WALL ELEVATION, SCHEDULE AND NOTES A NONE 2x SOLID BLOCKING OR 2x STUD CTRD ON PANEL EDGES OR 3x AS REQUIRED, TYP 1'-0" TYP 1'-0" TYP PER PLAN ROOF LEVEL AS OCCURS PER PLAN FLOOR LEVEL INTERMEDIATE NAILING 10d @ 12"OC, TYP HOLDOWN ANCHOR PER SCHEDULE, SEE FOUNDATION PLAN FOR SHEAR WALL TYPE, LENGTH & LOCATIONS 4 1/2" MAX TYP 15/32" PLYWOOD W/ 10d @ 6"OC EDGE NAILING & 10d @ 12"OC INTERMEDIATE NAILING, TYP ABOVE & BELOW OPNGS AT INTERIOR & EXTERIOR WALLS SEE SHEAR WALL NOTE 7 TYPICAL SHEAR WALL ELEVATION EM B E D PE R SC H E D 1.TYPICAL PLYWOOD SHALL BE 15/32" STRUCTURAL 1, PANEL INDEX 32/16. 2.NAILS SHALL HAVE 3/8" MINIMUM EDGE DISTANCE AND 1 5/8" MINIMUM PENETRATION INTO FRAMING. NAILS SHALL BE 10d COMMON OR GALVANIZED BOX (HOT-DIPPED OR TUMBLED). 3.WHERE NAIL SPACING IS 2"OC AT ADJOINING PLYWOOD EDGES, NAILS SHALL BE STAGGERED. 4.WHERE PLYWOOD IS APPLIED ON BOTH SIDES OF WALL AND FRAMING AT PANEL EDGES IS 2x, PANEL JOINTS AT EITHER SIDE OF WALL SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. WHERE FRAMING IS 3x AT ADJOINING PANEL EDGES, PANEL JOINTS MAY BE OFFSET AS ABOVE OR NAILS ON EACH SIDE SHALL BE STAGGERED. 5.SHEARWALL PANEL NAILING SHALL NOT BREAK THROUGH OUTER PLY OF PLYWOOD. IF PNEUMATIC GUNS ARE USED, THEY SHALL BE ADJUSTED TO SATISFY THIS REQUIREMENT. 6.LONG DIMENSION OF PLYWOOD MAY BE USED VERTICALLY OR HORIZONTALLY. 7.WHERE REQUIRED AT HOLDOWN ANCHORS, BOTTOM OF FOOTING SHALL BE LOWERED TO PROVIDE 6" MINIMUM CONCRETE BELOW BOTTOM OF HOLDOWN ANCHOR FOR A DISTANCE OF 2'-0" IN EVERY DIRECTION. 8.FASTENERS IN PRESERVATIVE-TREATED (OTHER THAN ZINC BORATE) OR FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. 9.PLAIN CARBON STEEL FASTENERS IN ZINC BORATE PRESERVATIVE TREATED WOOD AT INTERIOR , DRY ENVIRONMENTS SHALL BE PERMITTED PER 2304.10.5.1 IN CBC 2016. 10.SEE DETAILS 4 ON SHEET S5.55 FOR HOLDOWN ANCHOR TO CONCRETE. 11.SEE SHEET S5.55 FOR ADDITIONAL SHEAR WALL SECTIONS AND DETAILS. 12.AT NON-SHEAR WALL, SEE WALL SECTIONS FOR SILL ATTACHMENTS AND SIMPSON CLIP SPACING. 13.TOTAL HORIZONTAL LENGTH OF SHEAR WALL PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS IN ANY SINGLE PLYWOOD PANEL SHALL NOT EXCEED 10% OF PANEL LENGTH. MAXIMUM SIZE OF EACH OPENING SHALL NOT EXCEED 4 1/2" IN ANY DIRECTION. NO CUTS OR HOLES IN SHEATHING SHALL BE MADE WITHIN 16" OF CORNERS OR IN SHEAR WALLS LESS THAN OR EQUAL TO 4'-0" IN LENGTH UNLESS REVIEWED BY ENGINEER. SHEAR WALL NOTES 6" MI N PLYWOOD SHEAR PANEL PER SCHEDULE, TYP- SEE FOUNDATION & FRAMING PLANS FOR SHEAR WALL TYPE, LENGTH & LOCATIONS SHEAR WALL SCHEDULE TYPE MARK NUMBER OF SIDES EDGE NAILING (SEE NOTE A) BLOCKING OR STUD WIDTH AT PLYWOOD EDGES (SEE NOTE B) SILL BOLT ANCHORS (W/ x3GA WASHERS, SEE NOTE G) SILL PLATE SIZE AT FOUNDATION SIMPSON A35 OR LTP4 CLIPS SPACING (SEE NOTE C) MINIMUM POST SIZE, EACH END (SEE NOTES D & E) MINIMUM HOLDOWN SIZE, EACH END (SEE NOTES D & E) HOLDOWN ANCHOR DIAMETER & EMBEDMENT DEPTH (SEE NOTE F) A1 1 6"OC 2x 5/8"Ø @ 32"OC 2x 16"OC 4x4 HDU2 5/8"Ø x12" A2 1 6"OC 2x 5/8"Ø @ 32"OC 2x 16"OC 6x4 HDU2 5/8"Ø x12" TYPE XX' EDGE NAILING IS REQD AT POST CONNECTED TO HOLDOWN, TYP POST AT HOLDOWN AS REQD PER SCHED EDGE NAILING PER SCHED REQD AT ALL PLYWOOD EDGES, TYP PANEL LENGTH PER NOTE 13 PANEL CORNER PER NOTE 13 1 1 SCHEDULE NOTES: A.FOR PANEL TYPES B, C AND D, PLYWOOD JOINT AND SILL NAILING SHALL BE STAGGERED. B.AT CONTRACTOR'S OPTION, 4x LUMBER MAY BE SUBSTITUTED FOR ALL NOTED 3x FRAMING AT NO ADDITIONAL COST TO OWNER. C.REFER TO SHEAR WALL TYPE OF THE LEVEL BELOW FOR SIMPSON CLIP SPACING - SEE TYPICAL SHEAR TRANSFER OPTIONS DETAIL FOR LOCATION OF CLIPS. D.WHERE A LARGER SIZE HOLDOWN OR POST SIZE IS NOTED ON PLAN, LARGER POST AND/OR HOLDOWN SHALL BE USED. E.WHERE TWO OR MORE SHEAR WALLS INTERSECT, EACH MAY SHARE A SINGLE POST AND/OR HOLDOWN ASSEMBLY, AND THE LARGER POST AND/OR HOLDOWN ASSEMBLY SHALL BE USED. F.ALL HOLDOWN ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL. G.A 3GA STEEL PLATE WASHER IS REQUIRED FOR EACH ANCHOR BOLT (3"SQ x3GA FOR 2x4 SHEAR WALLS AND 3"x5"x3GA FOR 2x6 SHEAR WALLS). EDGE OF WASHER SHALL EXTEND TO WITHIN 1/2" OF EDGE OF SILL PLATE ON THE SHEATHING SIDE. SILL BOLT PER SCHED (4" MIN, 12" MAX FROM EA END OF SILL, (2)-BOLTS MIN PER SILL), TYP 7" M I N E M B E D IN T O S L A B OR F O O T I I N G CU R B A S OC C U R S WD PROJ. #DRAWN BY:CHECKED DATE 23411 JA EG/SH WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: S5.55 REVISIONS: 02/19/25 TYPICAL WOOD FRAMING DETAILS No.3503 L I GNE L S NO B A LAE A LI OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCTPRO G R E S S - NO T F O R P L A N REV I E W H: \ 2 0 2 3 \ 2 3 0 2 2 1 \ 3 _ D r a w i n g s \ D w g s - 0 0 \ 2 3 - 0 2 2 1 - 0 0 _ S 5 . 5 5 T Y P I C A L W O O D F R A M I N G D E T A I L S . d w g P L O T T E D B Y : Ch a n n o n S h i d a k i O N : Ma r c h 2 4 , 2 0 2 5 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 LONG BEACH • SAN DIEGO Project: LONG BEACH OFFICE 3900 Cover Street, Long Beach CA 90808 • 562.985.3200 S T R U C T U R A L E N G I N SREE 23-0221-00 02/19/251 DELTA 1 02/19/25CITY APPROVAL 03/24/252 DELTA 2 No.3503 L I GNE L S NO B A LAE A L I OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCT Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 03/24/25 914-918 N Bewley St5/8/2025 SCALE:S5.63 SECTION AT ADU RIDGE 1 1" = 1'-0" SCALE:S5.63 SECTION AT ADU ROOF 2 1" = 1'-0" SCALE:S5.63 SECTION AT INTERIOR WALL PARALLEL TO JOIST 3 1" = 1'-0" PER ARCH PLYWOOD SHEATHING PER PLAN ROOF RAFTERS PER PLAN SIMPSON A35 PER SCHED A S5.55 EN 2x SHAPED FULL DEPTH BLKG SIMPSON LTP4 MAY BE IN LIEU OF SIMPSON A35 2x FASCIA BOARD PLYWOOD SHEATHING, TYP AT EXTERIOR, SEE PLAN FOR SHEARWALL LOCATIONS EN BEAM/ HEADER PER PLAN WHERE OCCURS PLYWOOD SHEATHING PER PLAN ROOF RAFTERS PER PLAN SIMPSON LSTA24 EA RAFTER TO RAFTER LRUZ HANGER, TYP RIDGE BEAM PER PLAN EN EN PLYWOOD SHEATHING PER PLAN ROOF RAFTERS PER PLAN 2x BLKG W/ (4)-10d PER BLOCK, TYP @ 48"OC SIMPSON A35 PER SCHED A S5.55 PLYWOOD SHEATHING PER PLAN 2x STUD WALL PER PLAN EN SCALE:S5.63 SECTION AT ADU ROOF 4 1" = 1'-0" EN EN 2x BLKG W/ (5)-10d PER BLOCK, TYP @ 48"OC SIMPSON A35 PER SCHED A S5.55 PLYWOOD SHEATHING, TYP AT EXTERIOR, SEE PLAN FOR SHEARWALL LOCATIONS ROOF RAFTER PER PLAN TOENAILS PER WOOD FASTENING SCHEDULE A S5.50 REFER TO SCHED FOR ALL OTHER TYP NAILING NOT SHOWN 2x STUD WALL PER PLAN TOENAILS PER WOOD FASTENING SCHEDULE A S5.50 REFER TO SCHED FOR ALL OTHER TYP NAILING NOT SHOWN 2x STUD WALL PER PLAN TOENAILS PER WOOD FASTENING SCHEDULE A S5.50 REFER TO SCHED FOR ALL OTHER TYP NAILING NOT SHOWN PER ARCH 18" MAX (2)-16d THRU OUTRIGGER 2x4 OUTRIGGER LAID FLAT @ 24"OC FASCIA BOARD PER ARCH 2x RIM JOIST NOTCH TO LET OUTRIGGER THRU SCALE:S5.63 SECTION AT ADU ROOF 7 1" = 1'-0" SCALE:S5.63 SECTION AT CANOPY 8 1" = 1'-0" CANOPY COVERING PER ARCH BEVELED BLKG AS REQD FASCIA PER ARCH POST PER PLAN FULL DEPTH 2x BLKG RAFTERS PER PLAN SIMPSON H1 EA RAFTER PER ARCH (E) SHEAR WALL PER PLAN CANOPY COVERING PER ARCH RAFTERS PER PLAN SIMPSON LSSR HANGER 2x LEDGER TO MATCH RAFTER DEPTH W/ (3)-ROWS SDS 1/4x4 1/2" @ 16"OC TO EA STUD SCALE:S5.63 SECTION AT DECK EDGE 5 1" = 1'-0" SCALE:S5.63 SECTION AT DECK EDGE 6 1" = 1'-0" (2)-1/2"Ø HOT-DIPPED GALVANIZED BOLTS EA GUARDRAIL POST BEAM PER PLAN W/ HUC HANGER TO POST POSTS PER PLAN BEYOND TREX DECKING PER ARCH DECK JOISTS PER PLAN (2)-BAYS FULL DEPTH 2x BLKG W/ SIMPSON A35 EA END OF EA BLK SIMPSON DTT2 EA GUARDRAIL POST 2" 2" SIMPSON HANGER PER PLAN BEAM PER PLAN W/ HUC HANGER TO POST POSTS PER PLAN BEYOND TREX DECKING PER ARCH DECK JOISTS PER PLAN SIMPSON DTT2 EA GUARDRAIL POST 2" 2" SIMPSON HANGER PER PLAN SCALE:S5.63 TYPICAL WOOD STAIR STRINGER AT BASE 11 NONE CONT 3x TREATED PLATE W/ 1/2"Ø HILTI KB-TZ2 (3 1/8" EMBED) BTWN EA STRINGER, TYP 2 LOCS AS SHOWN 1 3/4" LVL STRINGER @ 16"OC MAX RESTING ON BOT PLATES TREX STAIR STRINGER PER ARCH 8"MIN PE R AR C H 7" M A X TY P PER ARCH 11" MIN TYP CONC FOOTING PER PLAN (2)-SIMP A35 EA STRINGER AS SHOWN SCALE:S5.63 TYPICAL WOOD STAIR STRINGER TOP CONNECTION 10 NONE WOOD STAIR STRINGER PER 11 S5.63 SIMPSON B OR THA426 HANGER, TYP AT EA STRINGER BEAM PER PLAN FLOOR FRAMING PER PLAN TREX DECKING PER ARCH DO NOT OVERCUT WOOD STAIR TREADS PER 11 S5.63 PE R A R C H 3' - 6 " M A X PE R A R C H 3' - 6 " M A X 1 1 SCALE:S5.63 DECK AT STUD WALL 9 1" = 1'-0" 2x LEDGER W/ (3)-16d EA STUD, TYP STUD WALL TREX DECKING PER ARCH JOISTS PER PLAN SIMPSON U HANGER EA END, TYP 1 (2)-1/2"Ø HOT-DIPPED GALVANIZED BOLTS EA GUARDRAIL POST 1 1 1 1 1 11 1 1 1 SCALE:S5.63 SECTION AT DECK EDGE 12 1" = 1'-0" BEAM PER PLAN TREX DECKING PER ARCH DECK JOISTS PER PLAN SIMPSON DTT2 EA GUARDRAIL POST 2" 2" SIMPSON LUS HANGER PE R A R C H 3' - 6 " M A X (2)-1/2"Ø HOT-DIPPED GALVANIZED BOLTS W/ NUT & WASHER EA GUARDRAIL POST 2 SCALE:S5.63 RAIL TO EXISTING FLOOR FRAMING 13 1" = 1'-0" 1" 1 1 / 2 " 1/4 U BRACKET TO (E) ANGLE GUARDRAIL POST PER ARCH (ALIGN W/ (E) STEEL ANGLES) 1/4" THK U BRACKET (2)-1/2"Ø THRU BOLT W/ WASHER CNTRD AT POST & U BRACKET (E) 2x FRAMING (E) STEEL ANGLES (E) WOOD STUD WALL TREX DECKING PER ARCH 2 WD PROJ. #DRAWN BY:CHECKED DATE 23411 JA EG/SH WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: S5.63 REVISIONS: 02/19/25 WOOD SECTIONS AND DETAILS No.3503 L I GNE L S NO B A LAE A LI OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCTPRO G R E S S - NO T F O R P L A N REV I E W H: \ 2 0 2 3 \ 2 3 0 2 2 1 \ 3 _ D r a w i n g s \ D w g s - 0 0 \ 2 3 - 0 2 2 1 - 0 0 _ S 5 . 6 3 W O O D F R A M I N G S E C T I O N S A N D D E T A I L S . d w g P L O T T E D B Y : Ch a n n o n S h i d a k i O N : Ma r c h 2 4 , 2 0 2 5 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 LONG BEACH • SAN DIEGO Project: LONG BEACH OFFICE 3900 Cover Street, Long Beach CA 90808 • 562.985.3200 S T R U C T U R A L E N G I N SREE 23-0221-00 02/19/251 DELTA 1 02/19/25CITY APPROVAL 03/24/252 DELTA 2 No.3503 L I GNE L S NO B A LAE A L I OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCT Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 03/24/25 914-918 N Bewley St5/8/2025 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh RESIDENTIAL CALGREEN COMPLIANCE FORMS G-2.1 FO R C O N S T R U C T I O N PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 03/24/25 914-918 N Bewley St5/8/2025 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh RESIDENTIAL CALGREEN COMPLIANCE FORMS G-2.2 FO R C O N S T R U C T I O N PLAN CHECK -10/23/2023 2/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 03/24/25 914-918 N Bewley St5/8/2025 (E) PRESCHOOL BUILDING AREA 2941 SF. BE W L E Y S T R E E T FR O N T Y A R D NO PARKING NO PARKINGLOADING ONLY 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) 916 N. BEWLEY PROPOSED ADU ADMIN STRUCTURE FF=82.62 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) NO P A R K I N G NO P A R K I N G AP N : 1 9 8 - 2 3 1 - 1 6 91 3 N . H A R B O R B L V D . APN: 198-231-09 926 N. BEWLEY ST. APN: 198-231-14 3633 W. HAZARD AVE. APN: 198-231-07 3631 W. HAZARD AVE. APN: 198-231-12 3627 W. HAZARD AVE. APN: 198-231-11 910 N. BEWLEY ST. NO PA R K I N G UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR: PUBLIC WORKS AGENCY REVISIONS REFERENCES Underground Service Alert of Southern California Know what's below. before you dig.Call R ILLUMINATION FOUNDATION IMPROVEMENT PLANS 914, 916, 918 N BEWLEY STREET SANTA ANA, CA APN: 198-231-10 All - America City HAZARD AVENUE NINDEX MAP BE W L E Y S T R E E T · ·”” ·”” “” SITE IMPROVEMENTS - TITLE SHEET C.1 NVICINITY MAP FOR PUBLIC SEWER AND WATER FACILITIES ONLY Geotechnical Review: 914-918 N Bewley St5/8/2025 NO PARKING NO PARKINGLOADING ONLY 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) 916 N. BEWLEY PROPOSED ADU ADMIN STRUCTURE FF=82.62 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) NO P A R K I N G NO P A R K I N G AP N : 1 9 8 - 2 3 1 - 1 6 91 3 N . H A R B O R B L V D . APN: 198-231-14 3633 W. HAZARD AVE. APN: 198-231-07 3631 W. HAZARD AVE. APN: 198-231-12 3627 W. HAZARD AVE. APN: 198-231-11 910 N. BEWLEY ST. NO PA R K I N G (E) PRESCHOOL BUILDING AREA 2941 SF. FR O N T Y A R D SEE DETAIL "B" HEREON 916 N. BEWLEY PROPOSED ADU ADMIN STRUCTURE FF=82.62 UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR: PUBLIC WORKS AGENCY REVISIONS REFERENCES Underground Service Alert of Southern California Know what's below. before you dig.Call R N S.I. - STORM DRAIN PLAN C.10 N S7 STORM DRAINAGE CLEANOUT 914-918 N Bewley St5/8/2025 (E) PRESCHOOL BUILDING AREA 2941 SF. FR O N T Y A R D NO PARKING NO PARKING EXISTING BUILDING TO BE REMODELED (FF=82.62 ) EXISTING BUILDING TO BE REMODELED (FF=82.62 ) EX. SHEDEX. SHED SH I P . C O N T A I N E R SH I P . C O N T A I N E R JO B N O : DA T E : RE V I S I O N # : CH E C K E D : DA T E : DR A W N : DA T E : NO . D E S C R I P T I O N B Y D A T E C H K RE V I S I O N S 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 91 4 - 9 1 8 N B E W L E Y S T R E E T CI T Y O F S A N T A A N A , C A 9 2 7 0 3 WE S T G R O U P D E S I G N S 19 9 0 0 M A C A R T H U R B L V D , S U I T E 1 0 0 0 IR V I N E , C A 9 2 6 1 2 UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR:UNDERGROUND SERVICE ALERT TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. C.2 DE M O L I T I O N P L A N N 914-918 N Bewley St5/8/2025 (E) PRESCHOOL BUILDING AREA 2941 SF. FR O N T Y A R D NO PARKING NO PARKING AP N : 1 9 8 - 2 3 1 - 1 6 91 3 N . H A R B O R B L V D . APN: 198-231-09 926 N. BEWLEY ST. APN: 198-231-14 3633 W. HAZARD AVE. APN: 198-231-07 3631 W. HAZARD AVE. APN: 198-231-12 3627 W. HAZARD AVE. APN: 198-231-11 910 N. BEWLEY ST. 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) SHEDSHED 914 BEWLEY ST. EXISTING BUILDING TO REMAIN (FF=81.60 ) UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR: PUBLIC WORKS AGENCY REVISIONS REFERENCES Underground Service Alert of Southern California Know what's below. before you dig.Call R S.I. - TOPOGRAPHIC SURVEY C.2 914-918 N Bewley St5/8/2025 (E) PRESCHOOL BUILDING AREA 2941 SF. FR O N T Y A R D NO PARKING NO PARKING AP N : 1 9 8 - 2 3 1 - 1 6 91 3 N . H A R B O R B L V D . APN: 198-231-09 926 N. BEWLEY ST. APN: 198-231-14 3633 W. HAZARD AVE. APN: 198-231-07 3631 W. HAZARD AVE. APN: 198-231-12 3627 W. HAZARD AVE. APN: 198-231-11 910 N. BEWLEY ST. EXISTING BUILDING TO BE REMODELED (FF=82.62 ) EXISTING BUILDING TO BE REMODELED (FF=82.62 ) EX. SHEDEX. SHED SH I P . C O N T A I N E R SH I P . C O N T A I N E R UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR: PUBLIC WORKS AGENCY REVISIONS REFERENCES Underground Service Alert of Southern California Know what's below. before you dig.Call R N S.I. - DEMOLITION PLAN C.3 914-918 N Bewley St5/8/2025 (E) PRESCHOOL BUILDING AREA 2941 SF. FR O N T Y A R D NO PARKING NO PARKINGLOADING ONLY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) PROPOSED ADMIN STRUCTURE FF=82.62 EXISTING BUILDING TO BE REMODELED (FF=82.62 ) NO P A R K I N G NO P A R K I N G N TYPICAL GRAVEL BAG LAYOUTE1 JO B N O : DA T E : RE V I S I O N # : CH E C K E D : DA T E : DR A W N : DA T E : NO . D E S C R I P T I O N B Y D A T E C H K RE V I S I O N S 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 91 4 - 9 1 8 N B E W L E Y S T R E E T CI T Y O F S A N T A A N A , C A 9 2 7 0 3 WE S T G R O U P D E S I G N S 19 9 0 0 M A C A R T H U R B L V D , S U I T E 1 0 0 0 IR V I N E , C A 9 2 6 1 2 UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR:UNDERGROUND SERVICE ALERT TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. C.3 ER O S I O N C O N T R O L P L A N 914-918 N Bewley St5/8/2025 (E) PRESCHOOL BUILDING AREA 2941 SF. FR O N T Y A R D NO PARKING NO PARKINGLOADING ONLY 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) 916 N. BEWLEY PROPOSED ADU ADMIN STRUCTURE FF=82.62 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) NO P A R K I N G NO P A R K I N G AP N : 1 9 8 - 2 3 1 - 1 6 91 3 N . H A R B O R B L V D . APN: 198-231-09 926 N. BEWLEY ST. APN: 198-231-14 3633 W. HAZARD AVE. APN: 198-231-07 3631 W. HAZARD AVE. APN: 198-231-12 3627 W. HAZARD AVE. APN: 198-231-11 910 N. BEWLEY ST. NO PA R K I N G N TYPICAL GRAVEL BAG LAYOUTE1 UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR: PUBLIC WORKS AGENCY REVISIONS REFERENCES Underground Service Alert of Southern California Know what's below. before you dig.Call R S.I. - EROSION CONTROL PLAN C.4 914-918 N Bewley St5/8/2025 (E) PRESCHOOL BUILDING AREA 2941 SF. FR O N T Y A R D NO PARKING NO PARKINGLOADING ONLY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) PROPOSED ADMIN STRUCTURE FF=82.62 EXISTING BUILDING TO BE REMODELED (FF=82.62 ) NO P A R K I N G NO P A R K I N G EXISTING BUILDING TO REMAIN JO B N O : DA T E : RE V I S I O N # : CH E C K E D : DA T E : DR A W N : DA T E : NO . D E S C R I P T I O N B Y D A T E C H K RE V I S I O N S 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 91 4 - 9 1 8 N B E W L E Y S T R E E T CI T Y O F S A N T A A N A , C A 9 2 7 0 3 WE S T G R O U P D E S I G N S 19 9 0 0 M A C A R T H U R B L V D , S U I T E 1 0 0 0 IR V I N E , C A 9 2 6 1 2 UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR:UNDERGROUND SERVICE ALERT TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. C.4 SI G N A G E A N D S T R I P I N G P L A N N 914-918 N Bewley St5/8/2025 JO B N O : DA T E : RE V I S I O N # : CH E C K E D : DA T E : DR A W N : DA T E : NO . D E S C R I P T I O N B Y D A T E C H K RE V I S I O N S 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 91 4 - 9 1 8 N B E W L E Y S T R E E T CI T Y O F S A N T A A N A , C A 9 2 7 0 3 WE S T G R O U P D E S I G N S 19 9 0 0 M A C A R T H U R B L V D , S U I T E 1 0 0 0 IR V I N E , C A 9 2 6 1 2 UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR:UNDERGROUND SERVICE ALERT TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. C.5 VAN ACCESSIBLE $250 FINE MINIMUM ACCESSIBLE PARKING SIGN CROSSWALK STRIPING NO PARKING ACCESSIBILITY STALL STRIPING2 SI G N A G E A N D S T R I P I N G D E T A I L S LOADING AREA STRIPING6 3 4 FIRE L A N E N O P A R K I N G FIRE L A N E N O P A R K I N G RED CURB DETAIL 5 PRE-CAST WHEELSTOP7 914-918 N Bewley St5/8/2025 (E) PRESCHOOL BUILDING AREA 2941 SF. FR O N T Y A R D NO PARKING NO PARKINGLOADING ONLY 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) 916 N. BEWLEY PROPOSED ADU ADMIN STRUCTURE FF=82.62 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) NO P A R K I N G NO P A R K I N G AP N : 1 9 8 - 2 3 1 - 1 6 91 3 N . H A R B O R B L V D . APN: 198-231-09 926 N. BEWLEY ST. APN: 198-231-14 3633 W. HAZARD AVE. APN: 198-231-07 3631 W. HAZARD AVE. APN: 198-231-12 3627 W. HAZARD AVE. APN: 198-231-11 910 N. BEWLEY ST. NO PA R K I N G EXISTING BUILDING TO REMAIN UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR: PUBLIC WORKS AGENCY REVISIONS REFERENCES Underground Service Alert of Southern California Know what's below. before you dig.Call R N S.I. - SIGNAGE AND STRIPING PLAN C.5 4 TRUNCATED DOMES 914-918 N Bewley St5/8/2025 UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR: PUBLIC WORKS AGENCY REVISIONS REFERENCES Underground Service Alert of Southern California Know what's below. before you dig.Call R CROSSWALK STRIPING NO PARKING ACCESSIBILITY STALL STRIPING2 LOADING AREA STRIPING6 4 FIRE L A N E N O P A R K I N G FIRE L A N E N O P A R K I N G RED CURB DETAIL 5 WHEELSTOP7 S.I. - SIGNAGE AND STRIPING DETAILS C.6 UNAUTHORIZED VEHICLE SIGN10 VAN ACCESSIBLE $250 FINE MINIMUM ACCESSIBLE PARKING SIGN3 Geotechnical Review: 914-918 N Bewley St5/8/2025 NO PARKING NO PARKINGLOADING ONLY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) PROPOSED ADMIN STRUCTURE FF=82.62 EXISTING BUILDING TO BE REMODELED (FF=82.62 ) NO P A R K I N G NO P A R K I N G (E) PRESCHOOL BUILDING AREA 2941 SF. FR O N T Y A R D EXISTING BUILDING TO REMAIN (FF=82.62 ) SEE DETAIL "A" ON SHEET 7 N JO B N O : DA T E : RE V I S I O N # : CH E C K E D : DA T E : DR A W N : DA T E : NO . D E S C R I P T I O N B Y D A T E C H K RE V I S I O N S 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 91 4 - 9 1 8 N B E W L E Y S T R E E T CI T Y O F S A N T A A N A , C A 9 2 7 0 3 WE S T G R O U P D E S I G N S 19 9 0 0 M A C A R T H U R B L V D , S U I T E 1 0 0 0 IR V I N E , C A 9 2 6 1 2 UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR:UNDERGROUND SERVICE ALERT TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. C.6 SI T E I M P R O V E M E N T P L A N 914-918 N Bewley St5/8/2025 PROPOSED ADMIN STRUCTURE FF=82.62 JO B N O : DA T E : RE V I S I O N # : CH E C K E D : DA T E : DR A W N : DA T E : NO . D E S C R I P T I O N B Y D A T E C H K RE V I S I O N S 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 91 4 - 9 1 8 N B E W L E Y S T R E E T CI T Y O F S A N T A A N A , C A 9 2 7 0 3 WE S T G R O U P D E S I G N S 19 9 0 0 M A C A R T H U R B L V D , S U I T E 1 0 0 0 IR V I N E , C A 9 2 6 1 2 UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR:UNDERGROUND SERVICE ALERT TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. C.7 CONCRETE PAVEMENT1 9 FLARED CONCRETE V-GUTTER N 4 TRUNCATED DOMES 10 HANDRAIL DETAILS 8 0" CONCRETE CURB SI T E I M P R O V E M E N T D E T A I L S 11 RETAINING CURB DETAIL 13 CONCRETE STEP DETAIL 16 CONCRETE DOWELING DETAIL 914-918 N Bewley St5/8/2025 NO PARKING NO PARKINGLOADING ONLY 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) 916 N. BEWLEY PROPOSED ADU ADMIN STRUCTURE FF=82.62 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) NO P A R K I N G NO P A R K I N G NO PA R K I N G (E) PRESCHOOL BUILDING AREA 2941 SF. BE W L E Y S T R E E T FR O N T Y A R D N. B E W L E Y S T R E E T SEE DETAIL "A" ON SHEET 8 914 BEWLEY ST. SEE DETAIL "B" HEREON EXISTING BUILDING TO REMAIN (FF=81.60 ) AP N : 1 9 8 - 2 3 1 - 1 6 9 1 3 N . H A R B O R B L V D . APN: 198-231-14 3633 W. HAZARD AVE. APN: 198-231-07 3631 W. HAZARD AVE. APN: 198-231-12 3627 W. HAZARD AVE. APN: 198-231-11 910 N. BEWLEY ST. APN: 198-231-09 926 N. BEWLEY ST. N UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR: PUBLIC WORKS AGENCY REVISIONS REFERENCES Underground Service Alert of Southern California Know what's below. before you dig.Call R S.I. - SITE IMPROVEMENT PLAN C.7 N 9 FLARED CONCRETE V-GUTTER Geotechnical Review: 914-918 N Bewley St5/8/2025 916 N. BEWLEY PROPOSED ADU ADMIN STRUCTURE FF=82.62 UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR: PUBLIC WORKS AGENCY REVISIONS REFERENCES Underground Service Alert of Southern California Know what's below. before you dig.Call R S.I. - BLOW-UP DETAILS C.8 N 914-918 N Bewley St5/8/2025 NO PARKING NO PARKINGLOADING ONLY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) PROPOSED ADMIN STRUCTURE FF=82.62 EXISTING BUILDING TO BE REMODELED (FF=82.62 ) NO P A R K I N G NO P A R K I N G SEE DETAIL "B" HEREON (E) PRESCHOOL BUILDING AREA 2941 SF. FR O N T Y A R D PROPOSED ADMIN STRUCTURE FF=82.62 ST O R M D R A I N P L A N C.8 N JO B N O : DA T E : RE V I S I O N # : CH E C K E D : DA T E : DR A W N : DA T E : NO . D E S C R I P T I O N B Y D A T E C H K RE V I S I O N S 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 70 1 N . P a r k c e n t e r D r i v e Sa n t a A n a , C A 9 2 7 0 5 p: 7 1 4 / 5 6 0 / 8 2 0 0 f : 7 1 4 / 5 6 0 / 8 2 1 1 ww w . t a i t . c o m Si n c e 1 9 6 4 Lo s A n g e l e s On t a r i o Sa c r a m e n t o Sa n D i e g o Sa n F r a n c i s c o Bo i s e Da l l a s De n v e r Ph o e n i x Po r t l a n d 91 4 - 9 1 8 N B E W L E Y S T R E E T CI T Y O F S A N T A A N A , C A 9 2 7 0 3 WE S T G R O U P D E S I G N S 19 9 0 0 M A C A R T H U R B L V D , S U I T E 1 0 0 0 IR V I N E , C A 9 2 6 1 2 UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR:UNDERGROUND SERVICE ALERT TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. N 914-918 N Bewley St5/8/2025 UNAUTHORIZED CHANGES & USES:ENGINEERS NOTE TO CONTRACTOR: PUBLIC WORKS AGENCY REVISIONS REFERENCES Underground Service Alert of Southern California Know what's below. before you dig.Call R S.I. - SITE IMPROVEMENT DETAILS C.9 CONCRETE PAVEMENT1 8 0" CONCRETE CURB 16 CONCRETE DOWELING DETAIL ” a. b. c. d. 19 GRADED SWALE Geotechnical Review: 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 MV MV E-0.1 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 FACP SD F F J F FATC X.X X P1 X FD-SD ELECTRICAL SYMBOL LIST AND ABBREVIATIONS 2 1 1 1 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 MV MV E-0.2 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 · · · · · · · · · · ELECTRICAL SPECIFICATIONS 914-918 N Bewley St5/8/2025 M UN I T 4 PA N E L P A 4 15 0 A / 2 P M UN I T 3 PA N E L P A 3 15 0 A / 2 P M UN I T 1 PA N E L P A 1 15 0 A / 2 P M UN I T 2 PA N E L P A 2 15 0 A / 2 P 400A BUS UGPS 42K AIC 50A 2P 42K AIC PANEL 'HPA' , 4 2 K A I C , 4 2 K A I C , 4 2 K A I C 400A 2P 400AT 400AF M 6 UNITS , 4 2 K A I C BUILDING A - 'MSA' SERVICE ENTRANCE EQUIPMENT 400AMP, 120/240V, 1Ø, 3W 42,000 RMS SYM 120/240V-1Ø-3W 3"CO OR EQUIVALENT TO UTILITY TRANSFORMER AS DIRECTED BY UTILITIES M UN I T 5 PA N E L P A 5 15 0 A / 2 P , 4 2 K A I C 3/4"C - 1#1/0 M UN I T A D U PA N E L A D U 15 0 A / 2 P , 4 2 K A I C UN I T PA N E L AD U S AUTO SWITCH SOLAR EQP. BLOCK FFFHP A FA FB FC FD FE FS M UN I T 9 PA N E L P B 9 15 0 A / 2 P M UN I T 8 PA N E L P B 8 15 0 A / 2 P M UN I T 6 PA N E L P B 6 15 0 A / 2 P M UN I T 7 PA N E L P B 7 15 0 A / 2 P 400A BUS UGPS 42K AIC , 4 2 K A I C , 4 2 K A I C , 4 2 K A I C 400A 2P 400AT 400AF 6 UNITS , 4 2 K A I C BUILDING B - 'MSB' SERVICE ENTRANCE EQUIPMENT 400AMP, 120/240V, 1Ø, 3W 42,000 RMS SYM 120/240V-1Ø-3W SPACE 2 3"CO OR EQUIVALENT TO UTILITY TRANSFORMER AS DIRECTED BY UTILITIES M UN I T 1 0 PA N E L P B 1 0 15 0 A / 2 P , 4 2 K A I C M UN I T 1 1 PA N E L P B 1 1 15 0 A / 2 P , 4 2 K A I C 3/4"C - 1#1/0 FA FB FC FD FE FF WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 MV MV E-0.3 4/9/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 3 PLAN CHECK CORRECTIONS 04-04-2025 KEYNOTES SINGLE LINE DIAGRAM 1 NONESINGLE DIAGRAM - BUILDING A - 'MSA' 1 NONESINGLE LINE DIAGRAM - BUILDING B - 'MSB' “ S — 2 NONESOLAR EQUIPMENT DETAIL 3 3 PLAN CHECK - 04/09/2025 4/09/25 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 MV MV E-0.4 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 LOAD CALCULATION 1 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 MV MV E-0.5 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 PANEL INDEX PA1 PA2 PA3,PA4,PA5 ADU S HPA BLDG. A PANEL SCHEDULES 1 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 MV MV E-0.6 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 DESCRIPTIONTYPE LAMP(S) LIGHTING FIXTURE SCHEDULE FINISH REMARKS MANUFACTURER & NO.LUMENS/WATTS H.E 70 LM/W 50 LM/W 50 LM/W 50 LM/W BLDG. B PANEL SCHEDULES PANEL INDEX PA6 PA7,PA8 PA9,PA10,PA11 - 1 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 MV MV E-0.7 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 2 FIRE RATED DETAIL 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 MV MV E-0.8 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 2 1 TYPICAL OUTLET/CONDUIT INSTALLATION IN 1HR RATED WALL DETAIL SCALE: NTS FIRE RATED DETAIL 914-918 N Bewley St5/8/2025 PR O P O S E D R E M O D E L 2- S T O R Y 5 M I X E D U N I T S PR O P O S E D R E M O D E L 2- S T O R Y 6 M I X E D U N I T S (N ) B A C K P A T I O (E) WALKWAY (E ) P R E S C H O O L B U I L D I N G A R E A 2 9 4 1 S F . BE W L E Y S T R E E T FR O N T Y A R D 2 3 4 5 6 7 8 (N ) A D U LOADING ONLY 1 11 10 9 8 7 6 5 3 2 13 14 15 16 17 18 1 4 12 HPA-2 3/4"C - 2#10 & 1#10 GND HOUSE METER HPA NEMA 3R 26.19" 82.69" UGPS METER BANK NEMA 3R 26.19" 60.27" UGPS METER BANK NEMA 3R HPA-5 3/4"C - 2#12 & 1#12 GND HPA-3 3/4"C - 2#12 & 1#12 GND HPA-1 3/4"C - 2#12 & 1#12 GND HPWH-1 HPWH-1 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 MV MV E-1.1 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 SHEET KEYNOTES 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 E-1.1 A E-1.1 B E-1.1 C 1 1" = 20'-0"ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN C 1/2" = 1'-0"STORAGE LOCATION B 1/2" = 1'-0"BUILDING B METER LOCATIONSA 1/2" = 1'-0"BUILDING A METER LOCATIONS GENERAL NOTES NORTH NORTH NORTHNORTH 914-918 N Bewley St5/8/2025 UNIT 1 BACK PATIO UNIT 1 UNIT 2 25 9' - 0"9' - 0" 9' - 0" 9' - 0" 8' - 6" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 0" 9' - 0" 9' - 0" 8' - 0" FJ F J F J F J F J SECOND FLOOR PLAN SCALE: 3/16"=1'-0" REF W/D W/D W/D REF REF UNIT 3 UNIT 4 UNIT 5 (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) DINING ROOM (N) KITCHEN (N) BEDROOM 1 (N) MASTER BEDROOM (N) BATHROOM 9' - 0"9' - 0" 9' - 0" 8' - 0" 8' - 6" 8' - 0" 9' - 0" 9' - 0" 8' - 0" 9' - 0" 8' - 6" 8' - 0" 8' - 0" 8' - 6"8' - 0" 9' - 0" 9' - 0" 9' - 0" DN UP UNIT 1 UNIT 8 UNIT 1 UNIT 2 UNIT 6 UNIT 7 UNIT 8 REF W/D W/D W/D W/D W/D W/D REF REF REF REF REF UNIT 3 UNIT 4 UNIT 5 UNIT 9 UNIT 10 UNIT 11 (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) DINING ROOM (N) KITCHEN (N) BEDROOM 1 (N) MASTER BEDROOM (N) BATHROOM (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) DINING ROOM (N) KITCHEN (N) BEDROOM 1 (N) MASTER BEDROOM (N) BATHROOM WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 MV MV E-2.1 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 SHEET KEYNOTES 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 — · · · · 1/16" = 1'-0"B BUILDING SECOND FLOOR E-2.1 1 E-2.2 1 E-2.1 2 E-2.2 2 MECHANICAL CONNECTION SCHEDULE MECHANICAL CONNECTION SCHEDULE GENERAL NOTES BUILDING A UNITS FLOOR PLAN A 1/16" = 1'-0"BUILDING 1ST FLOOR B 1/16" = 1'-0"BUILDING 2ND FLOOR B 1/4"=1'-0"BUILDING A 1ST FLOORC 1/4" = 1'-0"BUILDING A 2ND FLOOR NORTH NORTH NORTHNORTH 914-918 N Bewley St5/8/2025 REF REF WH WH 9' - 0"9' - 0" 8' - 0" 8' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 0" 9' - 0" 8' - 0"9' - 0"9' - 0" 9' - 0" 8' - 0" 8' - 0" 8' - 0" 9' - 0" 8' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 6" 8' - 0" DN UP UNIT 8 (E) STORAGE UNIT 6 UNIT 7 UNIT 8 F J F J F J F J F J F J 9' - 0"9' - 0" 9' - 0" 8' - 0" 8' - 6" 8' - 0" 9' - 0" 9' - 0" 8' - 6"8' - 0" 9' - 0" 8' - 0" 8' - 0" 8' - 0" 9' - 0" 8' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" W/D W/D W/DREF REF REF UNIT 9 UNIT 10 UNIT 11 (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) DINING ROOM (N) KITCHEN (N) BEDROOM 1 (N) MASTER BEDROOM (N) BATHROOM WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 MV MV E-2.2 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 SHEET KEYNOTES 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 — · · · · MECHANICAL CONNECTION SCHEDULE GENERAL NOTES BUILDING B UNITS FLOOR PLAN 1 1/4" = 1'-0"BLDG B. 1ST FLOOR2 1/4" = 1'-0"BLDG B. 2ND FLOOR MECHANICAL CONNECTION SCHEDULE NORTHNORTH 914-918 N Bewley St5/8/2025 RE F LIVING ROOM BATHROOM BEDROOM KITCHEN J J F F KITCHEN LIVING ROOM BEDROOM BATHROOM SLOPE SLOPE SOLAR READY ROOF AREA 195 SF WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 MV MV E-2.3 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 SHEET KEYNOTES 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 ADU UNIT FLOOR PLANS A 1/2" = 1'-0"LIGHTING PLANC 1/2" = 1'-0" POWER PLAN — · · · · GENERAL NOTES MECHANICAL CONNECTION SCHEDULE B 1/2" = 1'-0" ROOF PLAN NORTHNORTHNORTH 1 1 1 1 1 1 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 M-0.1 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 DESCRIPTIONSHT.NO. SHEET INDEX APPLICABLE CODES MECHANICAL LEGEND GENERAL NOTES & LEGEND RESIDENTIAL GENERAL NOTES GENERAL NOTESRESIDENTIAL MECHANICAL SYSTEM NOTES COMMISSIONING AND AIR BALANCING REQUIREMENTS SHOP DRAWINGS REQUIREMENTS NOTES FOR PLAN CHECKER 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 M-0.2 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 EXHAUST FAN SCHEDULE TAG MANUFACTURER SERVING CFM ESP (W.G)FAN RPM POWER (HP)SUPPLY VOLTAGE WEIGHT LBS NOTES EF-1 PANASONIC WHISPERSENSE DC OR EQUAL BATHROOM 110 0.25 -20 W 115/1/60 15 PROVIDE EXHAUST FAN WITH MOTION SENSOR AND HUMIDITY CONTROL IN COMPLIANCE WITH CALGREEN CODE SECTION 4.506.1. FAN SHALL RUN BASED ON MOTION SENSOR AND HUMIDITY SETTING. DUCT SIZING SCHEDULE CFM RANGE DUCT SIZE REMARKS INSULATION SINGLE ZONE SPLIT HEAT PUMP SCHEDULE OUTDOOR UNIT TAG MANUFACTURER MODEL NO. NOMINAL TONNAGE COOLING CAPACITY HEATING CAPACITY ELECTRICAL WT (LBS.) INDOOR UNIT TAG MFG & MODEL NO. AREA SERVED S.A. CFM ESP ("W.C.) ELECTRICAL WT (LBS.) REMARKS TOTAL MBH SEN. MBH SEER EER CAP. @ 47°F MBH CAP. @ 17°F MBH HSPF MCA MOCP VOLT/PH/Hz WATTS VOLT/PH/Hz HP-1 LG LUU249HV 2.0 24.0 18.14 19.0 12.0 27.0 17.5 10.5 20.0 30.0 208-230/1/60 130 FC-1 LG LHN248HV UNIT 1 800 0.59 252 208-230/1/60 58.6 - HP-2 LG LUU189HV 1.5 18.0 13.6 18.0 11.5 20.0 12.7 10.0 20.0 30.0 280-230/1/60 130 FC-2 LG LDN187HV4 UNIT 2 600 0.2 216 208-230/1/60 48.5 - HP-3 LG LUU189HV 1.5 18.0 13.6 18.0 11.5 20.0 12.7 10.0 20.0 30.0 280-230/1/60 130 FC-3 LG LDN187HV4 UNIT 3 600 0.2 216 208-230/1/60 48.5 - HP-4 LG LUU189HV 1.5 18.0 13.6 18.0 11.5 20.0 12.7 10.0 20.0 30.0 280-230/1/60 130 FC-4 LG LDN187HV4 UNIT 4 600 0.2 216 208-230/1/60 48.5 - HP-5 LG LUU189HV 1.5 18.0 13.6 18.0 11.5 20.0 12.7 10.0 20.0 30.0 280-230/1/60 130 FC-5 LG LDN187HV4 UNIT 5 600 0.2 216 208-230/1/60 48.5 - HP-6 LG LUU249HV 2.0 24.0 18.1 19.0 12.0 27.0 17.5 10.5 20.0 30.0 280-230/1/60 130 FC-6 LG LHN248HV UNIT 6 800 0.59 252 208-230/1/60 58.6 - HP-7 LG LUU189HV 1.5 18.0 13.6 18.0 11.5 20.0 12.7 10.0 20.0 30.0 280-230/1/60 130 FC-7 LG LDN187HV4 UNIT 7 600 0.2 216 208-230/1/60 48.5 - HP-8 LG LUU189HV 1.5 18.0 13.6 18.0 11.5 20.0 12.7 10.0 20.0 30.0 280-230/1/60 130 FC-8 LG LDN187HV4 UNIT 8 600 0.2 216 208-230/1/60 48.5 - HP-9 LG LUU189HV 1.5 18.0 13.6 18.0 11.5 20.0 12.7 10.0 20.0 30.0 280-230/1/60 130 FC-9 LG LDN187HV4 UNIT 9 600 0.2 216 208-230/1/60 48.5 - HP-10 LG LUU189HV 1.5 18.0 13.6 18.0 11.5 20.0 12.7 10.0 20.0 30.0 280-230/1/60 130 FC-10 LG LDN187HV4 UNIT 10 600 0.2 216 208-230/1/60 48.5 - HP-11 LG LUU189HV 1.5 18.0 13.6 18.0 11.5 20.0 12.7 10.0 20.0 30.0 280-230/1/60 130 FC-11 LG LDN187HV4 UNIT 11 600 0.2 216 208-230/1/60 48.5 - HP-12 LG LUU189HV 1.5 18.0 13.6 18.0 11.5 20.0 12.7 10.0 20.0 30.0 280-230/1/60 130 FC-12 LG LDN187HV4 ADU 600 0.2 216 208-230/1/60 48.5 - SCALE:CONNECTION TO STRUCTURE NTS 1SCALE:AIR DISTRIBUTION DETAIL NTS 3 SCALE:ROUND DUCT SUPPORT DETAIL NTS 2SCALE:T-STAT MOUNTING DETAIL NTS 4 SCALE:CONDENSATE DRAIN TO TRAP DETAIL NTS 5 SCALE:FAN COIL INSTALLATION NTS 6 SCHEDULES & DETAILS IAQ CALCULATION (UNIT 1)IAQ CALCULATION (UNIT 2)IAQ CALCULATION (UNIT 3)IAQ CALCULATION (UNIT 4) IAQ CALCULATION (UNIT 5)IAQ CALCULATION (UNIT 6)IAQ CALCULATION (UNIT 7)IAQ CALCULATION (UNIT 8) IAQ CALCULATION (UNIT 9)IAQ CALCULATION (UNIT 10)IAQ CALCULATION (UNIT 11)IAQ CALCULATION (ADU) SCALE:CONDENSATE DRAIN TO TRAP DETAIL NTS 7 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 M-0.3 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 T-24 COMPLIANCE FORMS 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 M-0.4 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 T-24 COMPLIANCE FORMS 1 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 M-0.5 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 T-24 COMPLIANCE FORMS 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 M-0.6 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 MANDATORY MEASURES 914-918 N Bewley St5/8/2025 WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 M-0.7 10/17/23 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. MANDATORY MEASURES 914-918 N Bewley St5/8/2025 DN UP FIRST FLOOR PLAN SCALE: 3/16"=1'-0" REF REF UNIT 5 UNIT 1 UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 LIVING ROOM BEDROOM BATHROOM BEDROOM KITCHEN BATHROOM WASHER/ DRYER CLOSET BEDROOM BEDROOM BATHROOM KITCHEN LIVING ROOM WASHER/ DRYER BEDROOM LIVING ROOM DINING KITCHEN BEDROOM BATHROOM CORRIDOR WASHER/ DRYER KITCHEN DINING BATHROOM CORRIDORBEDROOM LIVING ROOM LIVING ROOM WASHER/ DRYER KITCHEN BATHROOM BEDROOM RESTROOM HALLWAY BEDROOM BEDROOM WASHER/ DRYER STORAGE 9' - 0"9' - 0" 8' - 0" 8' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 0" 9' - 0" 8' - 0"9' - 0"9' - 0" 9' - 0" 8' - 0" 8' - 0" 8' - 0" 9' - 0" 8' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 6" 9' - 0"9' - 0" 9' - 0" 9' - 0" 8' - 6" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 0" 9' - 0" 9' - 0" 8' - 0" 8' - 0" SEE A5-1.2 FOR ENLARGED UNIT PLANS SEE A5-1.1 FOR ENLARGED UNIT PLANS SEE A5-1.4 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 M-2.1 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 SHEET KEYNOTES HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 1ST FLOOR PLAN 1 1/4" = 1'-0"1ST FLOOR PLAN GENERAL NOTES NORTH 2 2 914-918 N Bewley St5/8/2025 SECOND FLOOR PLAN SCALE: 3/16"=1'-0" UNIT 7 UNIT 9 UNIT 10 UNIT 11 UNIT 6 UNIT 8 LIVING & DINING ROOM BEDROOM KITCHEN BATHROOM BEDROOM KITCHEN WASHER/ DRYER WASHER/ DRYER BATHROOM LIVING & DINING ROOM BEDROOM BEDROOM BATHROOM KITCHEN WASHER/ DRYER BEDROOM BEDROOM LIVING & DINING ROOM BEDROOM BEDROOM LIVING & DINING ROOM BATHROOM KITCHEN BEDROOM BEDROOM LIVING & DINING ROOM BATHROOM KITCHEN WASHER/ DRYER WASHER/ DRYER BEDROOMBEDROOM LIVING & DINING ROOM BATHROOM KITCHEN WASHER/ DRYER 9' - 0"9' - 0" 9' - 0" 8' - 0" 8' - 6" 8' - 0" 9' - 0" 9' - 0" 8' - 6"8' - 0" 9' - 0" 8' - 0" 8' - 0" 8' - 0" 9' - 0" 8' - 6" 9' - 0" 9' - 0" 9' - 0"9' - 0" 9' - 0" 8' - 0" 8' - 6" 8' - 0" 9' - 0" 9' - 0" 8' - 0" 9' - 0" 8' - 6" 8' - 0" 8' - 0" 8' - 6"8' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" SEE A5-1.6 FOR ENLARGED UNIT PLANS SEE A5-1.6 FOR ENLARGED UNIT PLANS SEE A5-1.6 FOR ENLARGED UNIT PLANS SEE A5-1.6 FOR ENLARGED UNIT PLANS SEE A5-1.6 FOR ENLARGED UNIT PLANS SEE A5-1.6 FOR ENLARGED UNIT PLANS WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 M-2.2 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 SHEET KEYNOTES HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 2ND FLOOR PLAN 1 1/4" = 1'-0"2ND FLOOR PLAN GENERAL NOTES NORTH 2 2 914-918 N Bewley St5/8/2025 SLOPESLOPE SOLAR READY ROOF AREA 195 SF SLOPESLOPE SLOPE SLOPE KITCHEN LIVING ROOM BEDROOM BATHROOM SLOPESLOPE WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 M-2.3 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 SHEET KEYNOTES HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 ADU PLANS A 1/2" = 1'-0"FLOOR PLANB 1/2" = 1'-0"ROOF PLAN GENERAL NOTES NORTHNORTH 2 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 P-0.1 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 SHEET INDEX APPLICABLE CODES GENERAL NOTESPIPING MATERIALSGREEN BUILDING CODE REQUIREMENTS “” “” ’ ’ ’ ’ (NOT ALL NOTES MAY APPLY) GREEN BUILDING CODE REQUIREMENTS (NOT ALL NOTES MAY APPLY) GREEN BUILDING CODE REQUIREMENTS (NOT ALL NOTES MAY APPLY) GENERAL NOTES, LEGEND AND SHEET INDEX SCOPE OF WORK 2 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 P-0.2 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 HYDRAULIC CALCULATION WATER SYSTEM DEMAND FRICTION LOSS CALCULATION DOMESTIC WATER PIPE SIZING CHART VALVES SCHEDULE CIRCULATING PUMP WATER HEATER GAS DEMAND SCHEDULE GAS PIPE SCHEDULE PLUMBING EQUIPMENT SCHEDULEOVER ALL FIXTURE UNIT CALCULATION CALCULATIONS & SCHEDULES THERMAL EXPANSION TANK WATER HEATER AND STORAGE TANK CALCULATION WATER HEATER CALCULATION - HPWH-1 GAS TANKLESS WATER HEATER DOMESTIC HOT WATER STORAGE TANK SCHEDULE fi 914-918 N Bewley St5/8/2025 PR O P O S E D R E M O D E L 2- S T O R Y 5 M I X E D U N I T S PR O P O S E D R E M O D E L 2- S T O R Y 6 M I X E D U N I T S (N ) B A C K P A T I O (E) WALKWAY (E ) P R E S C H O O L B U I L D I N G A R E A 2 9 4 1 S F . BE W L E Y S T R E E T FR O N T Y A R D 2 3 4 5 6 7 8 (N ) A D U LOADING ONLY 1 11 10 9 8 7 6 5 3 2 13 14 15 16 17 18 1 4 12 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 P-1.1 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 SHEET KEYNOTES HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 SITE PLAN 1SITE PLAN 1"=15'-0" NORTH 914-918 N Bewley St5/8/2025 DN UP UNIT 1 UNIT 8 (E) STORAGE BACK PATIO UNIT 1 UNIT 2 UNIT 6 UNIT 7 UNIT 8 FIRST FLOOR PLAN SCALE: 3/16"=1'-0" WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 P-2.1 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 SHEET KEYNOTES HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 WASTE & VENT 1ST FLOOR PLAN 1 1/4" = 1'-0"WASTE & VENT 1ST FLOOR PLAN GENERAL NOTES NORTH 914-918 N Bewley St5/8/2025 SECOND FLOOR PLAN SCALE: 3/16"=1'-0" REF W/D W/D W/D W/D W/D W/D REF REF REF REF REF UNIT 3 UNIT 4 UNIT 5 UNIT 9 UNIT 10 UNIT 11 (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) DINING ROOM (N) KITCHEN (N) BEDROOM 1 (N) MASTER BEDROOM (N) BATHROOM (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) DINING ROOM (N) KITCHEN (N) BEDROOM 1 (N) MASTER BEDROOM (N) BATHROOM WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 P-2.2 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 SHEET KEYNOTES HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 WASTE & VENT 2ND FLOOR PLAN 1 1/4" = 1'-0"WASTE & VENT 2ND FLOOR PLAN GENERAL NOTES NORTH 914-918 N Bewley St5/8/2025 DN UP UNIT 1 UNIT 8 (E) STORAGE BACK PATIO UNIT 1 UNIT 2 UNIT 6 UNIT 7 UNIT 8 FIRST FLOOR PLAN SCALE: 3/16"=1'-0" WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 P-2.3 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 SHEET KEYNOTES HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 HOT & COLD WATER 1ST FLOOR PLAN 1 1/4" = 1'-0"HOT & COLD WATER 1ST FLOOR PLAN GENERAL NOTES NORTH 914-918 N Bewley St5/8/2025 SECOND FLOOR PLAN SCALE: 3/16"=1'-0" REF W/D W/D W/D W/D W/D W/D REF REF REF REF REF UNIT 3 UNIT 4 UNIT 5 UNIT 9 UNIT 10 UNIT 11 (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) DINING ROOM (N) KITCHEN (N) BEDROOM 1 (N) MASTER BEDROOM (N) BATHROOM (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) MASTER BEDROOM (N) BEDROOM 1 (N) DINING ROOM (N) KITCHEN (N) BATHROOM (N) DINING ROOM (N) KITCHEN (N) BEDROOM 1 (N) MASTER BEDROOM (N) BATHROOM WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 P-2.4 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 SHEET KEYNOTES HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 HOT & COLD WATER 2ND FLOOR PLAN 1 1/4" = 1'-0"HOT & COLD WATER 2ND FLOOR PLAN GENERAL NOTES NORTH 914-918 N Bewley St5/8/2025 LIVING ROOM BATHROOM BEDROOM KITCHEN SLOPESLOPE SOLAR READY ROOF AREA 195 SF RE F LIVING ROOM BATHROOM BEDROOM KITCHEN WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 P-2.5 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 SHEET KEYNOTES HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 GENERAL NOTES ADU PLUMBING PLANS B 1/2"=1'-0"PLUMBING FLOOR PLAN - WATER C 1/2"=1'-0"PLUMBING ROOF PLANA 1/2"=1'-0"PLUMBING FLOOR PLAN - WASTE & VENT NORTHNORTHNORTH 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 P-3.1 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 SCALE:1PLUMBING COLD WATER RISER DIAGRAM NONE PLUMBING RISER DIAGRAMS SCALE:2ADU PLUMBING COLD WATER RISER DIAGRAM NONE SCALE:4PLUMBING HOT WATER RISER DIAGRAM NONE SCALE:3ADU PLUMBING HOT WATER RISER DIAGRAM NONE 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 P-3.2 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 SCALE:1PLUMBING WASTE & VENT RISER DIAGRAM NONE SCALE:2PLUMBING WASTE & VENT RISER DIAGRAM NONE SCALE:3PLUMBING GAS RISER DIAGRAM NONE PLUMBING RISER DIAGRAMS 914-918 N Bewley St5/8/2025 WD PROJ. #DRAWN BY:CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 P-4.1 3/18/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 918 BEWLEY STREET, SANTA ANA, CA 92703 HS HS 4095 E La Palma Ave, Suite F, Anaheim, CA 90807 Ph: (714) 321.3068 E-mail: hsheth@h2sengineers.comwww.h2sengineers.com Mechanical and Electrical Engineers H2S Engineers Inc. BACK-CHECK SET 02-14-2025 1 PLAN CHECK CORRECTIONS 02-19-2025 2 PLAN CHECK CORRECTIONS 03-14-2025 PLUMBING DETAILS SCALE:6HOT WATER RECIRCULATING PUMP PIPING DETAIL NONE FINISHED WALL SURFACE TO COMPLETELY COVER OPENING AGAINST WALL AND OF SIZE FINISHED ESCUTCHEON PLATE FLUSH SCALE:4PIPING THRU WALL NONESCALE:7TYPICAL PIPE SUPPORT DETAIL NONE SCALE:1PIPE THRU ROOF NONE SCALE:5FLOOR AND WALL CLEAN OUT NONE SCALE:3EQUIPMENT GAS CONNECTION NONE SCALE:2TRAP PRIMER DETAIL NONESCALE:8HEAT PUMP WATER HEATER DETAIL NTS SCALE:9TANKLESS GAS WATER HEATER DETAIL NTS 914-918 N Bewley St5/8/2025 STRUCTURAL CALCULATIONS for Illumination Foundation Plan Check #1 918 Bewley St Santa Ana, CA 92703 for Westgroup Designs 19520 Jamboree Road Irvine, CA 92612 by MHP, Inc. Structural Engineers Long Beach, California February 19, 2025 MHP JN: 23-0221-00 Exp. 3-31-2 No.3503 L I GNE L S NO B A LAE A L I OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCT 6 914-918 N Bewley St5/8/2025 CALCULATION SHEET SUBJECT: DATE: JOB NO: BY: SHEET: H:\2023\230221\4_Engineering\Plan Check #1\Starter Sheets\Table of Contents.docx 3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com Table of Contents Canopy & Stair Structure Vertical Load Carrying Framing Design Roof Framing Design ...............................................................................................................4.1.1 – 4.1.5 Column Design ................................................................................................................... 4.1.24 – 4.1.25 Guardrail Design Wood Guardrail at Decking .....................................................................................................4.3.1 – 4.3.3 Steel Guardrail at Stairs ..........................................................................................................4.3.4 – 4.3.7 Trash Enclosure Masonry Wall Design .............................................................................................................................5.1.1 – 5.1.2 Wall Footing Design ..............................................................................................................................5.1.3 – 5.1.4 Illumination Foundation Feb-2025Feb-2025 23-0221-00 EG 2 914-918 N Bewley St5/8/2025 CALCULATION SHEET SUBJECT:DATE:JOB NO: BY:SHEET: C:\Users\sfigueria\Documents\Blank Calc Sht1 3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com Illumination Foundation 23-0221-0010/23 Gravity Gravity Key Plan - Canopy Roof and Stair Framing REF REF REF REF W/D W/D W/D W/D DN UP W/D DN REF (N) STORAGE SN.01 SN.02 SN.01 TYP.SN.03 SN.01 609 SF UNIT 2 399 SF UNIT 3 811 SF UNIT 5 401 SF UNIT 4 116 124 106 111 115 102 103 101 122 123 11 8 117 114 113 105 104 107 108 120 119 108 109 110 127 112 121100 125 LIVING ROOM BEDROOM B B B B B C B B A B B A B B B B B C B BB A C B B A B C B A B B B B B B B BATHROOM BEDROOM BEDROOM KITCHEN BATHROOM BATHROOM BEDROOM LIVING ROOM BEDROOM KITCHEN LIVING ROOM LIVING ROOM LIVING ROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM KITCHEN KITCHEN KITCHEN BATHROOM BATHROOM BATHROOM 27' - 3" 11' - 11" 4' - 3 3 / 4 " 7' - 8 3 / 4 " 9' - 8 1 / 4 " 6' - 8 1 / 4 " 7' - 1 1 3 / 4 " 11 ' - 2 " 8' - 4 " 12 ' - 4 1 / 2 " 8' - 5 3 / 4 " 3' - 9 " 5' - 8 1 / 4 " 3' - 1 1 " 6' - 7 " 4' - 8 " 10 ' - 1 1 / 4 " SN.02 SN.01 14' - 9 1/4" 4' - 8 3 / 4 " 4' - 1 1 1 / 2 " 3' - 2 3 / 4 " 10 ' - 2 " CLOSET A7-1.1 1 A7-1.1 2 A7-1.1 5 A7-1.1 6 9' - 6 " 15 ' - 1 1 1 / 4 " 9' - 9 1 / 4 " 6' - 9 3 / 4 " 6' - 5 1 / 4 " 9' - 6 3 / 4 " 6' - 6 " 11' - 11"15' - 4 1/4"11' - 9 3/4"7' - 4 1/2" 7' - 6" 13' - 2"11' - 9 3/4"15' - 5 1/2" DINING ROOM DINING ROOM 7' - 9 " 64 ' - 6 " 67' - 1" 14 ' - 7 " 63 ' - 1 1 " 12' - 7"26' - 8" 5' - 0" SN.04 SN.04 B B B 130 131 1025 SF UNIT 1 5' - 2 1 / 4 " SEE A5-1.2 FOR ENLARGED UNIT PLANS SEE A5-1.1 FOR ENLARGED UNIT PLANS SEE A5-1.4 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS A 4' - 8 " 3' - 1 1 / 4 " 3' - 1 1 3 / 4 " 7' - 7 " 5' - 9"3' - 3 3/4"3' - 4 1/2" 4' - 9 1 / 2 " 6' - 4 3 / 4 " 5' - 5 1 / 4 " 4' - 8 1 / 4 " 11 ' - 3 " 4' - 7 " 4' - 7 1 / 4 " 6' - 7 1 / 4 " 4' - 3 1 / 2 " 2' - 1 3 / 4 " 3' - 9 1 / 2 " 6' - 2"4' - 11 1/2" 5' - 1 " 1' - 1 0 1 / 4 " 5' - 0 1 / 4 " 1' - 1 1 1 / 2 " 4' - 9 1 / 4 " 4' - 9 1 / 2 " 1' - 7 1 / 4 " 4' - 5 3 / 4 " 5' - 4 3 / 4 " 5' - 5"5' - 5" 5' - 5"5' - 3 3/4" 2ND FLOOR PLAN (E) FLOOR FRAMING (E) FLOOR FRAMING 21 ' - 4 " 21 ' - 4 " (E) ROOF FRAMING C1 C2 8'-8" 14 ' - 3 " DL: 0.52k LL: 0.65k Total: 1.17k 4'-2" 12'-8" 4'-2" 7' - 2 " 4'-0" 4'-2"4'-2"4'-2" 21 ' - 1 0 1 / 4 " 6'-4"6'-4" 4'-0" 4'-2" 1'-11" 2'-2" 3' - 7 " DL=10 psfx4'/2 = 20 plf LL=60 psf x 4'/2 = 120 plf use 1/4 of balcony length: 21.83'/4 = 5.46' pt load at landing beam @ 4': DL=110lb LL=655lb Stair Stringer, projected L=23.6': DL=10 psf x 4.167'/2 = 21 plf DL, self wt: 22.4 plf LL=60 psf x 4.167'/2 = 125plf 23.6'/2=11.8' pt load @ landing beam @ 4.1667': DL=512lb LL=1475lb DL=10 psfx 4.167'/2 = 21 plf LL=60 psf x 4.167'/2 = 125 plf DL=10 psfx4.17'/2 = 21 plf LL=60 psf x 4.17'/2 = 125 plf use 1/4 of balcony length: 21.83'/4 = 5.46' pt load at landing beam @ 2.1667': DL=115lb LL=683lb 21 ' - 1 0 1 / 4 " DL: 0.23k LL: 0.86k DL+LL: 1.09k DL: 0.21k LL: 0.80k DL+LL: 1.01k DL: 1.5k LL: 5.36k DL+LL: 6.86k 4' - 0 " 5' - 0 " 1'-0"2' - 0 " 27'-2"27'-2" B3 B4 B1 B2 Column 8'-10" 9'-0" Stair Stringer, projected L=23.6': DL=10 psf x 4.167'/2 = 21 plf DL, self wt: 22.4 plf LL=60 psf x 4.167'/2 = 125plf 23.6'/2=11.8' pt load @ landing beam @ 1.9167': DL=512lb LL=1475lb 21.33' 10' L=23.6' 12'-8" B5 B6 4' - 5 " 10'-9"5'-10"9'-2"6'-3"10'-7" 3'-9" 9' - 3 " B7 B8 6'-1" B94'-8" DL=0.19k+0.15k=0.34k LL=0.86k+0.74k=1.6k 4.1.14.1.1 914-918 N Bewley St5/8/2025 Wood Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:C1 - canopy beam Project File: 23-0221-00 (Plan Check #1).ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Completely Unbraced Allowable Stress Design Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width = 7.250 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.480: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 4.500 ft 45.24 psi= = 1,322.67 psi 4x10Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 4x10 Maximum Shear Stress Ratio 0.201 : 1 8.245 ft= = 634.79 psi Maximum Deflection 1852 <240 1030 Ratio =0 <180 Max Downward Transient Deflection 0.058 in 0 Ratio =>=240 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.105 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 0.99Length = 9.0 ft 1 0.294 0.124 0.90 1.200 1.001.00 1.00 1.17 281.8 959.1 0.43 162.01.00 20.11.00 0.99+D+Lr 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 0.98Length = 9.0 ft 1 0.480 0.201 1.25 1.200 1.001.00 1.00 2.64 634.8 1,322.7 0.98 225.01.00 45.21.00 0.98+D+0.750Lr 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 0.98Length = 9.0 ft 1 0.413 0.173 1.25 1.200 1.001.00 1.00 2.27 546.5 1,322.7 0.84 225.01.00 39.01.00 0.98+0.60D 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 0.97Length = 9.0 ft 1 0.101 0.042 1.60 1.200 1.001.00 1.00 0.70 169.1 1,678.5 0.26 288.01.00 12.11.00 . 4.1.2 914-918 N Bewley St5/8/2025 Wood Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:C1 - canopy beam Project File: 23-0221-00 (Plan Check #1).ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.1048 4.533 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 1.173 1.173 Max Upward from Load Combinations 1.173 1.173 Max Upward from Load Cases 0.653 0.653 D Only 0.521 0.521 +D+Lr 1.173 1.173 +D+0.750Lr 1.010 1.010 +0.60D 0.313 0.313 Lr Only 0.653 0.653 4.1.3 914-918 N Bewley St5/8/2025 Wood Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:C2 canopy rafter Project File: 23-0221-00 (Plan Check #1).ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Completely Unbraced Allowable Stress Design Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width = 2.0 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.788: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 7.125 ft 37.96 psi= = 1,236.11 psi 3x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 3x8 Maximum Shear Stress Ratio 0.169 : 1 13.678 ft= = 973.54 psi Maximum Deflection 581 <360 332 Ratio =0 <180 Max Downward Transient Deflection 0.294 in 0 Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.514 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 0.95Length = 14.250 ft 1 0.450 0.100 0.90 1.200 1.001.00 1.00 0.76 417.2 928.0 0.20 162.01.00 16.31.00 0.95+D+Lr 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 0.92Length = 14.250 ft 1 0.788 0.169 1.25 1.200 1.001.00 1.00 1.78 973.5 1,236.1 0.46 225.01.00 38.01.00 0.92+D+0.750Lr 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 0.92Length = 14.250 ft 1 0.675 0.145 1.25 1.200 1.001.00 1.00 1.52 834.5 1,236.1 0.39 225.01.00 32.51.00 0.92+0.60D 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 0.85Length = 14.250 ft 1 0.170 0.034 1.60 1.200 1.001.00 1.00 0.46 250.3 1,475.6 0.12 288.01.00 9.81.00 . Previously 4x4 4.1.4 914-918 N Bewley St5/8/2025 Wood Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:C2 canopy rafter Project File: 23-0221-00 (Plan Check #1).ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.5143 7.177 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.499 0.499 Max Upward from Load Combinations 0.499 0.499 Max Upward from Load Cases 0.285 0.285 D Only 0.214 0.214 +D+Lr 0.499 0.499 +D+0.750Lr 0.428 0.428 +0.60D 0.128 0.128 Lr Only 0.285 0.285 4.1.5 914-918 N Bewley St5/8/2025 Wood Column LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:canopy landing column - wood option Project File: 23-0221-00 (Plan Check #1).ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: .Code References Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Wood Section Name 4x4Analysis Method : 11Overall Column Height ft Allowable Stress Design ( Used for non-slender calculations )Allow Stress Modification Factors End Fixities Top & Bottom Pinned Wood Species Douglas Fir-Larch Wood Grade No.1 Fb +1,000.0 1,000.0 psi 1,500.0 625.0 180.0 675.0 31.210 psi Fv psi Fb -Ft psi Fc - Prll psi psi Density pcf Fc - Perp E : Modulus of Elasticity . . . 1,700.0 620.0 1,700.0 620.0 Cfu : Flat Use Factor 1.0 Cf or Cv for Tension 1.50 Use Cr : Repetitive ? Kf : Built-up columns 1.0 Exact Width 3.50 in Exact Depth 3.50 in Area 12.250 in^2 Ix 12.505 in^4 Iy 12.505 in^4 Wood Grading/Manuf.Graded Lumber Wood Member Type Sawn Ct : Temperature Factor 1.0 Cf or Cv for Compression 1.150 1,700.0 Axial Cm : Wet Use Factor 1.0 Cf or Cv for Bending 1.50 x-x Bending y-y Bending ksi No Minimum Basic ABOUT Y-Y Axis: Luy = 11.0 ft, Ky = 1.0 ABOUT X-X Axis: Lux = 11.0 ft, Kx = 1.0 Column Buckling Condition: .Service loads entered. Load Factors will be applied for calculations.Applied Loads Column self weight included : 29.205 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 11.0 ft, D = 0.520, Lr = 0.650 k .DESIGN SUMMARY PASS PASS Max. Axial+Bending Stress Ratio =0.2836 Location of max.above base 0.0 ft Applied Axial 1.199 k Applied Mx 0.0 k-ft Load Combination +D+Lr Load Combination +0.60D Bending & Shear Check Results Maximum Shear Stress Ratio = Applied Design Shear 0.0 psi 288.0Allowable Shear psi 0.0 : 1 Bending Compression Tension Location of max.above base 11.0 ft : 1 At maximum location values are . . . Applied My 0.0 k-ft Maximum SERVICE Lateral Load Reactions . . Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Top along X-X 0.0 k Bottom along X-X 0.0 kGoverning NDS Forumla Comp Only, fc/Fc' Maximum SERVICE Load Lateral Deflections . . . Along Y-Y 0.0 in at 0.0 ft above base for load combination :n/a Along X-X 0.0 in at 0.0 ft above base Fc : Allowable 345.149 psi Other Factors used to calculate allowable stresses . . . for load combination :n/a . Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCDCLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus Load Combination Results D Only 0.900 PASS PASS0.0 0.0 11.0 ft0.219 ft0.1321 +D+Lr 1.250 PASS PASS0.0 0.0 11.0 ft0.160 ft0.2836 +D+0.750Lr 1.250 PASS PASS0.0 0.0 11.0 ft0.160 ft0.2452 +0.60D 1.600 PASS PASS0.0 0.0 11.0 ft0.126 ft0.07724 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top My - End Moments Mx - End Moments D Only 0.549 +D+Lr 1.199 +D+0.750Lr 1.037 4.1.24 914-918 N Bewley St5/8/2025 Wood Column LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:canopy landing column - wood option Project File: 23-0221-00 (Plan Check #1).ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top My - End Moments Mx - End Moments +0.60D 0.330 Lr Only 0.650 .Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+Lr 0.0000 0.000 0.000 ftftinin0.000 +D+0.750Lr 0.0000 0.000 0.000 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 Lr Only 0.0000 0.000 0.000 ftftinin0.000 .Sketches 4.1.25 914-918 N Bewley St5/8/2025 CALCULATION SHEET SUBJECT:DATE:JOB NO: BY:SHEET: C:\Users\sfigueria\Documents\Blank Calc Sht1 3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com Illumination Foundation 23-0221-00 Guardrail @ Decking Feb-2025 EG Rail spacing, s = 5'-9" Rail height, H = 3'-6" DTT2Z Rail loading, Vu = 50plf or 200lb point load Vu = 200lb Mmax = Vu*H = 200lb*3'-6" = 700lb-ft Moment arm = 2'-3" + 8" + (1'-6" - 12") = 3.42ft Tmax = 700lb-ft / 3.42ft = 205b Tallow = 1825lb DCR = 205/1825 = 0.11 < 1 OK 4x4 Post See Enercalc below 4.3.1 914-918 N Bewley St5/8/2025 Wood Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:Guardrail (Wood) Project File: 23-0221-00 (Plan Check #1).ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-22 / IBC 2024 (L<=100psf) Material Properties Beam Bracing :Completely Unbraced Allowable Stress Design Douglas Fir - Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-22 / IBC 2024 (L<=100psf) .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load for Span Number 2 Point Load : L = 0.20 k @ 3.50 ft .DESIGN SUMMARY Design N.G. Maximum Bending Stress Ratio 0.784: 1 Load Combination L Only Span # where maximum occurs Span # 1 Location of maximum on span 3.420 ft 25.06 psi= = 1,500.00 psi 4x4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination L Only = = = 180.00 psi== Section used for this span 4x4 Maximum Shear Stress Ratio 0.139 : 1 0.000 ft= = 1,175.51 psi Maximum Deflection 0 <360 182 Ratio =954 >=240 Max Downward Transient Deflection 0 in 0 Ratio =<360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.458 in Ratio =<240 Max Upward Total Deflection -0.043 in fb: Actual F'b fv: Actual F'v n/a n/a Span: 2 : L Only Span: 1 : L Only .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 0.0 0.00 0.00.0 1.00Length = 3.420 ft 1 0.90 1.500 1.001.00 1.00 1,350.0 0.00 162.01.00 0.01.00 1.00Length = 3.50 ft 2 0.90 1.500 1.001.00 1.00 1,350.0 0.00 162.01.00 0.01.00 1.00L Only 1.500 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 3.420 ft 1 0.784 0.139 1.00 1.500 1.001.00 1.00 0.70 1,175.5 1,500.0 0.20 180.01.00 25.11.00 1.00Length = 3.50 ft 2 0.784 0.139 1.00 1.500 1.001.00 1.00 0.70 1,175.5 1,500.0 0.20 180.01.00 25.11.00 1.00+0.750L 1.500 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 3.420 ft 1 0.470 0.084 1.25 1.500 1.001.00 1.00 0.53 881.6 1,875.0 0.15 225.01.00 18.81.00 1.00Length = 3.50 ft 2 0.470 0.084 1.25 1.500 1.001.00 1.00 0.53 881.6 1,875.0 0.15 225.01.00 18.81.00 . 4.3.2 CBC 2022 Table 1604.3: - Length to be taken as 2L for cantilever members - Ratio = 180/2 = 90 - 96 > 90 Therefore,OK 914-918 N Bewley St5/8/2025 Wood Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:Guardrail (Wood) Project File: 23-0221-00 (Plan Check #1).ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections L Only10.0000 0.000 -0.0430 1.987 L Only 2 0.4584 3.500 0.0000 1.987 . Load Combination Support 1 Support 2 Support 3 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.405 Max Upward from Load Combinations 0.304 Max Upward from Load Cases 0.405 Max Downward from all Load Conditio -0.205 Max Downward from Load Combinations -0.154 Max Downward from Load Cases (Resis -0.205 L Only -0.205 0.405 +0.750L -0.154 0.304 4.3.3 914-918 N Bewley St5/8/2025 CALCULATION SHEET SUBJECT:DATE:JOB NO: BY:SHEET: C:\Users\sfigueria\Documents\Blank Calc Sht1 3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com Illumination Foundation 23-0221-00 Guardrail @ Stairs Feb-2025 EG Rail spacing, s = 4'-0" Rail height, H = 3'-6" Shear Length of weld, L = 0.5" (conservative) Rail loading, Vu = max(200lb, 50plf*s) = 200lb = 0.2k ΦRnv = Φ(0.6Fexx)(0.707aL) = 0.75(0.6*70ksi)(0.707*1/8in*0.5in)(2 sides) = 2.78k DCR = Vu/ΦRnv = 0.2k/2.78k = 0.07 OK Flexure Length of weld, L = 1.5" (conservative) Mu = Vu*H = 200lb*3'-6" = 700lb-ft Moment arm, d = 2" Tu = Mu/d = 700lb-ft / 2" = 4200 lb = 4.2k ΦRnt = Φ(0.6Fexx)(0.707aL)(1+0.5sin1.5θ) = 0.75(0.6*70ksi)(0.707*1/8in*1.5in)(1+0.5sin^1.5(90)) = 6.26k DCR = Tu/ΦRnt = 4.2k/6.26k = 0.67 OK Tu and Vu combined: sqrt( 0.2k+4.2k)^ = 4.4kips < ΦRnt OK HSS2x2x1/4 See Enercalc below 4.3.4 HSS 12x4x1/4 Stringer HSS 2x2x1/4 Guardrail H d 914-918 N Bewley St5/8/2025 Steel Column LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:Guardrail (Steel) Project File: 23-0221-00 (Plan Check #1).ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: .Code References Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Steel Stress Grade Top Free, Bottom FixedAnalysis Method : 3.50Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :HSS2x2x1/4 50 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 3.5 ft, K = 2.1 Unbraced Length for buckling ABOUT Y-Y Axis = 3.5 ft, K = 2.1 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 18.813 lbs * Dead Load Factor BENDING LOADS . . . Guardrail: Lat. Point Load at 3.50 ft creating Mx-x, L = 0.20 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.3103 Location of max.above base 0.0 ft 0.02258 k 21.733 k -1.120 k-ft Load Combination +1.20D+1.60L Load Combination +1.20D+1.60L 3.615 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.320 k 0.02346 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k Pu 0.9 * Pn Mu-x Vu : Applied Vn * Phi : Allowable 0.9 * Mn-x : 0.9 * Mn-y : Mu-y 3.615 k-ft 0.0 k-ft Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.0 k Bottom along Y-Y 0.20 k Maximum Load Deflections . . . Along Y-Y 0.2269 in at 3.50 ft above base for load combination :+D+L Along X-X 0.0 in at 0.0 ft above base for load combination : 13.641 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Rx KyLy/Ry +1.40D PASS PASS0.00 0.000 0.00 ftft0.001 1.67 1.00 125.28 125.28 +1.20D+1.60L PASS PASS0.00 0.023 0.00 ftft0.310 1.67 1.00 125.28 125.28 +1.20D+L PASS PASS0.00 0.015 0.00 ftft0.194 1.67 1.00 125.28 125.28 +1.20D PASS PASS0.00 0.000 0.00 ftft0.001 1.67 1.00 125.28 125.28 +0.90D PASS PASS0.00 0.000 0.00 ftft0.001 1.67 1.00 125.28 125.28 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 0.019 +D+L 0.019 0.200 -0.700 +D+0.750L 0.019 0.150 -0.525 +0.60D 0.011 L Only 0.200 -0.700 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 0.019 Minimum"0.200 -0.700 MaximumReaction, X-X Axis Base 0.019 4.3.5 914-918 N Bewley St5/8/2025 Steel Column LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:Guardrail (Steel) Project File: 23-0221-00 (Plan Check #1).ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments Minimum"0.019 MaximumReaction, Y-Y Axis Base 0.019 0.200 -0.700 Minimum"0.019 MaximumReaction, X-X Axis Top 0.019 Minimum"0.019 MaximumReaction, Y-Y Axis Top 0.019 Minimum"0.019 MaximumMoment, X-X Axis Base 0.019 Minimum"0.019 0.200-0.700 -0.700 MaximumMoment, Y-Y Axis Base 0.019 Minimum"0.019 MaximumMoment, X-X Axis Top 0.019 Minimum"0.019 MaximumMoment, Y-Y Axis Top 0.019 Minimum"0.019 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+L 0.0000 0.227 3.500 ftftinin0.000 +D+0.750L 0.0000 0.170 3.500 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 L Only 0.0000 0.225 3.477 ftftinin0.000 .Steel Section Properties :HSS2x2x1/4 R xx = 0.704 in Depth =2.000 in R yy = 0.704 in J =1.310 in^4 Width =2.000 in Wall Thick = 0.250 in Zx =0.964 in^3 Area = 1.510 in^2 Weight =5.375 plf I xx =0.75 in^4 S xx =0.75 in^3Design Thick =0.233 in I yy =0.747 in^4 C =1.410 in^3 S yy =0.747 in^3 Ycg =0.000 in 4.3.6 914-918 N Bewley St5/8/2025 Steel Column LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:Guardrail (Steel) Project File: 23-0221-00 (Plan Check #1).ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Sketches 4.3.7 914-918 N Bewley St5/8/2025 CALCULATION SHEET SUBJECT:DATE:JOB NO: BY:SHEET: C:\Users\sfigueria\Documents\Blank Calc Sht1 3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com Illumination Foundation 23-0221-00 Trash Enclosure - Wall Feb-2025 EG Seismic Lateral Load Cs,min = 0.044SDSIe = 0.044(1.0592)(1) = 0.047 Cs = SDS/(R/Ie) = 1.0592 / (2.5/1) = 0.424 W = 125pcf(8"/12) = 83psf Fp = CsW = (0.424)(83psf) = 35.2psf Vu = (35.2psf)(16")(7') = 329lb Mu = 329lb(7') = 2300 lb-ft Wind Lateral Load qh = 0.00256KzKztKdKeV2 = 0.00256(0.85)(1)(0.85)(1)(95)2 = 16.7 psf G = 0.85 Horizontal dimension, B = 11'-0" Vertical dimension, s = h = 6'-0" B/s = 1.83 s/h = 1 Cf = 1.45 F = qhGCf = 16.7psf(0.85)(1.45) = 20.6psf Vu = (20.6psf)(16")(6') = 165lb Mu = 165lb(6'-0") = 989 lb-ft Demand Mu = max(2300lb-ft, 989lb-ft) = 2300lb-ft = 27.6 k-in Vu = 329lb Seismic load governs FpW 8" 6' - 0 " 7' - 0 " 5.1.1 914-918 N Bewley St5/8/2025 CALCULATION SHEET SUBJECT:DATE:JOB NO: BY:SHEET: C:\Users\sfigueria\Documents\Blank Calc Sht1 3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com Illumination Foundation 23-0221-00 Trash Enclosure - Wall Feb-2025 EG Reinforcement Design d = 7.625"/2 = 3.81" Fy = 60ksi Try: #4 longitudinal bars @ 16" OC ΦMn = ΦAsfy[d-Asfy/(2*0.8f'mb)] = (0.9)(0.2in2)(60ksi){3.81in - (0.2in2(60ksi) / [(2)(0.8)(2ksi)(16in)]} = 38.6 k-in > 27.6k-in OK Use: #4 vertical bars @ 16" OC dv = 7.625" Mu/Vudv = h/dv = 7'/7.625" = 11 > 1 --> Use 1 ΦVnm = Φ[4 - 1.75(Mu/Vudv)]Anvsqrt(f'm) (TMS 402, Eqn. 9-20) = 0.8[4 - 1.75(1)](12in*7.625in)(sqrt(2000psi)) = 7365 lb ΦVn,max = 4Anvsqrt(f'm)γg (TMS 402, Eqn. 9-19) = 4(12in*7.625in)(sqrt(2000psi))(0.75) = 9821 lb ΦVn > Vu by inspection Use: #4 horizontal bars @ 16" OC Fp dv 7' - 0 " d 5.1.2 914-918 N Bewley St5/8/2025 CALCULATION SHEET SUBJECT:DATE:JOB NO: BY:SHEET: C:\Users\sfigueria\Documents\Blank Calc Sht1 3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com Illumination Foundation 23-0221-00 Trash Enclosure - Footing Feb-2025 EG Footing Design Use: 3'-0" wide x 14" deep footing w/ #4 @ 16" OC T&B reinforcing L = 16" W = 3'-0" H = 14" d = H - 3" = 11" h = 7' W_wall = 125pcf(8"/12)(16")(7') = 778 lb W_footing = 150pcf(3'-0")(16")(14"/12) = 700 lb Pu = W_wall + W_footing = 1478 lb qallow = 1500 psf f'c = 3 ksi fy = 60 ksi As = 0.20 in2 Lateral Load Design (ASD) - 0.9D+0.7E Moverturning = Vu*(h/2) = (329lb)(7')/2 = 1152 lb-ft e = 0.7Moverturning/0.9Pu = 0.7(1152lb-ft)/(0.9*1478lb) = 0.61 ft L/6 = (3'-0")/6 = 0.50ft e > L/6 qmax = 2P / [3L(W/2-e)] = 2(0.9*1441lb) / [3(16"/12")(3'-0"/2 - 0.61ft)] = 744psf < 1500 psf OK Mresisting = 0.9Pu(W/2) = 0.9(1478lb)(3'-0")/2 = 1995 lb-ft FS = 1995lb-ft / (0.7*1152b-ft) = 2.5 > 1.1 OK Soil Bearing Design (LRFD) - 1.2D+1.0E e < L/6 e = Moverturning/1.2Pu = (1152lb-ft)/(1.2*1441lb) = 0.65 ft x = 3(W/2-e) = 3(3'-0"/2 - 0.65ft) = 2.55ft qmax = 2P / Lx = 2(1.2*1441lb) / [(16"/12")(2.55ft)] = 1043 psf < 1500 psf OK Slope = qmax/x = 1042psf/2.55ft = 409 pcf Lcant = (L-twall)/2 = (3'-0" - 8")/2 = 1.17ft qcant = qmax - slope*Lcant = 1043psf - (409pcf)(1.17ft) = 566 psf Presultant = (qmax+qcant)(Lcant)/2 = (1043psf+566psf)(1.17ft)/2 = 938 plf Moment arm = [(Lcant)(qcant)(Lcant/2) + (1/2)(Lcant)(qmax-qcant)(Lcant/3)] / [(Lcant)(qcant) + (1/2)(Lcant)(qmax-qcant)] = 0.53ft Mu_soil = Presultant*moment arm = 938plf(16")(0.53ft) = 658 lb-ft = 0.658 k-ft ΦMn = ΦAsfy(d-Asfy/2*0.85f'cb) = (0.9)(0.2in2)(60ksi)[11"-(0.2in2)(60ksi)/(2*0.85*3ksi*16in)] = 9.8 k-ft DCR = 0.658/9.8 = 0.07 < 1 OK Vu twall d Lcant dto p 5.1.3 W H16" section into page x h qmax qcant Presultant moment arm Pu 914-918 N Bewley St5/8/2025 CALCULATION SHEET SUBJECT:DATE:JOB NO: BY:SHEET: C:\Users\sfigueria\Documents\Blank Calc Sht1 3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com Illumination Foundation 23-0221-00 Trash Enclosure - Footing Feb-2025 EG As,min = 0.0018bD = 0.0018(16")(14") = 0.40 in2 #5 bars T&B: As = 2(0.20in2) = 0.40in2 = As,min OK Uplift Design (LRFD) Lcant = 1.17ft Wcant = 150pcf(1.17ft)(16")(14") = 272 lb Mu = WcantL/2 =(1.2*272lb)(1.17ft)/2 = 0.19 k-ft dtop = H - 2" = 12" ΦMn = Asfy(dtop-Asfy/2*0.85f'cb) = (0.9)(0.20in2)(60ksi)[12"-(0.20in2)(60ksi)/(2*0.85*3ksi*16in)] = 10.7 k-ft DCR = 0.19/10.7 = 0.02 < 1 OK 5.1.4 914-918 N Bewley St5/8/2025 STRUCTURAL CALCULATIONS Revised Stairway (Delta 2) for Illumination Foundation 918 Bewley St Santa Ana, CA 92703 for Westgroup Designs 19520 Jamboree Road Irvine, CA 92612 by MHP, Inc. Structural Engineers Long Beach, California March 24, 2025 MHP JN: 23-0221-00 No.3503 L I GNE L S NO B A LAE A L I OFRNIA N E ER I E ET ORPD F E R IR L.KC E TS AT CFO RE G S I S URALTSRUCT 03-24-2025 914-918 N Bewley St5/8/2025 CALCULATION SHEET SUBJECT: DATE: JOB NO: BY: SHEET: H:\2023\230221\4_Engineering\2025-02-19 (Plan Check #1)\Starter Sheets\Table of Contents.docx 3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com Table of Contents Canopy & Stair Structure Scope of Work ......................................................................................................................................................... 2 Vertical Load Carrying Framing Design Gravity Key Plan ........................................................................................................................................ 3 Framing Design ................................................................................................................................. 4 - 11 Column Design ................................................................................................................................ 14 - 18 Footing Design ................................................................................................................................ 19 - 24 Illumination Foundation Mar-2025 EG 23-0221-00 2 Scope of Work The Illumination Foundation stair reconfiguration scope of work include revised stair framing and decking between the two buildings and The revised staircases will now be rotated 180°. The stair will contunue to be framed with steel stringers and supported by steel beams at a new landing with infilled wood joists. The landing will be supported by existing headers or posts within the existing wall (both to be verified in the field, or new framing will need to provided). The new steel beams will be supported by a steel column anchored to a square footing. The existing columns and steel beams are to remain untouched. 914-918 N Bewley St5/8/2025 CALCULATION SHEET SUBJECT:DATE:JOB NO: BY:SHEET: C:\Users\sfigueria\Documents\Blank Calc Sht1 3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com REF REF REF REF W/D W/D W/D W/D DN UP W/D DN REF (N) STORAGE SN.01 SN.02 SN.01 TYP.SN.03 SN.01 609 SF UNIT 2 399 SF UNIT 3 811 SF UNIT 5 401 SF UNIT 4 116 124 106 111 115 102 103 101 122 123 11 8 117 114 113 105 104 107 108 120 119 108 109 110 127 112 121100 125 LIVING ROOM BEDROOM B B B B B C B B A B B A B B B B B C B BB A C B B A B C B A B B B B B B B BATHROOM BEDROOM BEDROOM KITCHEN BATHROOM BATHROOM BEDROOM LIVING ROOM BEDROOM KITCHEN LIVING ROOM LIVING ROOM LIVING ROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM KITCHEN KITCHEN KITCHEN BATHROOM BATHROOM BATHROOM 27' - 3" 11' - 11" 4' - 3 3 / 4 " 7' - 8 3 / 4 " 9' - 8 1 / 4 " 6' - 8 1 / 4 " 7' - 1 1 3 / 4 " 11 ' - 2 " 8' - 4 " 12 ' - 4 1 / 2 " 8' - 5 3 / 4 " 3' - 9 " 5' - 8 1 / 4 " 3' - 1 1 " 6' - 7 " 4' - 8 " 10 ' - 1 1 / 4 " SN.02 SN.01 14' - 9 1/4" 4' - 8 3 / 4 " 4' - 1 1 1 / 2 " 3' - 2 3 / 4 " 10 ' - 2 " CLOSET A7-1.1 1 A7-1.1 2 A7-1.1 5 A7-1.1 6 9' - 6 " 15 ' - 1 1 1 / 4 " 9' - 9 1 / 4 " 6' - 9 3 / 4 " 6' - 5 1 / 4 " 9' - 6 3 / 4 " 6' - 6 " 11' - 11"15' - 4 1/4"11' - 9 3/4"7' - 4 1/2" 7' - 6" 13' - 2"11' - 9 3/4"15' - 5 1/2" DINING ROOM DINING ROOM 7' - 9 " 64 ' - 6 " 67' - 1" 14 ' - 7 " 63 ' - 1 1 " 12' - 7"26' - 8" 5' - 0" SN.04 SN.04 B B B 130 131 1025 SF UNIT 1 5' - 2 1 / 4 " SEE A5-1.2 FOR ENLARGED UNIT PLANS SEE A5-1.1 FOR ENLARGED UNIT PLANS SEE A5-1.4 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS A 4' - 8 " 3' - 1 1 / 4 " 3' - 1 1 3 / 4 " 7' - 7 " 5' - 9"3' - 3 3/4"3' - 4 1/2" 4' - 9 1 / 2 " 6' - 4 3 / 4 " 5' - 5 1 / 4 " 4' - 8 1 / 4 " 11 ' - 3 " 4' - 7 " 4' - 7 1 / 4 " 6' - 7 1 / 4 " 4' - 3 1 / 2 " 2' - 1 3 / 4 " 3' - 9 1 / 2 " 6' - 2"4' - 11 1/2" 5' - 1 " 1' - 1 0 1 / 4 " 5' - 0 1 / 4 " 1' - 1 1 1 / 2 " 4' - 9 1 / 4 " 4' - 9 1 / 2 " 1' - 7 1 / 4 " 4' - 5 3 / 4 " 5' - 4 3 / 4 " 5' - 5"5' - 5"5' - 5"5' - 3 3/4" 3 C4 C4 B14B13 C3 C3 B12 B11 B10 B10 B11 B13 B12 Illumination Foundation Gravity Key Plan Mar-2025 EG 23-0221-00 (E) STEEL BEAM (E) STEEL BEAM 21 ' - 4 " 4'-2" Staircase DL = (10psf)(4.17ft)/2 = 21plf LL = (60psf)(4.17ft)/2 = 125plf Use 1/4 of balcony length: 21.83ft/4 = 5.46ft Point load at landing beam @ 2.167ftDL = (21plf)(5.46ft) = 115lb LL = (125plf)(5.46ft) = 683lb Stair Stringer Projected L = 23.6ft DL = (10psf)(4.17ft)/2 = 21plf Self wt = 22.4plf LL = (60psf)(4.17ft)/2 = 125plf Point load at landing beam @ 1.917ftDL = (21plf+22.4plf)(23.6ft/2) = 512lb LL = (125plf)(23.6ft/2) =1475lb 21 ' - 1 0 " 5' - 6 " M A X 12'-8" MAX 4'-2" MAX 4'-2" MAX B14 5' - 6 " MA X 914-918 N Bewley St5/8/2025 Steel Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:B10 - Steel Stringer Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :36.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.010, L = 0.060 ksf, Tributary Width = 2.167 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.267 : 1 Load Combination +1.20D+1.60L Span # where maximum occurs Span # 1 3.127 k Mn * Phi : Allowable 69.120 k-ft Vn * Phi : Allowable HSS12x4x1/4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L 102.376 k Section used for this span HSS12x4x1/4 Mu : Applied Maximum Shear Stress Ratio =0.031 : 1 0.000 ft 18.451 k-ft Vu : Applied 0 <360 785 Ratio =0 <240.0 Maximum Deflection Max Downward Transient Deflection 0.264 in 1,072Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.361 in Ratio =>=240. Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 23.60 ft 1 0.067 0.008 4.63 4.63 76.80 69.12 1.00 1.00 0.78 113.75 102.38 +1.20D+1.60L Dsgn. L = 23.60 ft 1 0.267 0.031 18.45 18.45 76.80 69.12 1.00 1.00 3.13 113.75 102.38 +1.20D+L Dsgn. L = 23.60 ft 1 0.188 0.022 13.02 13.02 76.80 69.12 1.00 1.00 2.21 113.75 102.38 +1.20D Dsgn. L = 23.60 ft 1 0.057 0.007 3.97 3.97 76.80 69.12 1.00 1.00 0.67 113.75 102.38 +0.90D Dsgn. L = 23.60 ft 1 0.043 0.005 2.98 2.98 76.80 69.12 1.00 1.00 0.50 113.75 102.38 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.3607 11.867 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 2.095 2.095 0.711 Max Upward from Load Combinations 2.095 2.095 0.711 Max Upward from Load Cases 1.534 1.534 0.711 Max Downward from all Load Conditions (Resisting Uplift 0.711 Max Downward from Load Combinations (Resisting Uplift)0.711 Max Downward from Load Cases (Resisting Uplift)0.711 D Only 0.560 0.560 0.711 4 914-918 N Bewley St5/8/2025 Steel Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:B10 - Steel Stringer Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS +D+L 2.095 2.095 0.711 +D+0.750L 1.711 1.711 0.711 +0.60D 0.336 0.336 0.711 L Only 1.534 1.534 0.711 5 914-918 N Bewley St5/8/2025 Wood Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:B11 - Landing Joist Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.010, L = 0.060 ksf, Tributary Width = 1.333 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.306: 1 Load Combination +D+L Span # where maximum occurs Span # 1 Location of maximum on span 2.750 ft 28.34 psi= = 1,080.00 psi 2x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+L = = = 180.00 psi== Section used for this span 2x8 Maximum Shear Stress Ratio 0.157 : 1 4.898 ft= = 330.34 psi Maximum Deflection 3037 <360 2539 Ratio =0 <180 Max Downward Transient Deflection 0.022 in 0 Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.026 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 5.50 ft 1 0.056 0.029 0.90 1.200 1.001.00 1.00 0.06 54.2 972.0 0.03 162.01.00 4.61.00 1.00+D+L 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 5.50 ft 1 0.306 0.157 1.00 1.200 1.001.00 1.00 0.36 330.3 1,080.0 0.21 180.01.00 28.31.00 1.00+D+0.750L 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 5.50 ft 1 0.194 0.100 1.25 1.200 1.001.00 1.00 0.29 261.3 1,350.0 0.16 225.01.00 22.41.00 1.00+0.60D 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 5.50 ft 1 0.019 0.010 1.60 1.200 1.001.00 1.00 0.04 32.5 1,728.0 0.02 288.01.00 2.81.00 . 6 914-918 N Bewley St5/8/2025 Wood Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:B11 - Landing Joist Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.0260 2.770 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.263 0.263 Max Upward from Load Combinations 0.263 0.263 Max Upward from Load Cases 0.220 0.220 D Only 0.043 0.043 +D+L 0.263 0.263 +D+0.750L 0.208 0.208 +0.60D 0.026 0.026 L Only 0.220 0.220 7 Max reaction = 263lb LUS hanger capacity = 1010lb DCR = 263lb/1010lb = 0.26 < 1 OK 914-918 N Bewley St5/8/2025 Wood Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:B12 - Deck Beam Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir - Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.010, L = 0.060 ksf, Tributary Width = 2.750 ft, (Landing) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.941: 1 Load Combination +D+L Span # where maximum occurs Span # 1 Location of maximum on span 6.335 ft 42.00 psi= = 1,000.00 psi 6x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+L = = = 180.00 psi== Section used for this span 6x8 Maximum Shear Stress Ratio 0.233 : 1 12.069 ft= = 940.71 psi Maximum Deflection 519 <360 425 Ratio =0 <180 Max Downward Transient Deflection 0.293 in 0 Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.357 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 12.670 ft 1 0.189 0.047 0.90 1.000 1.001.00 1.00 0.73 170.2 900.0 0.21 162.01.00 7.61.00 1.00+D+L 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 12.670 ft 1 0.941 0.233 1.00 1.000 1.001.00 1.00 4.04 940.7 1,000.0 1.16 180.01.00 42.01.00 1.00+D+0.750L 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 12.670 ft 1 0.598 0.148 1.25 1.000 1.001.00 1.00 3.21 748.1 1,250.0 0.92 225.01.00 33.41.00 1.00+0.60D 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 12.670 ft 1 0.064 0.016 1.60 1.000 1.001.00 1.00 0.44 102.1 1,600.0 0.13 288.01.00 4.61.00 . 8 914-918 N Bewley St5/8/2025 Wood Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:B12 - Deck Beam Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.3574 6.381 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 1.276 1.276 Max Upward from Load Combinations 1.276 1.276 Max Upward from Load Cases 1.045 1.045 D Only 0.231 0.231 +D+L 1.276 1.276 +D+0.750L 1.015 1.015 +0.60D 0.139 0.139 L Only 1.045 1.045 9 Max reaction = 1276lb HUC hanger capacity = 1490lb DCR = 263lb/1010lb = 0.86 < 1 OK 914-918 N Bewley St5/8/2025 Steel Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:B13 - Landing Beam Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loadingLoad(s) for Span Number 1 Point Load : D = 0.1150, L = 0.6830 k @ 4.0 ft, (Landing Beam) Point Load : D = 0.560, L = 1.534 k @ 4.167 ft, (Stair Stringer) Uniform Load : D = 0.010, L = 0.060 ksf, Tributary Width = 2.750 ft, (Landing)Load(s) for Span Number 2 Point Load : D = 0.1150, L = 0.6830 k @ 1.917 ft, (Landing Beam) Point Load : D = 0.560, L = 1.534 k @ 2.167 ft, (Stair Stringer) Uniform Load : D = 0.010, L = 0.060 ksf, Tributary Width = 2.750 ft, (Landing) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.071 : 1 Load Combination +1.20D+1.60L Span # where maximum occurs Span # 1 5.022 k Mn * Phi : Allowable 96.000 k-ft Vn * Phi : Allowable HSS12x4x1/4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L 142.189 k Section used for this span HSS12x4x1/4 Mu : Applied Maximum Shear Stress Ratio =0.035 : 1 6.330 ft 6.772 k-ft Vu : Applied 0 <360 22436 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0.003 in 29,283Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.003 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 2 : L Only n/a Span: 2 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 6.33 ft 1 0.015 0.008 0.72 -1.49 1.49 106.67 96.00 1.00 1.00 1.10 157.99 142.19 Dsgn. L = 6.33 ft 2 0.015 0.008 0.68 -1.49 1.49 106.67 96.00 1.00 1.00 1.10 157.99 142.19 +1.20D+1.60L Dsgn. L = 6.33 ft 1 0.071 0.035 3.33 -6.77 6.77 106.67 96.00 1.00 1.00 5.02 157.99 142.19 Dsgn. L = 6.33 ft 2 0.071 0.035 3.03 -6.77 6.77 106.67 96.00 1.00 1.00 5.02 157.99 142.19 +1.20D+L Dsgn. L = 6.33 ft 1 0.049 0.025 2.31 -4.71 4.71 106.67 96.00 1.00 1.00 3.49 157.99 142.19 Dsgn. L = 6.33 ft 2 0.049 0.025 2.11 -4.71 4.71 106.67 96.00 1.00 1.00 3.49 157.99 142.19 +1.20D Dsgn. L = 6.33 ft 1 0.013 0.007 0.61 -1.28 1.28 106.67 96.00 1.00 1.00 0.94 157.99 142.19 Dsgn. L = 6.33 ft 2 0.013 0.007 0.58 -1.28 1.28 106.67 96.00 1.00 1.00 0.94 157.99 142.19 +0.90D Dsgn. L = 6.33 ft 1 0.010 0.005 0.46 -0.96 0.96 106.67 96.00 1.00 1.00 0.71 157.99 142.19 Dsgn. L = 6.33 ft 2 0.010 0.005 0.44 -0.96 0.96 106.67 96.00 1.00 1.00 0.71 157.99 142.19 . 10 914-918 N Bewley St5/8/2025 Steel Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:B13 - Landing Beam Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.0034 3.013 0.0000 0.000 +D+L 2 0.0031 3.342 0.0000 0.000 . Load Combination Support 1 Support 2 Support 3 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.990 6.619 0.939 Max Upward from Load Combinations 0.990 6.619 0.939 Max Upward from Load Cases 0.755 5.056 0.711 D Only 0.235 1.563 0.227 +D+L 0.990 6.619 0.939 +D+0.750L 0.801 5.355 0.761 +0.60D 0.141 0.938 0.136 L Only 0.755 5.056 0.711 11 914-918 N Bewley St5/8/2025 Wood Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:B14 - (E) 6x8 HDR Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 1,350.0 1,350.0 925.0 625.0 1,600.0 580.0 170.0 675.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0150, L = 0.040 ksf, Tributary Width = 13.583 ft, (floor ( assuming 1/2 floor for trib)) Uniform Load : D = 0.0150, L = 0.020 ksf, Tributary Width = 13.583 ft, (roof (assuming 1/2 roof for trib)) Uniform Load : D = 0.1130 , Tributary Width = 1.0 ft, (wall (assuming 10 psf, 11.25' tall)) Point Load : D = 0.2270, L = 0.9740 k @ 2.50 ft, (landing beam) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.983: 1 Load Combination +D+L Span # where maximum occurs Span # 1 Location of maximum on span 2.500 ft 113.72 psi= = 1,350.00 psi 6x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+L = = = 170.00 psi== Section used for this span 6x8 Maximum Shear Stress Ratio 0.669 : 1 0.000 ft= = 1,327.13 psi Maximum Deflection 1164 <360 759 Ratio =0 <240 Max Downward Transient Deflection 0.052 in 0 Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.079 in Ratio =>=240 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 5.0 ft 1 0.371 0.263 0.90 1.000 1.001.00 1.00 1.94 451.1 1,215.0 1.11 153.01.00 40.31.00 1.00+D+L 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 5.0 ft 1 0.983 0.669 1.00 1.000 1.001.00 1.00 5.70 1,327.1 1,350.0 3.13 170.01.00 113.71.00 1.00+D+0.750L 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 5.0 ft 1 0.657 0.449 1.25 1.000 1.001.00 1.00 4.76 1,108.1 1,687.5 2.62 212.51.00 95.41.00 1.00+0.60D 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 12 914-918 N Bewley St5/8/2025 Wood Beam LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:B14 - (E) 6x8 HDR Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00Length = 5.0 ft 1 0.125 0.089 1.60 1.000 1.001.00 1.00 1.16 270.6 2,160.0 0.67 272.01.00 24.21.00 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.0790 2.518 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 3.962 3.962 Max Upward from Load Combinations 3.962 3.962 Max Upward from Load Cases 2.524 2.524 D Only 1.437 1.437 +D+L 3.962 3.962 +D+0.750L 3.330 3.330 +0.60D 0.862 0.862 L Only 2.524 2.524 13 914-918 N Bewley St5/8/2025 Steel Column LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:C3 - Landing Column Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: .Code References Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method : , A500, Grade C, Fy = 50 ksi, Carbon Steel 10.0Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :HSS4x4x1/4 50.0 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 10 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 10 ft, K = 1.0 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 122.10 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 10.0 ft, D = 1.563, L = 5.056 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.1052 Location of max.above base 0.0 ft 10.112 k 96.145 k 0.0 k-ft Load Combination +1.20D+1.60L Load Combination 0.0 17.588 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.0 k 0.0 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k Pu 0.9 * Pn Mu-x Vu : Applied Vn * Phi : Allowable 0.9 * Mn-x : 0.9 * Mn-y : Mu-y 17.588 k-ft 0.0 k-ft Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Maximum Load Deflections . . . Along Y-Y 0.0 in at 0.0 ft above base for load combination : Along X-X 0.0 in at 0.0 ft above base for load combination : 0.0 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Rx KyLy/Ry +1.40D PASS PASS0.00 0.000 0.00 ftft0.025 1.00 1.00 78.95 78.95 +1.20D+1.60L PASS PASS0.00 0.000 0.00 ftft0.105 1.00 1.00 78.95 78.95 +1.20D+L PASS PASS0.00 0.000 0.00 ftft0.074 1.00 1.00 78.95 78.95 +1.20D PASS PASS0.00 0.000 0.00 ftft0.021 1.00 1.00 78.95 78.95 +0.90D PASS PASS0.00 0.000 0.00 ftft0.016 1.00 1.00 78.95 78.95 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 1.685 +D+L 6.741 +D+0.750L 5.477 +0.60D 1.011 L Only 5.056 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 6.741 Minimum"1.011 MaximumReaction, X-X Axis Base 1.685 14 914-918 N Bewley St5/8/2025 Steel Column LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:C3 - Landing Column Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments Minimum"1.685 MaximumReaction, Y-Y Axis Base 1.685 Minimum"1.685 MaximumReaction, X-X Axis Top 1.685 Minimum"1.685 MaximumReaction, Y-Y Axis Top 1.685 Minimum"1.685 MaximumMoment, X-X Axis Base 1.685 Minimum"1.685 MaximumMoment, Y-Y Axis Base 1.685 Minimum"1.685 MaximumMoment, X-X Axis Top 1.685 Minimum"1.685 MaximumMoment, Y-Y Axis Top 1.685 Minimum"1.685 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+L 0.0000 0.000 0.000 ftftinin0.000 +D+0.750L 0.0000 0.000 0.000 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 L Only 0.0000 0.000 0.000 ftftinin0.000 .Steel Section Properties :HSS4x4x1/4 R xx = 1.520 in Depth =4.000 in R yy = 1.520 in J =12.800 in^4 Width =4.000 in Wall Thick = 0.250 in Zx =4.690 in^3 Area = 3.370 in^2 Weight =12.210 plf I xx =7.80 in^4 S xx =3.90 in^3Design Thick =0.233 in I yy =7.800 in^4 C =6.560 in^3 S yy =3.900 in^3 Ycg =0.000 in 15 914-918 N Bewley St5/8/2025 Steel Column LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:C3 - Landing Column Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Sketches 16 914-918 N Bewley St5/8/2025 Wood Column LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:C4 - Post Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: .Code References Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combinations Used : ASCE 7-22 / IBC 2024 (L<=100psf) General Information Wood Section Name 2-2x4Analysis Method : 10Overall Column Height ft Allowable Stress Design ( Used for non-slender calculations )Allow Stress Modification Factors End Fixities Top & Bottom Pinned Wood Species Douglas Fir - Larch Wood Grade No.2 Fb +900.0 900.0 psi 1,350.0 625.0 180.0 575.0 31.210 psi Fv psi Fb -Ft psi Fc - Prll psi psi Density pcf Fc - Perp E : Modulus of Elasticity . . . 1,600.0 580.0 1,600.0 580.0 Cfu : Flat Use Factor 1.0 Cf or Cv for Tension 1.50 Use Cr : Repetitive ? Kf : Built-up columns 1.0 Exact Width 3.0 in Exact Depth 3.50 in Area 10.50 in^2 Ix 10.719 in^4 Iy 7.875 in^4 Wood Grading/Manuf.Graded Lumber Wood Member Type Sawn Ct : Temperature Factor 1.0 Cf or Cv for Compression 1.150 1,600.0 Axial Cm : Wet Use Factor 1.0 Cf or Cv for Bending 1.50 x-x Bending y-y Bending ksi No Minimum Basic ABOUT Y-Y Axis: Luy = 10 ft, Ky = 1.0 ABOUT X-X Axis: Lux = 10 ft, Kx = 1.0 Column Buckling Condition: .Service loads entered. Load Factors will be applied for calculations.Applied Loads Column self weight included : 22.757 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 10.0 ft, D = 0.4810, L = 1.045 k .DESIGN SUMMARY PASS PASS Max. Axial+Bending Stress Ratio =0.5173 Location of max.above base 0.0 ft Applied Axial 1.549 k Applied Mx 0.0 k-ft Load Combination +D+L Load Combination +0.60D Bending & Shear Check Results Maximum Shear Stress Ratio = Applied Design Shear 0.0 psi 288.0Allowable Shear psi 0.0 : 1 Bending Compression Tension Location of max.above base 10.0 ft : 1 At maximum location values are . . . Applied My 0.0 k-ft Maximum SERVICE Lateral Load Reactions . . Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Top along X-X 0.0 k Bottom along X-X 0.0 kGoverning NDS Forumla Comp Only, fc/Fc' Maximum SERVICE Load Lateral Deflections . . . Along Y-Y 0.0 in at 0.0 ft above base for load combination :n/a Along X-X 0.0 in at 0.0 ft above base Fc : Allowable 285.144 psi Other Factors used to calculate allowable stresses . . . for load combination :n/a . Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCDCLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus Load Combination Results D Only 0.900 PASS PASS0.0 0.0 10.0 ft0.203 ft0.1692 +D+L 1.000 PASS PASS0.0 0.0 10.0 ft0.184 ft0.5173 +D+0.750L 1.250 PASS PASS0.0 0.0 10.0 ft0.148 ft0.4258 +0.60D 1.600 PASS PASS0.0 0.0 10.0 ft0.117 ft0.09916 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top My - End Moments Mx - End Moments D Only 0.504 +D+L 1.549 +D+0.750L 1.288 17 = MAX(B12 rxn, B13 rxn) = (D=0.231k & L=1.045k, D=0.227k & L = 0.974k) 914-918 N Bewley St5/8/2025 Wood Column LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:C4 - Post Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top My - End Moments Mx - End Moments +0.60D 0.302 L Only 1.045 .Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+L 0.0000 0.000 0.000 ftftinin0.000 +D+0.750L 0.0000 0.000 0.000 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 L Only 0.0000 0.000 0.000 ftftinin0.000 .Sketches 18 914-918 N Bewley St5/8/2025 General Footing LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:Stair Footing Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Code References Calculations per ACI 318-19, IBC 2021, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Material Properties Soil Design Values 1.50 Analysis Settings 250.0 ksi No ksfAllowable Soil Bearing = = 2.50 60.0 3,122.0 145.0 =0.30Flexure=0.90 Shear = ValuesM 0.00180 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth =ksf when max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 2.50 ft Length parallel to Z-Z Axis = 2.50 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 12.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 4 Number of Bars = 5.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =4 Number of Bars =5.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 1.563 5.056 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = 19 914-918 N Bewley St5/8/2025 General Footing LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:Stair Footing Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.8027 Soil Bearing 1.204 ksf 1.50 ksf +D+L about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.08113 Z Flexure (+X)1.246 k-ft/ft 15.353 k-ft/ft +1.20D+1.60L PASS 0.08113 Z Flexure (-X)1.246 k-ft/ft 15.353 k-ft/ft +1.20D+1.60L PASS 0.08113 X Flexure (+Z)1.246 k-ft/ft 15.353 k-ft/ft +1.20D+1.60L PASS 0.08113 X Flexure (-Z)1.246 k-ft/ft 15.353 k-ft/ft +1.20D+1.60L PASS 0.1590 1-way Shear (+X)7.382 psi 46.416 psi +1.20D+1.60L PASS 0.1590 1-way Shear (-X)7.382 psi 46.416 psi +1.20D+1.60L PASS 0.1590 1-way Shear (+Z)7.382 psi 46.416 psi +1.20D+1.60L PASS 0.1590 1-way Shear (-Z)7.382 psi 46.416 psi +1.20D+1.60L PASS 0.1866 2-way Punching 27.989 psi 150.0 psi +1.20D+1.60L Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 1.50 n/a0.3951 0.3951 n/a 0.2630.0n/a X-X, +D+L 1.50 n/a1.204 1.204 n/a 0.8030.0n/a X-X, +D+0.750L 1.50 n/a1.002 1.002 n/a 0.6680.0n/a X-X, +0.60D 1.50 n/a0.2370 0.2370 n/a 0.1580.0n/a Z-Z, D Only 1.50 0.3951n/a n/a 0.3951 0.263n/a0.0 Z-Z, +D+L 1.50 1.204n/a n/a 1.204 0.803n/a0.0 Z-Z, +D+0.750L 1.50 1.002n/a n/a 1.002 0.668n/a0.0 Z-Z, +0.60D 1.50 0.2370n/a n/a 0.2370 0.158n/a0.0 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.40D 0.2735 +Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK X-X, +1.40D 0.2735 -Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK X-X, +1.20D+1.60L 1.246 +Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK X-X, +1.20D+1.60L 1.246 -Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK X-X, +1.20D+L 0.8665 +Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK X-X, +1.20D+L 0.8665 -Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK X-X, +1.20D 0.2345 +Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK X-X, +1.20D 0.2345 -Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK X-X, +0.90D 0.1758 +Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK X-X, +0.90D 0.1758 -Z Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +1.40D 0.2735 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +1.40D 0.2735 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +1.20D+1.60L 1.246 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +1.20D+1.60L 1.246 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +1.20D+L 0.8665 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +1.20D+L 0.8665 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +1.20D 0.2345 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK 20 914-918 N Bewley St5/8/2025 General Footing LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:Stair Footing Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn Z-Z, +1.20D 0.2345 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +0.90D 0.1758 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +0.90D 0.1758 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK One Way Shear X Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 1.62 1.62 1.62 46.42 0.03psipsipsipsi OK +1.20D+1.60L 7.38 7.38 7.38 46.42 0.16psipsipsipsi OK +1.20D+L 5.14 5.14 5.14 46.42 0.11psipsipsipsi OK +1.20D 1.39 1.39 1.39 46.42 0.03psipsipsipsi OK +0.90D 1.04 1.04 1.04 46.42 0.02psipsipsipsi OK One Way Shear Z Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 1.62 1.62 1.62 46.42 0.03psipsipsipsi OK +1.20D+1.60L 7.38 7.38 7.38 46.42 0.16psipsipsipsi OK +1.20D+L 5.14 5.14 5.14 46.42 0.11psipsipsipsi OK +1.20D 1.39 1.39 1.39 46.42 0.03psipsipsipsi OK +0.90D 1.04 1.04 1.04 46.42 0.02psipsipsipsi OK Vu / Phi*Vn Two-Way "Punching" Shear All units k StatusVuPhi*VnLoad Combination... +1.40D 6.15 150.00 0.04097 OKpsipsi +1.20D+1.60L 27.99 150.00 0.1866 OKpsipsi +1.20D+L 19.47 150.00 0.1298 OKpsipsi +1.20D 5.27 150.00 0.03512 OKpsipsi +0.90D 3.95 150.00 0.02634 OKpsipsi 21 914-918 N Bewley St5/8/2025 General Footing LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:Stringer Base Footing Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Code References Calculations per ACI 318-19, IBC 2021, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Material Properties Soil Design Values 1.50 Analysis Settings 250.0 ksi No ksfAllowable Soil Bearing = = 2.50 60.0 3,122.0 145.0 =0.30Flexure=0.90 Shear = ValuesM 0.00180 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth =ksf when max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 3.0 ft Length parallel to Z-Z Axis = 2.0 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 12.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 4 Number of Bars = 4.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =4 Number of Bars =4.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation Bars along Z-Z Axis # Bars required within zone 80.0 % # Bars required on each side of zone 20.0 % Applied Loads 1.826 1.534 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = 22 = 1.276k (stringer) + (10psf decking)(12'-8")(10') = 1.826k 914-918 N Bewley St5/8/2025 General Footing LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:Stringer Base Footing Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.470 Soil Bearing 0.7050 ksf 1.50 ksf +D+Lr about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.05674 Z Flexure (+X)0.8711 k-ft/ft 15.353 k-ft/ft +1.20D+1.60Lr PASS 0.05674 Z Flexure (-X)0.8711 k-ft/ft 15.353 k-ft/ft +1.20D+1.60Lr PASS 0.03714 X Flexure (+Z)0.3871 k-ft/ft 10.424 k-ft/ft +1.20D+1.60Lr PASS 0.03714 X Flexure (-Z)0.3871 k-ft/ft 10.424 k-ft/ft +1.20D+1.60Lr PASS 0.1158 1-way Shear (+X)5.377 psi 46.416 psi +1.20D+1.60Lr PASS 0.1158 1-way Shear (-X)5.377 psi 46.416 psi +1.20D+1.60Lr PASS 0.04243 1-way Shear (+Z)1.721 psi 40.548 psi +1.20D+1.60Lr PASS 0.04243 1-way Shear (-Z)1.721 psi 40.548 psi +1.20D+1.60Lr PASS 0.08651 2-way Punching 12.976 psi 150.0 psi +1.20D+1.60Lr Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 1.50 n/a0.4493 0.4493 n/a 0.3000.0n/a X-X, +D+Lr 1.50 n/a0.7050 0.7050 n/a 0.4700.0n/a X-X, +D+0.750Lr 1.50 n/a0.6411 0.6411 n/a 0.4270.0n/a X-X, +0.60D 1.50 n/a0.2696 0.2696 n/a 0.1800.0n/a Z-Z, D Only 1.50 0.4493n/a n/a 0.4493 0.300n/a0.0 Z-Z, +D+Lr 1.50 0.7050n/a n/a 0.7050 0.470n/a0.0 Z-Z, +D+0.750Lr 1.50 0.6411n/a n/a 0.6411 0.427n/a0.0 Z-Z, +0.60D 1.50 0.2696n/a n/a 0.2696 0.180n/a0.0 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.40D 0.2130 +Z Bottom 0.2592 ACI 7.6.1.1 0.2667 10.424 OK X-X, +1.40D 0.2130 -Z Bottom 0.2592 ACI 7.6.1.1 0.2667 10.424 OK X-X, +1.20D+0.50Lr 0.2465 +Z Bottom 0.2592 ACI 7.6.1.1 0.2667 10.424 OK X-X, +1.20D+0.50Lr 0.2465 -Z Bottom 0.2592 ACI 7.6.1.1 0.2667 10.424 OK X-X, +1.20D 0.1826 +Z Bottom 0.2592 ACI 7.6.1.1 0.2667 10.424 OK X-X, +1.20D 0.1826 -Z Bottom 0.2592 ACI 7.6.1.1 0.2667 10.424 OK X-X, +1.20D+1.60Lr 0.3871 +Z Bottom 0.2592 ACI 7.6.1.1 0.2667 10.424 OK X-X, +1.20D+1.60Lr 0.3871 -Z Bottom 0.2592 ACI 7.6.1.1 0.2667 10.424 OK X-X, +0.90D 0.1370 +Z Bottom 0.2592 ACI 7.6.1.1 0.2667 10.424 OK X-X, +0.90D 0.1370 -Z Bottom 0.2592 ACI 7.6.1.1 0.2667 10.424 OK Z-Z, +1.40D 0.4793 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +1.40D 0.4793 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +1.20D+0.50Lr 0.5547 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +1.20D+0.50Lr 0.5547 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +1.20D 0.4109 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +1.20D 0.4109 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +1.20D+1.60Lr 0.8711 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK 23 914-918 N Bewley St5/8/2025 General Footing LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 DESCRIPTION:Stringer Base Footing Project File: 23-0221-00 - Revised Stairway.ec6 Project Title:Illumination Foundation Engineer: Project ID:23-0221-00 Project Descr: Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn Z-Z, +1.20D+1.60Lr 0.8711 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +0.90D 0.3081 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK Z-Z, +0.90D 0.3081 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK One Way Shear X Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 2.96 2.96 2.96 46.42 0.06psipsipsipsi OK +1.20D+0.50Lr 3.42 3.42 3.42 46.42 0.07psipsipsipsi OK +1.20D 2.54 2.54 2.54 46.42 0.05psipsipsipsi OK +1.20D+1.60Lr 5.38 5.38 5.38 46.42 0.12psipsipsipsi OK +0.90D 1.90 1.90 1.90 46.42 0.04psipsipsipsi OK One Way Shear Z Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 0.95 0.95 0.95 40.55 0.02psipsipsipsi OK +1.20D+0.50Lr 1.10 1.10 1.10 40.55 0.03psipsipsipsi OK +1.20D 0.81 0.81 0.81 40.55 0.02psipsipsipsi OK +1.20D+1.60Lr 1.72 1.72 1.72 40.55 0.04psipsipsipsi OK +0.90D 0.61 0.61 0.61 40.55 0.02psipsipsipsi OK Vu / Phi*Vn Two-Way "Punching" Shear All units k StatusVuPhi*VnLoad Combination... +1.40D 7.14 150.00 0.0476 OKpsipsi +1.20D+0.50Lr 8.26 150.00 0.05509 OKpsipsi +1.20D 6.12 150.00 0.0408 OKpsipsi +1.20D+1.60Lr 12.98 150.00 0.08651 OKpsipsi +0.90D 4.59 150.00 0.0306 OKpsipsi 24 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 Renewal Date LICENSED ARCHITECT STATE OF C A L IFORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 3 jessielopez@santa-ana.org Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Jessie Lopez COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez David Penaloza Thai Viet Phan Benjamin Vazquez CITY OF SANTA ANA Planning and Building Agency 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org CITY MANAGER Kristine Ridge CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall October 9, 2023 Also sent via email to: jkim@ifhomeless.org John Kim Illumination Foundation 2871 Pullman Street Santa Ana, CA 92705 Subject: Address Assignment for a Residential Rehabilitation Project Located at 914-920 North Bewley Street (APN: 414-131-59) in Santa Ana, CA Dear Mr. Kim, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for the rehabilitation of 11 existing multi-family dwelling units, construction of a new detached accessory dwelling unit, and readdressing of an existing operating child-care facility located at 914-920 North Bewley Street (APN: 414-131-59). Notice is hereby given that the following assigned address(es) shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address(es) to be Activated/Posted Address(es) to be Deactivated/Removed 1. 914 N. Bewley (site and child-care building address) 2. 916 N. Bewley (accessory dwelling unit address) 3. 918 N. Bewley, Unit 100 (apartment unit address) 4. 918 N. Bewley, Unit 101 (apartment unit address) 5. 918 N. Bewley, Unit 102 (apartment unit address) 6. 918 N. Bewley, Unit 103 (apartment unit address) 7. 918 N. Bewley, Unit 105 (apartment unit address) 8. 918 N. Bewley, Unit 200 (apartment unit address) 9. 918 N. Bewley, Unit 201 (apartment unit address) 10. 918 N. Bewley, Unit 202 (apartment unit address) 11. 918 N. Bewley, Unit 203 (apartment unit address) 12. 918 N. Bewley, Unit 204 (apartment unit address) 918 N. Bewley, Unit 205 (apartment unit address) 1. 918 N. Bewley, Unit A (changed to Unit 100) 2. 918 N. Bewley, Unit B (changed to Unit 102) 3. 918 N. Bewley, Unit C (changed to Unit 101) 4. 918 N. Bewley, Unit D (changed to Unit 103) 5. 918 N. Bewley, Unit E (changed to Unit 105) 6. 918 N. Bewley, Unit F (changed to Unit 200) 7. 918 N. Bewley, Unit G (changed to Unit 202) 8. 918 N. Bewley, Unit H (changed to Unit 204) 9. 918 N. Bewley, Unit J (changed to Unit 201) 10. 918 N. Bewley, Unit K (changed to Unit 203) 11. 920 N. Bewley (To be deactivated) To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. 914-918 N Bewley St5/8/2025 Address Letter for 914-920 N. Bewley Street Page 2 of 3 Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 667-2728 or by email at CSantana@santa-ana.org. Sincerely, Cristian Santana Cristian Santana, Assistant Planner I Reviewed by: Jerry Guevara, Senior Planner Exhibit A – Address Plan 914-918 N Bewley St5/8/2025 Address Letter for 914-920 N. Bewley Street Page 3 of 3 c: Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Mishele Richards, Orange County Fire Authority, GEO Files Coordinator Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alex Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Mirella Vargas, Customer Service Representative Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 5/20/2024 81.56 0143 060232 X X X J 12/3/2009 X 82.30 3304 914-918 N Bewley St5/8/2025 Renewal Date LICENSED ARCHITECT STATE OF C A L IFORNI A J C32284 HOSHUAJAMESSMIT 05/31/25 X 1F-166-99 OCPW 80.031' X X 82.62'X N/A 80.20'XX 80.80'XX 92.62'X 80.43'X 80.57'X 81.56'X 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 TAIT JOB # Hydrology Report Illumination Foundation 914, 916, 918 N Bewley Street Santa Ana, CA 92703 April 15, 2025 This Hydrology Study has been prepared by, and under the direction of, the undersigned, a duly Registered Civil Engineer in the State of California. Except as noted, the undersigned attests to the technical information contained herein, and has judged to be acceptable the qua lifications of any technical specialists providing engineering data for this report, upon which findings, conclusions, and recommendations are based. _______________________________ Samantha Wohlfarth, P.E. Registered Civil Engineer No. C86126 Exp.: 09/30/26 Prepared for: Prepared by: West Group Designs 19900 MacArthur Blvd, Suite 1000 Irvine, CA 92612 (919) 250-0880 Tait & Associates, Inc. 701 N. Parkcenter Drive Santa Ana, CA 92705 (714) 560-8200 INITIAL: 1/7/2025 REVISED: 3/12/2025 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates i Table of Contents Section 1 Introduction and Background ..............................................................................1 1.1 Project Description ...............................................................................................................................1 Section 2 Hydrology Design Criteria, Methodology, and Analysis ......................................2 2.1 Hydrology Design Criteria and Methodology ...........................................................................2 2.1.1 Soil Conditions .....................................................................................................2 2.1.2 Soil Conditions .....................................................................................................2 2.2 Hydrology Analysis ...............................................................................................................................3 2.2.1 Existing Condition Hydrology Analysis ..................................................................3 2.2.2 Proposed Condition Hydrology Analysis ...............................................................4 Section 3 Summary of Results and Conclusions ..................................................................4 Appendix A – Geotechnical Report and Supporting Documentation ......................................... A Appendix B – Existing Hydrolgical Conditions Map ................................................................... B Appendix C – Existing Rational Method Results ........................................................................ C Appendix D – Proposed Hydrological Condition Map ................................................................ D Appendix E – Proposed Rational Method Results ...................................................................... E Appendix F – Watershed Maps ................................................................................................... F 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates TAIT JOB # SP9104 Page 1 Section 1 Introduction and Background The client, West Group Designs, has retained Tait & Associates (Tait) to prepare the drainage design for the Illumination Foundation. The Illumination Foundation project is approximately 0.9 acres and it is located in the City of Santa Ana, California specifically northeast of the Hazard Avenue and N Bewley Street intersection. The proposed project Vicinity Map is provided in Figure 1 below. The Hydrology Report studies the existing and proposed condition drainage system and patterns, and it follows the requirements of the Orange County Hydrology Manual (OCHM), dated 1986 and its Addendum No. 1, dated 1996. It was prepared for the 25- and 100- year existing and proposed condition storm events. The following sections include the general project characteristics, the drainage design, criteria and methodology, and results. 1.1 Project Description The Illumination Foundation development is proposed for residential uses. It includes a preschool, two 2-story buildings, and a storage shed. This development will take place on a 0.9 - acre lot. Immediately west of the project there is a car dealer and car rental location. On the east, north, and south sides there are residential areas. The proposed site includes landscaping, parking spaces, drive aisles, and underground utilities. Figure 1 – Vicinity Map (Not To Scale) 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates Section 2 Hydrology Design Criteria, Methodology, and Analysis 2 .1 Hydrology Design Criteria and Methodology The existing and proposed condition hydrology calculations were prepared in conformance with the Orange County Hydrology Manual (OCHM), dated 1986 and its Addendum No. 1, dated 1996.The hydrology analysis and small area hydrograph were prepared using the Advanced Engineer Software (AES), a computer software approved by the Orange County Flood Control District that follows the hydrology methodology and criteria from the OCHM. For this analysis drainage area delineations were prepared following existing topog raphy and proposed contours for each analysis, flow paths, areas, and elevation were determined, as well as hydrology characteristics such as soil group and land use and pervious area. The rational method for the existing and proposed conditions for the 25-year and 100-year storm events were prepared for the proposed project. The RATSCX module was used to analyze and route runoff through each subarea using elevations, relative slopes, flow lengths, soil types, and acreage inputs to calculate time of concentration and peak flow rates. The input criteria for the model were as follows: Design Storm: 25- and 100-year storm events Antecedent Moisture Condition (AMC): II for 25-year and III for 100-year SCS Soil Group: A Existing Land Use: 11+ Dwellings/Acre (80% impervious) Proposed Land Use: 11+ Dwellings/Acre (80% impervious) 2 .1.1 Soil Conditions Per the USDA Natural Resources Conservation Service Soil Survey (USDA NRCS), published in 2006, the project site is located within the hydrology soil group of A. Group A Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. The project site location is shown on the USDA Soil Resource map, included in Appendix A. 2.1.2 Special Flood Hazard Zones Per FEMA’s Flood Insurance Rate Map (FIRM) the subject property is located within Zone A which designates areas without an established 1% chance storm flood elevation. Projects located within Flood Zone A areas require the first floor to be elevated a mini mum 2 feet above the natural highest adjacent ground in compliance with FEMA/SBC regulations. Per section 3.2.1 in the Orange County Local Drainage Manual for buildings located within areas that do not list a Base Flood Elevation then the elevation of the lowest floor of the building, including basements, or cellars must be at least 1 foot above the established BFE. If there isn’t a BFE, the 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates TAIT JOB # SP9104 Page 3 building pad must be 1 foot above the calculated 100-year water surface elevation for a new development. Per Figure 3-1 from the Orange County Local Drainage Manual (Included in Appendix F) the 100-year Flood Elevation for local streets is equivalent to the highest elevation along the property frontage at the right of way. 2 .2 Hydrology Analysis The following sections describe the existing and proposed drainage patterns for the project site. 2 .2.1 Existing Condition Hydrology Analysis The project site is located within the Anaheim Bay watershed, of the Orange County Flood Control District (OCFCD). The project discharges Santa Ana River-Reach 1 then to the Pacific Ocean. See Appendix F for watershed and downstream tributary maps. The topography of the project site is relatively flat with slopes varying from 0.4% to 4.9%. Site elevations range from 80 to 82 feet above Mean Sea Level. The existing site has buildings, landscape, and parking spaces. The existing condition consists of drainage areas A-1 through A-2, which consist of a total of 0.87 acres with 26% pervious area. See the Drainage Area Breakdown summary table in Section 3 of this report for exact drainage area specifications. In general, the easterly half of the site from the most westerly parking stalls to the right -of-way sheet flows to the central trench drain, drainage structure as shown in the existing conditions hydrology map located in Appendix B. From the trench drain a 4” outlet pipe is connected to a central 36” x 36” concrete catch basin. The catch basin contains a non-operational sump pump discovered by field inspection. From the existing 36” catch basin stormwater is pumped through a 2” curb outlet located along Bewley Street and outlets into the public storm drainage system from there. Stormwater deriving from the westerly half of the site in general tends to flow in many different directions and mainly towards the westerly property line denoted as “Outfall 2”. There appears to be no additional existing drainage improvements on-site other than the central trench drain inlet, the 36” catch basin and a 2” drainage outlet at the curb on Bewley. Additionally, it’s important to note that the north, south and east property lines are all lined with a block screen wall. In extreme storm events the site will pond and enter the central existing catch basin denoted as “Outfall 1”. If the existing pump located at Outfall 1 were to fail stormwater would then exit at the southeasterly property corner at the right-of-way which holds an interpolated existing elevation of (80.69) ft. Field measurements to the bottom of the existing drainage structures are listed on the included Hydrology Maps. 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates TAIT JOB # SP9104 Page 4 The Existing Hydrology Map is provided in Appendix B and it depicts drainage subareas, elevations, flow lengths and slopes used for the hydrology calculations. The existing condition 25- and 100-year storm events Rational Method analysis results are included in Appendix C. 2 .2.2 Proposed Condition Hydrology Analysis The proposed project will slightly alter the existing drainage patterns. The proposed site will include buildings, parking spaces, and landscaped areas. In the proposed condition the site is relatively flat with slopes varying from 0.0% to 3.2% in paved areas and up to 3.5% in landscaped areas. Site elevations range from 79 to 82 feet above Mean Sea Level. The proposed condition consists of drainage area s A-1 through A-6 which consist of 0.87 acres consisting of 23% pervious area respectively. In general, the overall drainage area A, water sheet flows from the northeast to the previously mentioned existing inlet, which connects to a central 36” x 36” catch basin/sump pump pit. A new pump will be installed by the contractor which is specified to handle 0.5 CFS along with a new larger 4” maximum diameter outlet pipe out to the curb face on N. Bewley St. Roughly, the westerly 3rd of the site similarly to the existing condition diverts flows to a landscape strip along the easterly property line where it is suspected that drainage percolates into the ground as in the existing condition. The existing soils are of type A which typically have a high capacity for percolation. In the proposed condition the overall drainage being diverted to outfall 2 is decreased by the addition of storm drainage inlets which divert flows to Outfall 1. Similarly to the existing condition, in an extreme storm scenario such as the 100-yr event the surrounding property walls would likely cause the site to pond and exit out at the south Easterly property corner at the right-of-way where the interpolated existing condition elevation is (80.69) CFS as shown on the Proposed Hydrology Map. The Proposed Hydrology Maps is provided in Appendix D and it depicts the drainage subareas, elevations, flow lengths and slopes used for the hydrology calculations. The proposed condition 25- and 100-year storm events Rational Method analysis results are included in Appendix E. Section 3 Summary of Results and Conclusions The overall total peak flow for the entire site sees a reduction in peak flows from the existing to proposed condition. The decrease in flows for the 25-year and 100-year storm event by 0.02 cfs & 0.03 cfs respectively. 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates TAIT JOB # SP9104 Page 5 The drainage pattern differs a bit from the existing to proposed condition where the proposed condition is diverting some flows from outfall 2 and re -directing them to outfall 1. The drainage pattern differs in the proposed condition due to the addition of drain inlets where previously outfall 2 in the existing condition doesn’t contain any drainage structures and diverts flows to the easterly and southerly property lines. See below for Outfall 1 & 2 s ummary and explanation. Outfall 1 sees a decrease in peak flows of roughly 0.7% in the 25-yr and 0.7% in the 100-year. This should be considered a negligible difference and will not cause any flooding to the existing or proposed habitable structures. In extreme storm scenarios the site will pond and runoff over the existing south easterly driveway entrance to the site with a low point of 80.69’ along the right-of-way. The highest point located at the right-of-way is 81.56’ and is also the established BFE elevation based on the Area ID Area (sf) Area (ac) Pervious Area (SF) Pervious Area (AC) Impervious Area (SF) Impervious Area (AC) Percent Impervious Soil Type 25 YR PEAK FLOW (cfs) 100 YR PEAK FLOW (cfs) DA A-1 22,301 0.512 3968 0.091 18333 0.421 82.2 A 1.84 2.37 DA A-2 15,612 0.358 5937 0.136 9675 0.222 62.0 A 1.27 1.64 ATOT 37,913 0.870 9905 0.227 28008 0.643 73.9 A 3.11 4.01 EXISTING DMA SUMMARY Area ID Area (sf) Area (ac)Pervious Area (SF) Pervious Area (AC) Impervious Area (SF) Impervious Area (AC) Percent Impervious Soil Type 25 YR PEAK FLOW (cfs) 100 YR PEAK FLOW (cfs) DA A-1 2,630 0.060 230 0.005 2,400 0.055 91.3 A 0.26 0.33 DA A-2 2,079 0.048 1,472 0.034 607 0.014 29.2 A 0.19 0.24 DA A-3 539 0.012 - 0.000 539 0.012 100.0 A 0.05 0.07 DA A-4 3,362 0.077 1,478 0.034 1,884 0.043 56.0 A 0.27 0.36 DA A-5 22,503 0.517 3,898 0.089 18,605 0.427 82.7 A 1.86 2.39 DA A-6 6,800 0.156 1,926 0.044 4,874 0.112 71.7 A 0.55 0.71 ATOT 37,913 0.87 9004 0.207 28909 0.664 76.3 A 3.09 3.98 PROPOSED DMA SUMMARY AREAS 25-YR (CFS) 100-YR (CFS) A-1 3.11 4.01 A-1-A-5 3.09 3.98 AREAS 25-YR (CFS) 100-YR (CFS) A-2 1.27 1.64 A-6 0.56 0.71 OUTFALL 1 SUMMARY (36" CATCH BASIN) OUTFALL 2 SUMMARY (EASTERLY PL LS PLANTER) EXISTING CONDITION PROPSED CONDITION EXISTING CONDITION PROPSED CONDITION 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates TAIT JOB # SP9104 Page 6 Orange County Local Drainage Manual as discussed in Section 2.1.2 in this report. The finished floors are at 82.62’ in the 3 westerly structures and 81.60’ for the existing building to remain towards the frontage of the property. To address ponding related concerns a hydrograph was developed for the 100-yr storm event in the proposed condition to evaluate runoff volumes. The AES Hydrograph output can be found in Appendix E. The total volume of the 100-yr storm in the proposed condition resulted in 0.34 AC-FT or 14,810 CF of stormwater runoff. The average flowrate for the 100-yr event prior to peak is roughly at 0.5 CFS and thus the 0.5 CFS pump was specified on the storm drainage plan. With a storm drainage pump operating at 0.5 CFS or 1800 CF-HR the pump would drawdown the entire 100-yr volume in roughly 8.23 HRs well below the required 48-hr drawdown due to vector concerns. During the storm peak there is expected to be some pondi ng during short periods but will not inundate any surrounding structures before existing the site at the south easterly corner. Outfall 2 sees a reduction in peak flows of 30% and 32% in the 25 -year and 100-year storm events. Based on the results of this study, the project development will not create an increase in runoff. Therefore, the proposed project improvements will not have an adverse effect on the downstream storm drain system. 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates TAIT JOB # SP9104 Page 7 APPENDIX 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates TAIT JOB # SP9104 Appendix A Appendix A –Geotechnical Report and Supporting Documentation 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 Hydrologic Soil Group—Orange County and Part of Riverside County, California Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/29/2024 Page 1 of 4 3735130 3735140 3735150 3735160 3735170 3735180 3735190 3735200 3735130 3735140 3735150 3735160 3735170 3735180 3735190 3735200 414880 414890 414900 414910 414920 414930 414940 414950 414960 414970 414980 414990 415000 414880 414890 414900 414910 414920 414930 414940 414950 414960 414970 414980 414990 415000 33° 45' 12'' N 117° 5 5' 9 '' W 33° 45' 12'' N 117° 5 5' 3 '' W 33° 45' 9'' N 117° 5 5' 9 '' W 33° 45' 9'' N 117° 5 5' 3 '' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 11N WGS84 0 25 50 100 150 Feet 0 5 10 20 30 Meters Map Scale: 1:598 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. 914-918 N Bewley St5/8/2025 MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Orange County and Part of Riverside County, California Survey Area Data: Version 17, Aug 30, 2023 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 14, 2022—Mar 17, 2022 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Orange County and Part of Riverside County, California Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/29/2024 Page 2 of 4 914-918 N Bewley St5/8/2025 Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 158 Hueneme fine sandy loam, drained A 1.1 100.0% Totals for Area of Interest 1.1 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Hydrologic Soil Group—Orange County and Part of Riverside County, California Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/29/2024 Page 3 of 4 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates TAIT JOB # SP9104 Appendix B Appendix B – Existing Hydrolgical Conditions Map 914-918 N Bewley St5/8/2025 AP N : 1 9 8 - 2 3 1 - 1 6 91 3 N . H A R B O R B L V D . APN: 198-231-09 926 N. BEWLEY ST. APN: 198-231-14 3633 W. HAZARD AVE. APN: 198-231-07 3631 W. HAZARD AVE. APN: 198-231-12 3627 W. HAZARD AVE. APN: 198-231-11 910 N. BEWLEY ST. (E) PRESCHOOL BUILDING AREA 2941 SF. FR O N T Y A R D NO PARKING NO PARKING 0.36 AC DA A-2 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) SHEDSHED BE W L E Y S T R E E T (L O C A L S T R E E T ) 914 BEWLEY ST. EXISTING BUILDING TO REMAIN (FF=81.60 ) 0.51 AC DA A-1 CITY OF SANTA ANA EXISTING CONDITION HYDROLOGY MAP N #.##AC X-# LEGEND 1 OF 1 Orange County San Luis Obispo Sacramento Riverside Denver Boise Dallas Atlanta 701 North Parkcenter Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com Since 1964 ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& EXISTING CONDITION HYDROLOGY MAP CHECKED: SW DATE: 04/15/2025 DRAWN: RT JOB NO: SP9104 DATE: 04/15/2025 914-918 N BEWLEY STREET WEST GROUP DESIGNS 19900 MACARTHUR BLVD, SUITE 1000 IRVINE, CA 92612 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates TAIT JOB # SP9104 Appendix C Appendix C – Existing Rational Method Results Existing AES Files See Attached Exhibit 914-918 N Bewley St5/8/2025 ____________________________________________________________________________ **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1334 Analysis prepared by: ************************** DESCRIPTION OF STUDY ************************** * SP9104 SANTA ANA * * EXISTING CONDITION * * 25 YEAR STORM EVENT * ************************************************************************** FILE NAME: SA25EX.DAT TIME/DATE OF STUDY: 09:03 04/15/2025 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 4.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) === ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.50 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 20.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 165.70 ELEVATION DATA: UPSTREAM(FEET) = 81.56 DOWNSTREAM(FEET) = 80.39 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.738 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.074 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 0.51 0.40 0.200 32 6.74 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200 SUBAREA RUNOFF(CFS) = 1.84 TOTAL AREA(ACRES) = 0.51 PEAK FLOW RATE(CFS) = 1.84 **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 50.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 79.73 DOWNSTREAM(FEET) = 77.58 FLOW LENGTH(FEET) = 11.10 MANNING'S N = 0.013 DEPTH OF FLOW IN 6.0 INCH PIPE IS 3.9 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 13.53 ESTIMATED PIPE DIAMETER(INCH) = 6.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 1.84 PIPE TRAVEL TIME(MIN.) = 0.01 Tc(MIN.) = 6.75 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 50.00 = 176.80 FEET. **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 50.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 6.75 RAINFALL INTENSITY(INCH/HR) = 4.07 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 EFFECTIVE STREAM AREA(ACRES) = 0.51 TOTAL STREAM AREA(ACRES) = 0.51 PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.84 914-918 N Bewley St5/8/2025 **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 40.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 129.10 ELEVATION DATA: UPSTREAM(FEET) = 80.86 DOWNSTREAM(FEET) = 79.88 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.677 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.095 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) CONDOMINIUMS A 0.36 0.40 0.350 32 6.68 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.350 SUBAREA RUNOFF(CFS) = 1.27 TOTAL AREA(ACRES) = 0.36 PEAK FLOW RATE(CFS) = 1.27 **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 50.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 6.68 RAINFALL INTENSITY(INCH/HR) = 4.10 AREA-AVERAGED Fm(INCH/HR) = 0.14 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.35 EFFECTIVE STREAM AREA(ACRES) = 0.36 TOTAL STREAM AREA(ACRES) = 0.36 PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.27 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 1.84 6.75 4.070 0.40( 0.08) 0.20 0.5 10.00 2 1.27 6.68 4.095 0.40( 0.14) 0.35 0.4 30.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.11 6.68 4.095 0.40( 0.10) 0.26 0.9 30.00 2 3.11 6.75 4.070 0.40( 0.10) 0.26 0.9 10.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 3.11 Tc(MIN.) = 6.75 EFFECTIVE AREA(ACRES) = 0.87 AREA-AVERAGED Fm(INCH/HR) = 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.26 TOTAL AREA(ACRES) = 0.9 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 50.00 = 176.80 FEET. ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.9 TC(MIN.) = 6.75 EFFECTIVE AREA(ACRES) = 0.87 AREA-AVERAGED Fm(INCH/HR)= 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.262 PEAK FLOW RATE(CFS) = 3.11 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.11 6.68 4.095 0.40( 0.10) 0.26 0.9 30.00 2 3.11 6.75 4.070 0.40( 0.10) 0.26 0.9 10.00 ============================================================================ ============================================================================ END OF RATIONAL METHOD ANALYSIS 914-918 N Bewley St5/8/2025 ____________________________________________________________________________ **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1334 Analysis prepared by: ************************** DESCRIPTION OF STUDY ************************** * SP9104 SANTA ANA * * EXISTING CONDITION * * 100 YEAR STORM EVENT * ************************************************************************** FILE NAME: SA25EX.DAT TIME/DATE OF STUDY: 09:12 04/15/2025 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 4.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) === ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.50 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 20.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 165.70 ELEVATION DATA: UPSTREAM(FEET) = 81.56 DOWNSTREAM(FEET) = 80.39 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.738 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.215 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 0.51 0.40 0.200 52 6.74 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200 SUBAREA RUNOFF(CFS) = 2.37 TOTAL AREA(ACRES) = 0.51 PEAK FLOW RATE(CFS) = 2.37 **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 50.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 79.73 DOWNSTREAM(FEET) = 77.58 FLOW LENGTH(FEET) = 11.10 MANNING'S N = 0.013 DEPTH OF FLOW IN 6.0 INCH PIPE IS 4.8 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 13.96 ESTIMATED PIPE DIAMETER(INCH) = 6.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 2.37 PIPE TRAVEL TIME(MIN.) = 0.01 Tc(MIN.) = 6.75 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 50.00 = 176.80 FEET. **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 50.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 6.75 RAINFALL INTENSITY(INCH/HR) = 5.21 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 EFFECTIVE STREAM AREA(ACRES) = 0.51 TOTAL STREAM AREA(ACRES) = 0.51 PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.37 914-918 N Bewley St5/8/2025 **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 40.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 129.10 ELEVATION DATA: UPSTREAM(FEET) = 80.86 DOWNSTREAM(FEET) = 79.88 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.677 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.242 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) CONDOMINIUMS A 0.36 0.40 0.350 52 6.68 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.350 SUBAREA RUNOFF(CFS) = 1.64 TOTAL AREA(ACRES) = 0.36 PEAK FLOW RATE(CFS) = 1.64 **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 50.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 6.68 RAINFALL INTENSITY(INCH/HR) = 5.24 AREA-AVERAGED Fm(INCH/HR) = 0.14 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.35 EFFECTIVE STREAM AREA(ACRES) = 0.36 TOTAL STREAM AREA(ACRES) = 0.36 PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.64 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 2.37 6.75 5.209 0.40( 0.08) 0.20 0.5 10.00 2 1.64 6.68 5.242 0.40( 0.14) 0.35 0.4 30.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 4.00 6.68 5.242 0.40( 0.10) 0.26 0.9 30.00 2 4.00 6.75 5.209 0.40( 0.10) 0.26 0.9 10.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 4.00 Tc(MIN.) = 6.75 EFFECTIVE AREA(ACRES) = 0.87 AREA-AVERAGED Fm(INCH/HR) = 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.26 TOTAL AREA(ACRES) = 0.9 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 50.00 = 176.80 FEET. ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.9 TC(MIN.) = 6.75 EFFECTIVE AREA(ACRES) = 0.87 AREA-AVERAGED Fm(INCH/HR)= 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.262 PEAK FLOW RATE(CFS) = 4.00 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 4.00 6.68 5.242 0.40( 0.10) 0.26 0.9 30.00 2 4.00 6.75 5.209 0.40( 0.10) 0.26 0.9 10.00 ============================================================================ ============================================================================ END OF RATIONAL METHOD ANALYSIS 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates TAIT JOB # SP9104 Appendix D Appendix D – Proposed Hydrological Condition Map 914-918 N Bewley St5/8/2025 (E) PRESCHOOL BUILDING AREA 2941 SF. FR O N T Y A R D NO PARKING NO PARKING LOADING ONLY NO P A R K I N G NO P A R K I N G AP N : 1 9 8 - 2 3 1 - 1 6 91 3 N . H A R B O R B L V D . APN: 198-231-09 926 N. BEWLEY ST. APN: 198-231-14 3633 W. HAZARD AVE. APN: 198-231-07 3631 W. HAZARD AVE. APN: 198-231-12 3627 W. HAZARD AVE. APN: 198-231-11 910 N. BEWLEY ST. NO PA R K I N G 0.52 AC DA A-5 0.06 AC DA A-1 0.16 AC DA A-6 0.01 AC DA A-3 0.08 AC DA A-4 0.05 AC DA A-2918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) 918 N. BEWLEY EXISTING BUILDING TO BE REMODELED (FF=82.62 ) 914 BEWLEY ST. EXISTING BUILDING TO REMAIN (FF=81.60 ) 916 N. BEWLEY PROPOSED ADU ADMIN STRUCTURE FF=82.62 1 OF 1 Orange County San Luis Obispo Sacramento Riverside Denver Boise Dallas Atlanta 701 North Parkcenter Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com Since 1964 ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& PROPOSED CONDITION HYDROLOGY MAP CHECKED: SW DATE: 03/12/2025 DRAWN: RT JOB NO: SP9104 DATE: 03/12/2025 914-918 N BEWLEY STREET WEST GROUP DESIGNS 19900 MACARTHUR BLVD, SUITE 1000 IRVINE, CA 92612 N CITY OF SANTA ANA PROPOSED CONDITION HYDROLOGY MAP #.##AC X-# LEGEND 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates TAIT JOB # SP9104 Appendix E Appendix E – Proposed Rational Method Results 914-918 N Bewley St5/8/2025 ____________________________________________________________________________ **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1334 Analysis prepared by: ************************** DESCRIPTION OF STUDY ************************** * SP9104 SANTA ANA * * PROPOSED CONDITION * * 25 YEAR STORM EVENT * ************************************************************************** FILE NAME: SA25PR.DAT TIME/DATE OF STUDY: 10:12 04/15/2025 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 4.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) === ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.50 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 20.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 44.50 ELEVATION DATA: UPSTREAM(FEET) = 80.50 DOWNSTREAM(FEET) = 79.95 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.824 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.06 0.40 0.100 32 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.26 TOTAL AREA(ACRES) = 0.06 PEAK FLOW RATE(CFS) = 0.26 **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 50.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 78.96 DOWNSTREAM(FEET) = 78.40 FLOW LENGTH(FEET) = 111.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 6.0 INCH PIPE IS 3.6 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 2.11 ESTIMATED PIPE DIAMETER(INCH) = 6.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.26 PIPE TRAVEL TIME(MIN.) = 0.88 Tc(MIN.) = 5.88 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 50.00 = 155.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 50.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 5.88 RAINFALL INTENSITY(INCH/HR) = 4.40 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.06 TOTAL STREAM AREA(ACRES) = 0.06 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.26 914-918 N Bewley St5/8/2025 **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 40.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 37.40 ELEVATION DATA: UPSTREAM(FEET) = 80.40 DOWNSTREAM(FEET) = 80.23 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.484 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.578 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "2 DWELLINGS/ACRE" A 0.05 0.40 0.700 32 5.48 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.700 SUBAREA RUNOFF(CFS) = 0.19 TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) = 0.19 **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 50.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 78.70 DOWNSTREAM(FEET) = 78.40 FLOW LENGTH(FEET) = 25.80 MANNING'S N = 0.013 DEPTH OF FLOW IN 6.0 INCH PIPE IS 2.3 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 2.64 ESTIMATED PIPE DIAMETER(INCH) = 6.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.19 PIPE TRAVEL TIME(MIN.) = 0.16 Tc(MIN.) = 5.65 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 50.00 = 63.20 FEET. **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 50.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 5.65 RAINFALL INTENSITY(INCH/HR) = 4.50 AREA-AVERAGED Fm(INCH/HR) = 0.28 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.70 EFFECTIVE STREAM AREA(ACRES) = 0.05 TOTAL STREAM AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.19 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.26 5.88 4.402 0.40( 0.04) 0.10 0.1 10.00 2 0.19 5.65 4.503 0.40( 0.28) 0.70 0.0 30.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.44 5.65 4.503 0.40( 0.15) 0.37 0.1 30.00 2 0.44 5.88 4.402 0.40( 0.15) 0.37 0.1 10.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 0.44 Tc(MIN.) = 5.65 EFFECTIVE AREA(ACRES) = 0.11 AREA-AVERAGED Fm(INCH/HR) = 0.15 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.37 TOTAL AREA(ACRES) = 0.1 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 50.00 = 155.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 80.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 78.40 DOWNSTREAM(FEET) = 78.17 FLOW LENGTH(FEET) = 36.20 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 3.6 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 2.62 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.44 PIPE TRAVEL TIME(MIN.) = 0.23 Tc(MIN.) = 5.88 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 80.00 = 191.70 FEET. **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 80.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 5.88 RAINFALL INTENSITY(INCH/HR) = 4.40 914-918 N Bewley St5/8/2025 AREA-AVERAGED Fm(INCH/HR) = 0.15 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.37 EFFECTIVE STREAM AREA(ACRES) = 0.11 TOTAL STREAM AREA(ACRES) = 0.11 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.44 **************************************************************************** FLOW PROCESS FROM NODE 60.00 TO NODE 70.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 18.10 ELEVATION DATA: UPSTREAM(FEET) = 80.86 DOWNSTREAM(FEET) = 80.39 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.824 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.01 0.40 0.100 32 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.05 TOTAL AREA(ACRES) = 0.01 PEAK FLOW RATE(CFS) = 0.05 **************************************************************************** FLOW PROCESS FROM NODE 70.00 TO NODE 80.00 IS CODE = 31 ---------------------------------------------------------------------------- ** WARNING: Computed Flowrate is less than 0.1 cfs, Routing Algorithm is UNAVAILABLE. **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 80.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 5.00 RAINFALL INTENSITY(INCH/HR) = 4.82 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.01 TOTAL STREAM AREA(ACRES) = 0.01 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.05 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.44 5.88 4.402 0.40( 0.15) 0.37 0.1 30.00 1 0.44 6.11 4.307 0.40( 0.15) 0.37 0.1 10.00 2 0.05 5.00 4.824 0.40( 0.04) 0.10 0.0 60.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.46 5.00 4.824 0.40( 0.14) 0.34 0.1 60.00 2 0.49 5.88 4.402 0.40( 0.14) 0.34 0.1 30.00 3 0.49 6.11 4.307 0.40( 0.14) 0.34 0.1 10.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 0.49 Tc(MIN.) = 5.88 EFFECTIVE AREA(ACRES) = 0.12 AREA-AVERAGED Fm(INCH/HR) = 0.14 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.34 TOTAL AREA(ACRES) = 0.1 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 80.00 = 191.70 FEET. **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 100.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 78.17 DOWNSTREAM(FEET) = 78.15 FLOW LENGTH(FEET) = 2.60 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 3.6 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 2.90 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.49 PIPE TRAVEL TIME(MIN.) = 0.01 Tc(MIN.) = 5.89 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 100.00 = 194.30 FEET. **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 100.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 5.89 RAINFALL INTENSITY(INCH/HR) = 4.40 AREA-AVERAGED Fm(INCH/HR) = 0.14 914-918 N Bewley St5/8/2025 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.34 EFFECTIVE STREAM AREA(ACRES) = 0.12 TOTAL STREAM AREA(ACRES) = 0.12 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.49 **************************************************************************** FLOW PROCESS FROM NODE 90.00 TO NODE 100.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 70.90 ELEVATION DATA: UPSTREAM(FEET) = 80.65 DOWNSTREAM(FEET) = 80.25 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.381 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.202 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "3-4 DWELLINGS/ACRE" A 0.08 0.40 0.600 32 6.38 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.600 SUBAREA RUNOFF(CFS) = 0.27 TOTAL AREA(ACRES) = 0.08 PEAK FLOW RATE(CFS) = 0.27 **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 100.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 6.38 RAINFALL INTENSITY(INCH/HR) = 4.20 AREA-AVERAGED Fm(INCH/HR) = 0.24 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.60 EFFECTIVE STREAM AREA(ACRES) = 0.08 TOTAL STREAM AREA(ACRES) = 0.08 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.27 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.46 5.02 4.815 0.40( 0.14) 0.34 0.1 60.00 1 0.49 5.89 4.396 0.40( 0.14) 0.34 0.1 30.00 1 0.49 6.12 4.301 0.40( 0.14) 0.34 0.1 10.00 2 0.27 6.38 4.202 0.40( 0.24) 0.60 0.1 90.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.71 5.02 4.815 0.40( 0.17) 0.44 0.2 60.00 2 0.75 5.89 4.396 0.40( 0.18) 0.44 0.2 30.00 3 0.76 6.12 4.301 0.40( 0.18) 0.44 0.2 10.00 4 0.75 6.38 4.202 0.40( 0.18) 0.44 0.2 90.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 0.76 Tc(MIN.) = 6.12 EFFECTIVE AREA(ACRES) = 0.19 AREA-AVERAGED Fm(INCH/HR) = 0.18 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.44 TOTAL AREA(ACRES) = 0.2 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 100.00 = 194.30 FEET. **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 130.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 78.15 DOWNSTREAM(FEET) = 77.42 FLOW LENGTH(FEET) = 110.20 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 4.9 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 3.06 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.76 PIPE TRAVEL TIME(MIN.) = 0.60 Tc(MIN.) = 6.72 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 130.00 = 304.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 130.00 TO NODE 130.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 6.72 RAINFALL INTENSITY(INCH/HR) = 4.08 AREA-AVERAGED Fm(INCH/HR) = 0.18 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.44 EFFECTIVE STREAM AREA(ACRES) = 0.19 TOTAL STREAM AREA(ACRES) = 0.20 914-918 N Bewley St5/8/2025 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.76 **************************************************************************** FLOW PROCESS FROM NODE 110.00 TO NODE 120.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 165.70 ELEVATION DATA: UPSTREAM(FEET) = 81.56 DOWNSTREAM(FEET) = 80.39 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.738 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.074 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 0.52 0.40 0.200 32 6.74 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200 SUBAREA RUNOFF(CFS) = 1.86 TOTAL AREA(ACRES) = 0.52 PEAK FLOW RATE(CFS) = 1.86 **************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 130.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 79.73 DOWNSTREAM(FEET) = 77.42 FLOW LENGTH(FEET) = 11.10 MANNING'S N = 0.013 DEPTH OF FLOW IN 6.0 INCH PIPE IS 3.9 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 13.92 ESTIMATED PIPE DIAMETER(INCH) = 6.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 1.86 PIPE TRAVEL TIME(MIN.) = 0.01 Tc(MIN.) = 6.75 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 130.00 = 176.80 FEET. **************************************************************************** FLOW PROCESS FROM NODE 130.00 TO NODE 130.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 6.75 RAINFALL INTENSITY(INCH/HR) = 4.07 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 EFFECTIVE STREAM AREA(ACRES) = 0.52 TOTAL STREAM AREA(ACRES) = 0.52 PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.86 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.71 5.62 4.515 0.40( 0.17) 0.44 0.2 60.00 1 0.75 6.49 4.162 0.40( 0.18) 0.44 0.2 30.00 1 0.76 6.72 4.079 0.40( 0.18) 0.44 0.2 10.00 1 0.75 6.98 3.994 0.40( 0.18) 0.44 0.2 90.00 2 1.86 6.75 4.070 0.40( 0.08) 0.20 0.5 110.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 2.43 5.62 4.515 0.40( 0.11) 0.26 0.6 60.00 2 2.58 6.49 4.162 0.40( 0.11) 0.27 0.7 30.00 3 2.61 6.72 4.079 0.40( 0.11) 0.27 0.7 10.00 4 2.61 6.75 4.070 0.40( 0.11) 0.27 0.7 110.00 5 2.57 6.98 3.994 0.40( 0.11) 0.27 0.7 90.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 2.61 Tc(MIN.) = 6.75 EFFECTIVE AREA(ACRES) = 0.71 AREA-AVERAGED Fm(INCH/HR) = 0.11 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.27 TOTAL AREA(ACRES) = 0.7 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 130.00 = 304.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 130.00 TO NODE 130.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 129.10 ELEVATION DATA: UPSTREAM(FEET) = 80.86 DOWNSTREAM(FEET) = 79.88 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.677 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.095 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) CONDOMINIUMS A 0.16 0.40 0.350 32 6.68 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 914-918 N Bewley St5/8/2025 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.350 SUBAREA AREA(ACRES) = 0.16 INITIAL SUBAREA RUNOFF(CFS) = 0.56 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.75 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.070 SUBAREA AREA(ACRES) = 0.16 SUBAREA RUNOFF(CFS) = 0.55 EFFECTIVE AREA(ACRES) = 0.87 AREA-AVERAGED Fm(INCH/HR) = 0.11 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.28 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) = 3.09 ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.9 TC(MIN.) = 6.75 EFFECTIVE AREA(ACRES) = 0.87 AREA-AVERAGED Fm(INCH/HR)= 0.11 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.281 PEAK FLOW RATE(CFS) = 3.09 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 2.97 5.62 4.515 0.40( 0.11) 0.28 0.7 60.00 2 3.07 6.49 4.162 0.40( 0.11) 0.28 0.8 30.00 3 3.09 6.72 4.079 0.40( 0.11) 0.28 0.9 10.00 4 3.09 6.75 4.070 0.40( 0.11) 0.28 0.9 110.00 5 3.04 6.98 3.994 0.40( 0.11) 0.28 0.9 90.00 ============================================================================ ============================================================================ END OF RATIONAL METHOD ANALYSIS 914-918 N Bewley St5/8/2025 ____________________________________________________________________________ **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1334 Analysis prepared by: ************************** DESCRIPTION OF STUDY ************************** * SP9104 SANTA ANA * * PROPOSED CONDITION * * 100 YEAR STORM EVENT * ************************************************************************** FILE NAME: SA100PR.DAT TIME/DATE OF STUDY: 10:34 04/15/2025 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 4.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) === ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.50 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 20.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 44.50 ELEVATION DATA: UPSTREAM(FEET) = 80.50 DOWNSTREAM(FEET) = 79.95 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.06 0.40 0.100 52 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.33 TOTAL AREA(ACRES) = 0.06 PEAK FLOW RATE(CFS) = 0.33 **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 50.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 78.96 DOWNSTREAM(FEET) = 78.40 FLOW LENGTH(FEET) = 111.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 6.0 INCH PIPE IS 4.3 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 2.21 ESTIMATED PIPE DIAMETER(INCH) = 6.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.33 PIPE TRAVEL TIME(MIN.) = 0.84 Tc(MIN.) = 5.84 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 50.00 = 155.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 50.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 5.84 RAINFALL INTENSITY(INCH/HR) = 5.66 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.06 TOTAL STREAM AREA(ACRES) = 0.06 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.33 914-918 N Bewley St5/8/2025 **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 40.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 37.40 ELEVATION DATA: UPSTREAM(FEET) = 80.40 DOWNSTREAM(FEET) = 80.23 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.484 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.868 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "2 DWELLINGS/ACRE" A 0.05 0.40 0.700 52 5.48 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.700 SUBAREA RUNOFF(CFS) = 0.24 TOTAL AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) = 0.24 **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 50.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 78.70 DOWNSTREAM(FEET) = 78.40 FLOW LENGTH(FEET) = 25.80 MANNING'S N = 0.013 DEPTH OF FLOW IN 6.0 INCH PIPE IS 2.7 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 2.83 ESTIMATED PIPE DIAMETER(INCH) = 6.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.24 PIPE TRAVEL TIME(MIN.) = 0.15 Tc(MIN.) = 5.64 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 50.00 = 63.20 FEET. **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 50.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 5.64 RAINFALL INTENSITY(INCH/HR) = 5.78 AREA-AVERAGED Fm(INCH/HR) = 0.28 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.70 EFFECTIVE STREAM AREA(ACRES) = 0.05 TOTAL STREAM AREA(ACRES) = 0.05 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.24 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.33 5.84 5.662 0.40( 0.04) 0.10 0.1 10.00 2 0.24 5.64 5.777 0.40( 0.28) 0.70 0.0 30.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.57 5.64 5.777 0.40( 0.15) 0.37 0.1 30.00 2 0.57 5.84 5.662 0.40( 0.15) 0.37 0.1 10.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 0.57 Tc(MIN.) = 5.64 EFFECTIVE AREA(ACRES) = 0.11 AREA-AVERAGED Fm(INCH/HR) = 0.15 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.37 TOTAL AREA(ACRES) = 0.1 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 50.00 = 155.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 80.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 78.40 DOWNSTREAM(FEET) = 78.17 FLOW LENGTH(FEET) = 36.20 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 4.2 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 2.81 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.57 PIPE TRAVEL TIME(MIN.) = 0.21 Tc(MIN.) = 5.85 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 80.00 = 191.70 FEET. **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 80.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 5.85 RAINFALL INTENSITY(INCH/HR) = 5.65 914-918 N Bewley St5/8/2025 AREA-AVERAGED Fm(INCH/HR) = 0.15 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.37 EFFECTIVE STREAM AREA(ACRES) = 0.11 TOTAL STREAM AREA(ACRES) = 0.11 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.57 **************************************************************************** FLOW PROCESS FROM NODE 60.00 TO NODE 70.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 18.10 ELEVATION DATA: UPSTREAM(FEET) = 80.86 DOWNSTREAM(FEET) = 80.39 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.01 0.40 0.100 52 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.07 TOTAL AREA(ACRES) = 0.01 PEAK FLOW RATE(CFS) = 0.07 **************************************************************************** FLOW PROCESS FROM NODE 70.00 TO NODE 80.00 IS CODE = 31 ---------------------------------------------------------------------------- ** WARNING: Computed Flowrate is less than 0.1 cfs, Routing Algorithm is UNAVAILABLE. **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 80.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 5.00 RAINFALL INTENSITY(INCH/HR) = 6.19 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.01 TOTAL STREAM AREA(ACRES) = 0.01 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.07 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.57 5.85 5.655 0.40( 0.15) 0.37 0.1 30.00 1 0.57 6.05 5.546 0.40( 0.15) 0.37 0.1 10.00 2 0.07 5.00 6.187 0.40( 0.04) 0.10 0.0 60.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.60 5.00 6.187 0.40( 0.14) 0.34 0.1 60.00 2 0.63 5.85 5.655 0.40( 0.14) 0.34 0.1 30.00 3 0.63 6.05 5.546 0.40( 0.14) 0.34 0.1 10.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 0.63 Tc(MIN.) = 5.85 EFFECTIVE AREA(ACRES) = 0.12 AREA-AVERAGED Fm(INCH/HR) = 0.14 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.34 TOTAL AREA(ACRES) = 0.1 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 80.00 = 191.70 FEET. **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 100.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 78.17 DOWNSTREAM(FEET) = 78.15 FLOW LENGTH(FEET) = 2.60 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 4.2 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 3.11 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.63 PIPE TRAVEL TIME(MIN.) = 0.01 Tc(MIN.) = 5.86 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 100.00 = 194.30 FEET. **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 100.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 5.86 RAINFALL INTENSITY(INCH/HR) = 5.65 AREA-AVERAGED Fm(INCH/HR) = 0.14 914-918 N Bewley St5/8/2025 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.34 EFFECTIVE STREAM AREA(ACRES) = 0.12 TOTAL STREAM AREA(ACRES) = 0.12 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.63 **************************************************************************** FLOW PROCESS FROM NODE 90.00 TO NODE 100.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 70.90 ELEVATION DATA: UPSTREAM(FEET) = 80.65 DOWNSTREAM(FEET) = 80.25 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.381 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.380 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "3-4 DWELLINGS/ACRE" A 0.08 0.40 0.600 52 6.38 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.600 SUBAREA RUNOFF(CFS) = 0.36 TOTAL AREA(ACRES) = 0.08 PEAK FLOW RATE(CFS) = 0.36 **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 100.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 6.38 RAINFALL INTENSITY(INCH/HR) = 5.38 AREA-AVERAGED Fm(INCH/HR) = 0.24 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.60 EFFECTIVE STREAM AREA(ACRES) = 0.08 TOTAL STREAM AREA(ACRES) = 0.08 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.36 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.60 5.01 6.177 0.40( 0.14) 0.34 0.1 60.00 1 0.63 5.86 5.647 0.40( 0.14) 0.34 0.1 30.00 1 0.63 6.07 5.538 0.40( 0.14) 0.34 0.1 10.00 2 0.36 6.38 5.380 0.40( 0.24) 0.60 0.1 90.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.92 5.01 6.177 0.40( 0.17) 0.44 0.2 60.00 2 0.97 5.86 5.647 0.40( 0.18) 0.44 0.2 30.00 3 0.98 6.07 5.538 0.40( 0.18) 0.44 0.2 10.00 4 0.97 6.38 5.380 0.40( 0.18) 0.44 0.2 90.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 0.98 Tc(MIN.) = 6.07 EFFECTIVE AREA(ACRES) = 0.19 AREA-AVERAGED Fm(INCH/HR) = 0.18 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.44 TOTAL AREA(ACRES) = 0.2 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 100.00 = 194.30 FEET. **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 130.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 78.15 DOWNSTREAM(FEET) = 77.42 FLOW LENGTH(FEET) = 110.20 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 5.8 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 3.26 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 0.98 PIPE TRAVEL TIME(MIN.) = 0.56 Tc(MIN.) = 6.63 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 130.00 = 304.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 130.00 TO NODE 130.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 6.63 RAINFALL INTENSITY(INCH/HR) = 5.26 AREA-AVERAGED Fm(INCH/HR) = 0.18 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.44 EFFECTIVE STREAM AREA(ACRES) = 0.19 TOTAL STREAM AREA(ACRES) = 0.20 914-918 N Bewley St5/8/2025 PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.98 **************************************************************************** FLOW PROCESS FROM NODE 110.00 TO NODE 120.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 165.70 ELEVATION DATA: UPSTREAM(FEET) = 81.56 DOWNSTREAM(FEET) = 80.39 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.738 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.215 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 0.52 0.40 0.200 52 6.74 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200 SUBAREA RUNOFF(CFS) = 2.39 TOTAL AREA(ACRES) = 0.52 PEAK FLOW RATE(CFS) = 2.39 **************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 130.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 79.73 DOWNSTREAM(FEET) = 77.42 FLOW LENGTH(FEET) = 11.10 MANNING'S N = 0.013 DEPTH OF FLOW IN 6.0 INCH PIPE IS 4.7 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 14.46 ESTIMATED PIPE DIAMETER(INCH) = 6.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 2.39 PIPE TRAVEL TIME(MIN.) = 0.01 Tc(MIN.) = 6.75 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 130.00 = 176.80 FEET. **************************************************************************** FLOW PROCESS FROM NODE 130.00 TO NODE 130.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 6.75 RAINFALL INTENSITY(INCH/HR) = 5.21 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 EFFECTIVE STREAM AREA(ACRES) = 0.52 TOTAL STREAM AREA(ACRES) = 0.52 PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.39 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 0.92 5.59 5.806 0.40( 0.17) 0.44 0.2 60.00 1 0.97 6.43 5.357 0.40( 0.18) 0.44 0.2 30.00 1 0.98 6.63 5.264 0.40( 0.18) 0.44 0.2 10.00 1 0.97 6.95 5.125 0.40( 0.18) 0.44 0.2 90.00 2 2.39 6.75 5.210 0.40( 0.08) 0.20 0.5 110.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.13 5.59 5.806 0.40( 0.11) 0.27 0.6 60.00 2 3.31 6.43 5.357 0.40( 0.11) 0.27 0.7 30.00 3 3.35 6.63 5.264 0.40( 0.11) 0.27 0.7 10.00 4 3.36 6.75 5.210 0.40( 0.11) 0.27 0.7 110.00 5 3.32 6.95 5.125 0.40( 0.11) 0.27 0.7 90.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 3.36 Tc(MIN.) = 6.75 EFFECTIVE AREA(ACRES) = 0.71 AREA-AVERAGED Fm(INCH/HR) = 0.11 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.27 TOTAL AREA(ACRES) = 0.7 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 130.00 = 304.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 130.00 TO NODE 130.00 IS CODE = 82 ---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 129.10 ELEVATION DATA: UPSTREAM(FEET) = 80.86 DOWNSTREAM(FEET) = 79.88 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.677 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.242 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) CONDOMINIUMS A 0.16 0.40 0.350 52 6.68 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 914-918 N Bewley St5/8/2025 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.350 SUBAREA AREA(ACRES) = 0.16 INITIAL SUBAREA RUNOFF(CFS) = 0.72 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: MAINLINE Tc(MIN.) = 6.75 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.210 SUBAREA AREA(ACRES) = 0.16 SUBAREA RUNOFF(CFS) = 0.71 EFFECTIVE AREA(ACRES) = 0.87 AREA-AVERAGED Fm(INCH/HR) = 0.11 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.28 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) = 3.98 ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.9 TC(MIN.) = 6.75 EFFECTIVE AREA(ACRES) = 0.87 AREA-AVERAGED Fm(INCH/HR)= 0.11 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.281 PEAK FLOW RATE(CFS) = 3.98 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.83 5.59 5.806 0.40( 0.11) 0.28 0.7 60.00 2 3.95 6.43 5.357 0.40( 0.11) 0.28 0.8 30.00 3 3.97 6.63 5.264 0.40( 0.11) 0.28 0.9 10.00 4 3.98 6.75 5.210 0.40( 0.11) 0.28 0.9 110.00 5 3.92 6.95 5.125 0.40( 0.11) 0.28 0.9 90.00 ============================================================================ ============================================================================ END OF RATIONAL METHOD ANALYSIS 914-918 N Bewley St5/8/2025 ____________________________________________________________________________ **************************************************************************** SMALL AREA UNIT HYDROGRAPH MODEL ============================================================================ (C) Copyright 1989-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1334 Analysis prepared by: **************************************************************************** ---------------------------------------------------------------------------- Problem Descriptions: SP9104 ---------------------------------------------------------------------------- RATIONAL METHOD CALIBRATION COEFFICIENT = 0.90 TOTAL CATCHMENT AREA(ACRES) = 0.87 SOIL-LOSS RATE, Fm,(INCH/HR) = 0.110 LOW LOSS FRACTION = 0.070 TIME OF CONCENTRATION(MIN.) = 6.75 SMALL AREA PEAK Q COMPUTED USING PEAK FLOW RATE FORMULA ORANGE COUNTY "VALLEY" RAINFALL VALUES ARE USED RETURN FREQUENCY(YEARS) = 100 5-MINUTE POINT RAINFALL VALUE(INCHES) = 0.52 30-MINUTE POINT RAINFALL VALUE(INCHES) = 1.09 1-HOUR POINT RAINFALL VALUE(INCHES) = 1.45 3-HOUR POINT RAINFALL VALUE(INCHES) = 2.43 6-HOUR POINT RAINFALL VALUE(INCHES) = 3.36 24-HOUR POINT RAINFALL VALUE(INCHES) = 5.63 ---------------------------------------------------------------------------- TOTAL CATCHMENT RUNOFF VOLUME(ACRE-FEET) = 0.34 TOTAL CATCHMENT SOIL-LOSS VOLUME(ACRE-FEET) = 0.07 **************************************************************************** TIME VOLUME Q 0. 2.5 5.0 7.5 10.0 (HOURS) (AF) (CFS) ---------------------------------------------------------------------------- 0.03 0.0000 0.00 Q . . . . 0.14 0.0003 0.06 Q . . . . 0.25 0.0009 0.06 Q . . . . 0.36 0.0015 0.06 Q . . . . 0.47 0.0021 0.06 Q . . . . 0.59 0.0027 0.06 Q . . . . 0.70 0.0033 0.07 Q . . . . 0.81 0.0039 0.07 Q . . . . 0.93 0.0045 0.07 Q . . . . 1.04 0.0051 0.07 Q . . . . 1.15 0.0057 0.07 Q . . . . 1.26 0.0064 0.07 Q . . . . 1.38 0.0070 0.07 Q . . . . 1.49 0.0076 0.07 Q . . . . 1.60 0.0082 0.07 Q . . . . 1.71 0.0089 0.07 Q . . . . 1.83 0.0095 0.07 Q . . . . 1.94 0.0101 0.07 Q . . . . 2.05 0.0108 0.07 Q . . . . 2.16 0.0114 0.07 Q . . . . 2.28 0.0121 0.07 Q . . . . 2.39 0.0127 0.07 Q . . . . 2.50 0.0134 0.07 Q . . . . 2.61 0.0140 0.07 Q . . . . 2.72 0.0147 0.07 Q . . . . 2.84 0.0153 0.07 Q . . . . 2.95 0.0160 0.07 Q . . . . 3.06 0.0167 0.07 Q . . . . 3.17 0.0174 0.07 Q . . . . 3.29 0.0180 0.07 Q . . . . 3.40 0.0187 0.07 Q . . . . 3.51 0.0194 0.07 Q . . . . 3.62 0.0201 0.07 Q . . . . 3.74 0.0208 0.07 Q . . . . 3.85 0.0215 0.08 Q . . . . 3.96 0.0222 0.08 Q . . . . 4.07 0.0229 0.08 Q . . . . 4.19 0.0236 0.08 Q . . . . 4.30 0.0243 0.08 Q . . . . 4.41 0.0250 0.08 Q . . . . 4.53 0.0258 0.08 Q . . . . 4.64 0.0265 0.08 Q . . . . 4.75 0.0272 0.08 Q . . . . 4.86 0.0280 0.08 Q . . . . 4.97 0.0287 0.08 Q . . . . 5.09 0.0294 0.08 Q . . . . 5.20 0.0302 0.08 Q . . . . 5.31 0.0309 0.08 Q . . . . 5.43 0.0317 0.08 Q . . . . 5.54 0.0325 0.08 Q . . . . 5.65 0.0332 0.08 Q . . . . 5.76 0.0340 0.08 Q . . . . 914-918 N Bewley St5/8/2025 5.88 0.0348 0.08 Q . . . . 5.99 0.0356 0.08 Q . . . . 6.10 0.0364 0.09 Q . . . . 6.21 0.0372 0.09 Q . . . . 6.32 0.0380 0.09 Q . . . . 6.44 0.0388 0.09 Q . . . . 6.55 0.0396 0.09 Q . . . . 6.66 0.0404 0.09 Q . . . . 6.78 0.0412 0.09 Q . . . . 6.89 0.0421 0.09 Q . . . . 7.00 0.0429 0.09 Q . . . . 7.11 0.0438 0.09 Q . . . . 7.22 0.0446 0.09 Q . . . . 7.34 0.0455 0.09 Q . . . . 7.45 0.0463 0.09 Q . . . . 7.56 0.0472 0.09 Q . . . . 7.68 0.0481 0.10 Q . . . . 7.79 0.0490 0.10 Q . . . . 7.90 0.0499 0.10 Q . . . . 8.01 0.0508 0.10 Q . . . . 8.12 0.0517 0.10 Q . . . . 8.24 0.0526 0.10 Q . . . . 8.35 0.0535 0.10 Q . . . . 8.46 0.0545 0.10 Q . . . . 8.57 0.0554 0.10 Q . . . . 8.69 0.0564 0.10 Q . . . . 8.80 0.0574 0.10 Q . . . . 8.91 0.0583 0.11 Q . . . . 9.02 0.0593 0.11 Q . . . . 9.14 0.0603 0.11 Q . . . . 9.25 0.0613 0.11 Q . . . . 9.36 0.0623 0.11 Q . . . . 9.48 0.0633 0.11 Q . . . . 9.59 0.0644 0.11 Q . . . . 9.70 0.0654 0.11 Q . . . . 9.81 0.0665 0.11 Q . . . . 9.93 0.0675 0.12 Q . . . . 10.04 0.0686 0.12 Q . . . . 10.15 0.0697 0.12 Q . . . . 10.26 0.0708 0.12 Q . . . . 10.38 0.0720 0.12 Q . . . . 10.49 0.0731 0.12 Q . . . . 10.60 0.0742 0.12 Q . . . . 10.71 0.0754 0.13 Q . . . . 10.82 0.0766 0.13 Q . . . . 10.94 0.0778 0.13 Q . . . . 11.05 0.0790 0.13 Q . . . . 11.16 0.0802 0.13 Q . . . . 11.27 0.0815 0.13 Q . . . . 11.39 0.0827 0.14 Q . . . . 11.50 0.0840 0.14 Q . . . . 11.61 0.0853 0.14 Q . . . . 11.73 0.0866 0.14 Q . . . . 11.84 0.0880 0.15 Q . . . . 11.95 0.0894 0.15 Q . . . . 12.06 0.0908 0.16 Q . . . . 12.18 0.0925 0.19 Q . . . . 12.29 0.0943 0.20 Q . . . . 12.40 0.0961 0.20 Q . . . . 12.51 0.0980 0.20 Q . . . . 12.62 0.0999 0.21 Q . . . . 12.74 0.1018 0.21 Q . . . . 12.85 0.1038 0.21 Q . . . . 12.96 0.1058 0.22 Q . . . . 13.07 0.1078 0.22 Q . . . . 13.19 0.1099 0.23 Q . . . . 13.30 0.1120 0.23 Q . . . . 13.41 0.1142 0.24 Q . . . . 13.52 0.1164 0.24 Q . . . . 13.64 0.1187 0.25 Q . . . . 13.75 0.1210 0.25 .Q . . . . 13.86 0.1234 0.26 .Q . . . . 13.98 0.1258 0.27 .Q . . . . 14.09 0.1284 0.28 .Q . . . . 14.20 0.1310 0.28 .Q . . . . 14.31 0.1337 0.30 .Q . . . . 14.43 0.1365 0.30 .Q . . . . 14.54 0.1394 0.32 .Q . . . . 14.65 0.1424 0.33 .Q . . . . 14.76 0.1455 0.35 .Q . . . . 14.88 0.1488 0.36 .Q . . . . 14.99 0.1522 0.38 .Q . . . . 15.10 0.1558 0.40 .Q . . . . 15.21 0.1597 0.43 .Q . . . . 15.32 0.1638 0.45 .Q . . . . 15.44 0.1680 0.45 .Q . . . . 15.55 0.1724 0.48 .Q . . . . 15.66 0.1773 0.58 . Q . . . . 15.77 0.1830 0.65 . Q . . . . 15.89 0.1903 0.92 . Q . . . . 16.00 0.2006 1.27 . Q . . . . 16.11 0.2251 4.01 . . Q . . . 16.23 0.2473 0.76 . Q . . . . 16.34 0.2532 0.52 . Q . . . . 16.45 0.2579 0.48 .Q . . . . 16.56 0.2620 0.41 .Q . . . . 16.67 0.2657 0.37 .Q . . . . 16.79 0.2690 0.34 .Q . . . . 16.90 0.2720 0.31 .Q . . . . 17.01 0.2748 0.29 .Q . . . . 914-918 N Bewley St5/8/2025 17.12 0.2774 0.27 .Q . . . . 17.24 0.2798 0.26 .Q . . . . 17.35 0.2822 0.24 Q . . . . 17.46 0.2844 0.23 Q . . . . 17.58 0.2865 0.22 Q . . . . 17.69 0.2885 0.22 Q . . . . 17.80 0.2905 0.21 Q . . . . 17.91 0.2924 0.20 Q . . . . 18.02 0.2942 0.19 Q . . . . 18.14 0.2958 0.15 Q . . . . 18.25 0.2972 0.14 Q . . . . 18.36 0.2985 0.14 Q . . . . 18.48 0.2998 0.14 Q . . . . 18.59 0.3011 0.13 Q . . . . 18.70 0.3023 0.13 Q . . . . 18.81 0.3035 0.13 Q . . . . 18.92 0.3046 0.12 Q . . . . 19.04 0.3057 0.12 Q . . . . 19.15 0.3068 0.12 Q . . . . 19.26 0.3079 0.11 Q . . . . 19.38 0.3089 0.11 Q . . . . 19.49 0.3100 0.11 Q . . . . 19.60 0.3110 0.11 Q . . . . 19.71 0.3119 0.10 Q . . . . 19.83 0.3129 0.10 Q . . . . 19.94 0.3139 0.10 Q . . . . 20.05 0.3148 0.10 Q . . . . 20.16 0.3157 0.10 Q . . . . 20.27 0.3166 0.10 Q . . . . 20.39 0.3175 0.09 Q . . . . 20.50 0.3183 0.09 Q . . . . 20.61 0.3192 0.09 Q . . . . 20.73 0.3200 0.09 Q . . . . 20.84 0.3209 0.09 Q . . . . 20.95 0.3217 0.09 Q . . . . 21.06 0.3225 0.09 Q . . . . 21.17 0.3233 0.08 Q . . . . 21.29 0.3241 0.08 Q . . . . 21.40 0.3248 0.08 Q . . . . 21.51 0.3256 0.08 Q . . . . 21.62 0.3263 0.08 Q . . . . 21.74 0.3271 0.08 Q . . . . 21.85 0.3278 0.08 Q . . . . 21.96 0.3285 0.08 Q . . . . 22.08 0.3292 0.08 Q . . . . 22.19 0.3299 0.08 Q . . . . 22.30 0.3306 0.07 Q . . . . 22.41 0.3313 0.07 Q . . . . 22.52 0.3320 0.07 Q . . . . 22.64 0.3327 0.07 Q . . . . 22.75 0.3334 0.07 Q . . . . 22.86 0.3340 0.07 Q . . . . 22.98 0.3347 0.07 Q . . . . 23.09 0.3353 0.07 Q . . . . 23.20 0.3360 0.07 Q . . . . 23.31 0.3366 0.07 Q . . . . 23.42 0.3372 0.07 Q . . . . 23.54 0.3378 0.07 Q . . . . 23.65 0.3385 0.07 Q . . . . 23.76 0.3391 0.07 Q . . . . 23.88 0.3397 0.06 Q . . . . 23.99 0.3403 0.06 Q . . . . 24.10 0.3409 0.06 Q . . . . 24.21 0.3412 0.00 Q . . . . ---------------------------------------------------------------------------- -------------------------------------------------------------------------------- TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE: (Note: 100% of Peak Flow Rate estimate assumed to have an instantaneous time duration) Percentile of Estimated Duration Peak Flow Rate (minutes) ======================= ========= 0% 1444.5 10% 87.8 20% 20.2 30% 13.5 40% 6.8 50% 6.8 60% 6.8 70% 6.8 80% 6.8 90% 6.8 914-918 N Bewley St5/8/2025 Illumination Foundation Santa Ana, California Hydrology Report by TAIT & Associates TAIT JOB # SP9104 Appendix F Appendix F – Watershed Maps 914-918 N Bewley St5/8/2025 918 N Bewley St, Santa Ana, CA, 9270… County of Los Angeles, Bureau of Land Management, Esri, HERE, Garmin, USGS, NG… Powered by Esri Sign In Authoritative OC Public Works No Matter Where You Live … You Live in a Watershed. The eleven watersheds in Orange County are grouped into three Watershed Management Areas, as illustrated in this map. View Full Details Web Map Date Updated Published Date Anyone can see this content View license details I want to use this 7/29/24, 4:49 PM Orange County - Our Watersheds | County of Orange, CA https://data-ocpw.opendata.arcgis.com/maps/6186e6d36ec14e699621486913610e3f/explore?location=33.752387%2C-117.882071%2C12.35 1/1 914-918 N Bewley St5/8/2025 WATERS GeoViewer Print Map US EPA, Esri, NASA, NGA, USGS, County of Los Angeles, California State Parks, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/ Result: Link Path Result: Streams Selected Result: Catchments Selected Result: Delineated Area Streams Flow Direction 8/23/2024, 2:23:08 PM 0 2 4 1 mi 0 3 6 1.5 km 1:144,448 US Environment Protection Agency Esri, NASA, NGA, USGS | County of Los Angeles, California State Parks, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, USDA, USFWS | US EPA | PROJECT SITE 618 N. BEWLEY ST. SANTA ANA CA. SANTA ANA RIVER 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 914-918 N Bewley St5/8/2025 PROPOSED REMODELED BUILDING CONC. HARDSCAPE N.I.C GRASS ACCESSIBLE PATH OF TRAVEL (POT) PROPOSED REMODEL 2-STORY 5 MIXED UNITS 918 N. BEWLEY PROPOSED REMODEL 2-STORY 6 MIXED UNITS 918 N. BEWLEY UNENCLOSED BACK PATIO (E) PRESCHOOL BUILDING AREA 2941 SF. 914 N. BEWLEY (E) GARBAGE ENCLOSURE BEWLEY STREET FRONT YARD 10 9 8 7 6 5 4 3 11 12 15 16 17 1 2 3 4 5 6 7 PR O P O S E D A D U 91 6 N . B E W L E Y LO A D I N G O N L Y 19 ' - 0 " 5' - 0"11' - 8"5' - 9"27' - 3"12' - 7"27' - 3"30' - 7" 11 ' - 3 " SN.01 SN.02 SN.03 SN.01 SN.04 SN.04 SN.04 SN.04 SN.05 SN.02 18 SN.03 SN.06 SN.03 (E) CARPORT (E) CARPORT SN.02 8 SN.07 TOTAL PARKING 28 8' - 6 " 8' - 6 " 8' - 6 " 8' - 6 " 10 ' - 8 " 8' - 6 " 8' - 6 " 9' - 0 " 8' - 0 " 9' - 0 " 8' - 6"8' - 6"8' - 9 1/2"17' - 9 1/2"9' - 3"9' - 8"9' - 8"9' - 0"10' - 4"9' - 0"10' - 4"8' - 6" 8' - 6"8' - 6"11' - 0 1/2"8' - 6"10' - 10"8' - 6"10' - 10"9' - 0"11' - 0" LOADING AREA SN.02 SN.06 5' - 0" 5'-0" REAR EASEMENT SN.08 G-1.2 15 G-1.2 15 3' - 0" ROOF OVERHANG ABOVE 3' - 8 3/4" 5' - 0 " 39 ' - 6 " 39 ' - 0 " 3' - 1 1 " BUILDING A BUILDING B 13 14 2 1 4' - 2 " 4' - 2 " 22' - 5" 44 ' - 8 " 72 ' - 3 " SIDE YARD TO BE MAINTAINED -NO DEVELOPMENT -DUE TO ALLOWABLE AREA INCREASE FR O N T Y A R D T O B E M A I N T A I N E D - NO DE V E L O P M E N T - DU E T O A L L O W A B L E AR E A I N C R E A S E PREMANUFACTURERED WATER HEATER CLOSET -HOLDRITE OR SIMILAR 36 " M I N 3' - 4 " 2' - 0 " SN.09 SN.09 SN.10 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh SITE PLAN A0-2.1 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND GENERAL NOTES 1. SEE SHEET G0-2.2 FOR ALL ACCESSIBLE SIGNAGE REQUIREMENTS AND NOTES. 2. ACCESSIBLE PARKING SIGNAGE PART OF BASE BUILDING PERMIT. (NOT IN SCOPE) ALL EXISTING SIGNAGE MUST CONFORM TO ACCESSIBILITY SIGNAGE NOTES. 3. NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE AND CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY. IMPROVEMENT KEYNOTE PARKING SCHEDULE STALL TYPE REQUIRED PROVIDED ADA STALS 1 1 STANDARD STALS 25 27 28 1/16" = 1'-0" SITE PLAN - RENOVATION 1 SN# DESCRIPTION SN.01 ADA RAMP SN.02 STAIRS SN.03 CONC. SLAB SN.04 PARKING STALLS SN.05 VAN ACCESSIBLE PARKING STALL SN.06 LANDSCPE SN.07 6' WROUGHT IRON FENCE TO MATCH EXISTING SN.08 30"X30" FLOOR ACCESS PANEL SN.09 REMOVE AND REPLACE SITE LIGHT SN.10 PROVIDE TRASH ENCLOUSER GATE - SEE DETAIL 4/A0-3.1 NORT H A A A 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 A CONSTRUCTION AUDIT 03/24/2025Revision to 101118573 (issued on 5/7/25) Rev1 #101124002 APPROVALS : PLNG - C. Santana BLDG - A. So UP UP WALL TO REMAIN WALL TO BE REMOVED DOOR TO BE REMOVED AND SAVED FOR (REUSE, STORAGE BY OWNER ETC-PICK ONE) DOOR TO REMAIN (E) STORAGE SHED (E) STORAGE SHED DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.01 DN.01DN.01 DN.01 PN.05 DN.04 DN.04 DN.04 DN.04 DN.02 DN.04 DN.04 DN.04 DN.04 DN.02 DN.05DN.05DN.05 DN.01 PN.01 PN.02 PN.03 DN.06DN.06 DN.06 DN.06 DN.06 DN.06 PN.04 PN.04 PN.04 PN.04 PN.04 PN.04 PN.04 PN.04 DN.06 DN.06DN.06 DN.06 PN.04 PN.04 PN.04 DN.06 DN.07 TYP.PN.06 TYP.PN.06 TYP.PN.06 TYP.PN.06 TYP.PN.06 TYP.PN.06 TYP.PN.06 TYP.PN.06 TYP.PN.06 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07DN.07 DN.07 DN.07DN.07 DN.07 DN.07 DN.07 DN.07DN.07 DN.07 DN.07 DN.07DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.08 PN.04 PN.04 PN.04 PN.04 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh 1ST FLOOR DEMOLITION PLAN A1-1.1 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND GENERAL NOTES DEMOLITION KEYNOTES 1. DEMOLITION, REMOVAL AND PATCHING, SCOPE OF WORK TO INCLUDE: a. PROTECTION OF EXISTING WORK TO REMAIN. b. TEMPORARY PARTITIONS AND BARRICADES. c. REMOVAL OF ITEMS SHOWN. d. SAW CUT AND CORE EXISTING CONCRETE. e. REMOVAL, STORAGE, PROTECTION AND INSTALLATION OF ITEMS TO BE REUSED. f. REMOVAL OF EXISTING ITEMS AS NECESSARY TO PROVIDE FOR NEW CONSTRUCTION. g. RELOCATION OF INDICATED ITEMS. h. DEBRIS REMOVAL. i. PATCHING AS NECESSARY TO MATCH EXISTING. 2. INCLUDE THE REWORKING OF ABUTTING SURFACE AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. 3. DUST BARRIERS: ERECT TEMPORARY DUST BARRIERS OF PLYWOOD OR OTHER ACCEPTABLE MATERIAL WHICH WILL POSITIVELY PREVENT PASSAGE OF DEBRIS AND DUST. SEAL ENTIRE PERIMETER AND ALL JOINTS. 4. ITEMS TO BE REUSED: EXERCISE THE GREATEST POSSIBLE CARE WHEN REMOVING ITEMS SCHEDULED FOR REUSE. USE ONLY MECHANICS SKILLED IN THE APPROPRIATE CRAFTS. IDENTIFY POINT OF REUSE, STORE AND PROTECT AT LOCATIONS DIRECTED. 5. REMOVE ALL WALLS SHOWN DASHED AND ITEMS LOCATED ON WALLS, INCLUDING BUT NOT LIMITED TO ELEC/TELE/DATA OUTLETS, SWITCHES, TIMERS, ETC. 6. HOLES THROUGH EXISTING CONCRETE CONSTRUCTION TO ACCOMMODATE NEW CONDUIT OR PIPING SHALL BE NEATLY CORED, NOT JACK HAMMERED, TO SATISFY LOCATION AND SIZE REQUIREMENTS OF RESPECTIVE TRADES. COORDINATE WORK WITH VARIOUS CRAFTS TO ASSURE THE PROPER SEQUENCE, LIMITS, METHODS, AND TIME OF PERFORMANCE. 7. PROVIDE AND MAINTAIN TEMPORARY PARTITIONS FOR THE PROTECTION OF THE EXISTING FACILITY, CONTENTS, AND ANY NEW WORK OF THIS CONTRACT AGAINST RUST, WEATHER, DAMAGE AND NOISE. 8. ITEMS OF EXISTING: WORK INDICATED TO REMAIN UPON COMPLETION OF THE CONTRACT, BUT WHICH REQUIRE REMOVAL. TO COMPLETE THE WORK, SHALL BE CAREFULLY REMOVED AND REPLACED UPON COMPLETION. THE REPLACED WORK SHALL MATCH ITS CONDITION AT THE START OF THE WORK. 9. LEAVE ALL SPACES BROOM CLEAN WITH ALL LEDGES AND CORNERS PROPERLY CLEANED. 10. ALL CORRIDORS, STAIRWAYS, AND LOBBIES ARE TO REMAIN OPERATIONAL AND FREE OF DEBRIS. ALL WORK IN THESE AREAS TO BE PERFORMED AFTER REGULAR BUSINESS HOURS. 11. ALL FLOOR MONUMENTS TO BE REMOVED AND CAPPED WHERE OCCUR. 12. PROTECT THE BUILDING OWNER'S PROPERTY, INCLUDING NOT IN CONTRACT AREAS ACCESSIBLE TO CONTRACTOR. 13. IN AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, PARTITIONS) CAUSES UNEVENNESS IN SLAB, THE CONTRACTOR SHALL PATCH SLAB TO LEVEL PRIOR TO INSTALLATION OF NEW FINISH FLOOR. DN.## DN# DESCRIPTION DN.01 DEMO (E) UNIT ENTRY STAIRS DN.02 DEMO (E) DOOR DN.04 DEMO (E) WALL SHOWN DASHED DN.05 REMOVE (E) CURB AND LANDSCAPE DN.06 DEMO (E) WINDOW DN.07 REMOVE ALL INTERIOR PLASTER AND DRYWALL.TYP. DN.08 REMOVE AND REPLACE VENT AND FRAME PROTECTION KEYNOTES PN.## PN# DESCRIPTION PN.01 (E) WATER METER TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION PN.02 (E) ELECTRIC METER TO REMAIN PN.03 (E) LANDSCAPE AND CURB TO REMAIN AND PROTECT IN PLACE PN.04 (E)WINDOW TO REMAIN PN.05 EXISTING STAIRS TO REMAIN - PROTECT IN PLACE 1/4" = 1'-0" 1st FLOOR - DEMOLITION PLAN 1 NORT H 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 A CONSTRUCTION AUDIT 03/24/2025 A DN DN WALL TO REMAIN WALL TO BE REMOVED DOOR TO BE REMOVED AND SAVED FOR (REUSE, STORAGE BY OWNER ETC-PICK ONE) DOOR TO REMAIN DN.01 DN.01 DN.01 DN.01 DN.01 PN.01 DN.04 PN.01 DN.04 DN.04DN.04 DN.04 DN.04 DN.04 DN.04 DN.04 DN.04 DN.04DN.04 DN.04 DN.04 DN.04DN.04 DN.04 DN.04 DN.04 DN.04 DN.04 DN.04 DN.04DN.04 PN.01 PN.01 PN.03 PN.02 PN.02 DN.06 DN.06 DN.06 DN.06 DN.06DN.06 DN.06 DN.06 DN.06 DN.06 DN.06 DN.06 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh 2ND FLOOR DEMOLITION PLAN A1-1.2 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 GENERAL NOTES 1. DEMOLITION, REMOVAL AND PATCHING, SCOPE OF WORK TO INCLUDE: a. PROTECTION OF EXISTING WORK TO REMAIN. b. TEMPORARY PARTITIONS AND BARRICADES. c. REMOVAL OF ITEMS SHOWN. d. SAW CUT AND CORE EXISTING CONCRETE. e. REMOVAL, STORAGE, PROTECTION AND INSTALLATION OF ITEMS TO BE REUSED. f. REMOVAL OF EXISTING ITEMS AS NECESSARY TO PROVIDE FOR NEW CONSTRUCTION. g. RELOCATION OF INDICATED ITEMS. h. DEBRIS REMOVAL. i. PATCHING AS NECESSARY TO MATCH EXISTING. 2. INCLUDE THE REWORKING OF ABUTTING SURFACE AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. 3. DUST BARRIERS: ERECT TEMPORARY DUST BARRIERS OF PLYWOOD OR OTHER ACCEPTABLE MATERIAL WHICH WILL POSITIVELY PREVENT PASSAGE OF DEBRIS AND DUST. SEAL ENTIRE PERIMETER AND ALL JOINTS. 4. ITEMS TO BE REUSED: EXERCISE THE GREATEST POSSIBLE CARE WHEN REMOVING ITEMS SCHEDULED FOR REUSE. USE ONLY MECHANICS SKILLED IN THE APPROPRIATE CRAFTS. IDENTIFY POINT OF REUSE, STORE AND PROTECT AT LOCATIONS DIRECTED. 5. REMOVE ALL WALLS SHOWN DASHED AND ITEMS LOCATED ON WALLS, INCLUDING BUT NOT LIMITED TO ELEC/TELE/DATA OUTLETS, SWITCHES, TIMERS, ETC. 6. HOLES THROUGH EXISTING CONCRETE CONSTRUCTION TO ACCOMMODATE NEW CONDUIT OR PIPING SHALL BE NEATLY CORED, NOT JACK HAMMERED, TO SATISFY LOCATION AND SIZE REQUIREMENTS OF RESPECTIVE TRADES. COORDINATE WORK WITH VARIOUS CRAFTS TO ASSURE THE PROPER SEQUENCE, LIMITS, METHODS, AND TIME OF PERFORMANCE. 7. PROVIDE AND MAINTAIN TEMPORARY PARTITIONS FOR THE PROTECTION OF THE EXISTING FACILITY, CONTENTS, AND ANY NEW WORK OF THIS CONTRACT AGAINST RUST, WEATHER, DAMAGE AND NOISE. 8. ITEMS OF EXISTING: WORK INDICATED TO REMAIN UPON COMPLETION OF THE CONTRACT, BUT WHICH REQUIRE REMOVAL. TO COMPLETE THE WORK, SHALL BE CAREFULLY REMOVED AND REPLACED UPON COMPLETION. THE REPLACED WORK SHALL MATCH ITS CONDITION AT THE START OF THE WORK. 9. LEAVE ALL SPACES BROOM CLEAN WITH ALL LEDGES AND CORNERS PROPERLY CLEANED. 10. ALL CORRIDORS, STAIRWAYS, AND LOBBIES ARE TO REMAIN OPERATIONAL AND FREE OF DEBRIS. ALL WORK IN THESE AREAS TO BE PERFORMED AFTER REGULAR BUSINESS HOURS. 11. ALL FLOOR MONUMENTS TO BE REMOVED AND CAPPED WHERE OCCUR. 12. PROTECT THE BUILDING OWNER'S PROPERTY, INCLUDING NOT IN CONTRACT AREAS ACCESSIBLE TO CONTRACTOR. 13. IN AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, PARTITIONS) CAUSES UNEVENNESS IN SLAB, THE CONTRACTOR SHALL PATCH SLAB TO LEVEL PRIOR TO INSTALLATION OF NEW FINISH FLOOR. 14. EXISTING EXTERIOR WINDOW COVERING TO REMAIN U.N.O., CONTRACTOR TO BAG BLINDS AND PROTECT IN PLACE DURING CONSTRUCTION. LEGEND DN# DESCRIPTION DN.01 DEMO (E) ENTRY DOOR DN.04 DEMO (E) WINDOW DN.06 REMOVE ALL INTERIOR PLASTER AND DRYWALL.TYP. DEMOLITION KEYNOTES 1/4" = 1'-0" 2nd FLOOR - DEMOLITION PLAN 1 NORT H 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 A CONSTRUCTION AUDIT 03/24/2025 PROTECTION KEYNOTES PN# DESCRIPTION PN.01 (E)WINDOW TO REMAIN PN.02 EXISTING GUARD RAILS TO REMAIN - PROTECT IN PLACE PN.03 EXISTING STAIRS TO REMAIN - PROTECT IN PLACE A DN.01 DN.01 DN.01DN.01 PN.01PN.01 PN.01 DN.02 DN.02 DN.02 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Author Checker DEMO ROOF PLAN A1-1.3 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 A CONSTRUCTION AUDIT 03/24/2025 1/4" = 1'-0" ROOF DEMO 1 DEMOLITION KEYNOTES PROTECTION KEYNOTES SN# DESCRIPTION DN.01 REMOVE (E) GUTTER DN.02 REMOVE (E) DOWNSPOUT PN# DESCRIPTION PN.01 (E)BUILD UP TO REMAIN A DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02DN.02 DN.02 DN.02 DN.02 DN.02DN.02 DN.02 DN.02 DN.02DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.01 DN.02 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Author Checker 1ST FLOOR DEMO RCP A1-1.4 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" 1st FLOOR - DEMOLITION RCP 1 SHEET KEYNOTES SN.## SN# DESCRIPTION DN.01 REMOVE ALL INTERIOR PLASTERS AND DRYWALL,TYP. DN.02 REMOVE ALL (E) LIGHTING FIXTURES DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.01 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02DN.02 DN.02 DN.02 DN.02DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.02 DN.03 DN.02 DN.01 DN.02 DN.03 DN.03 DN.03 DN.01 DN.02 DN.01 DN.02 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Author Checker 2ND FLOOR DEMO RCP A1-1.5 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 A CONSTRUCTION AUDIT 03/24/2025 SN# DESCRIPTION DN.01 REMOVE ALL INTERIOR PLASTERS AND DRYWALL,TYP. DN.02 REMOVE ALL (E) LIGHTING FIXTURES DN.03 REMOVE (E) WOOD FINISH SOFFIT SHEET KEYNOTES A REF REF REF UP REF W/D W/D W/D W/D DN UP W/D REF WH WH (E) WALL TO REMAIN 1 HR FIRE RATED WALL DOOR REFERENCE WOOD STUD WALL: WOOD STUDS @ 16" O.C., UNLESS OTHERWISE NOTED. MILLWORK, SEE MILLWORK DETAILS DOOR TAG SEE A6-1.1 AT PLAM SURFACE: PROVIDE TOP MOUNT SINK AT SOLID SURFACE: PROVIDE UNDER-MOUNT SINK SINK: 0000A (TYPICAL WALL TYPE A UNLESS OTHERWISE NOTED) SEE WALL REFERENCE 1/A9-1.1 A 6" 6'-0" STUD SIZE LOW PARTITION HEIGHT (WHERE OCCURS) WALL TYPE A ACOUSTIC BATT INSULATION (E) STORAGE SN.01 SN.02 608 SF UNIT 102 399 SF UNIT 105 811 SF UNIT 101 401 SF UNIT 103 003 003 002 004 003 002 002 002 00 2 001 002 001 002 001 005 004 003 004 003 002 004 001 001001 003 LIVING ROOM BEDROOM B B B B F C B B A B B A B B F B B C B BB A C B B A B C B A B B B B B B B BATHROOM BEDROOM BEDROOM KITCHEN BATHROOM BATHROOM BEDROOM LIVING ROOM BEDROOM KITCHEN LIVING ROOM LIVING ROOM LIVING ROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM KITCHEN KITCHEN KITCHEN BATHROOM BATHROOM BATHROOM 27' - 3" 11' - 11" 4' - 3 3 / 4 " 7' - 8 3 / 4 " 9' - 8 1 / 4 " 6' - 7 3 / 4 " 8' - 0 1 / 4 " 11 ' - 2 " 8' - 4 " 12 ' - 4 1 / 2 " 8' - 5 3 / 4 " 3' - 9 " 5' - 8 1 / 4 " 3' - 1 1 " 6' - 7 " 4' - 8 1 / 4 " 10 ' - 1 1 / 4 " SN.01 14' - 9 1/4" 4' - 8 3 / 4 " 5' - 0 " 3' - 2 3 / 4 " 10 ' - 2 " CLOSET A7-1.1 3 A7-1.1 2 A7-1.1 13 A7-1.1 12 9' - 6 " 4' - 5 3 / 4 " 9' - 1 0 1 / 4 " 1' - 7 1 / 4 " 9' - 9 1 / 4 " 6' - 9 3 / 4 " 6' - 5 1 / 4 " 9' - 6 3 / 4 " 6' - 6 " 11' - 9 3/4"15' - 5 1/2"11' - 9 3/4"7' - 4 1/2" 7' - 6" 13' - 2"11' - 9 3/4"15' - 5 1/2" DINING ROOM DINING ROOM 7' - 9 " 64 ' - 6 " 67' - 1" 63 ' - 1 1 " 12' - 7"26' - 8" SN.03 SN.03 B B 006 1026 SF UNIT 100 5' - 7 1 / 4 " SEE A5-1.2 FOR ENLARGED UNIT PLANS SEE A5-1.1 FOR ENLARGED UNIT PLANS SEE A5-1.4 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS SEE A5-1.3 FOR ENLARGED UNIT PLANS A 3' - 5"3' - 4 1/2" 4' - 9 1 / 2 " 6' - 4 " 5' - 5 1 / 4 " 4' - 8 1 / 4 " 11 ' - 3 " 4' - 7 " 6' - 7 1 / 4 " 4' - 3 1 / 2 " 2' - 1 3 / 4 " 3' - 9 1 / 2 " 5' - 8" 5' - 1 " 1' - 1 0 1 / 4 " 5' - 0 1 / 4 " 1' - 1 1 1 / 2 " 4' - 9 1 / 4 " 4' - 9 1 / 2 " 5' - 4 3 / 4 " 5' - 5"5' - 5" A0-3.1 1 007 002 002 F F F F A8-1.1 6 3' - 7" 4' - 0" 4' - 0" 4" 21 ' - 1 0 1 / 2 " 5' - 5 " 24" MIN. E F F H GHGH 6' - 6"6' - 6" C J J K KK H 8' - 2 " 2' - 1 0 1 / 2 " 3' - 0 " 2' - 8 " 2' - 0 " A A A O O 2' - 0 1 / 2 " X X X X C K K O F O F F O E O K ADD A PLANTER BOX UNDER THE EXISTING STAIRS WHERE HEAD HEIGHT IS LESS THAN 72" SN.04 SN.04 SN.04 SN.04 SN.04 SN.04 SN.04SN.04 SN.04 SN.04 SN.05 SN.05 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07TYP.SN.07 TYP.SN.07 TYP.SN.07 TYP.SN.07 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh 1ST FLOOR IMPROVEMENT PLAN A2-1.1 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND SHEET KEYNOTES GENERAL NOTES 1. ALL WALLS FINISHED TO BE DRYWALL LEVEL 4 U.N.O. 2. GENERAL CONTRACTOR TO LAYOUT ALL CHALK LINES PRIOR TO PARTITION CONSTRUCTION. SHOULD ANY DISCREPANCIES OCCUR, GENERAL CONTRACTOR IS TO REVIEW WITH THE ARCHITECT IN THE FIELD TO RESOLVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. USE MOISTURE RESISTANT GYPSUM BOARD ON ALL RESTROOMS AND WET WALLS. 4. PROVIDE MINIMUM GYPSUM BOARD FURRING AROUND ALL EXPOSED COLUMNS TO 6" ABOVE SUSPENDED CEILING. 5. PREPARE EXISTING AND NEW SURFACES FOR INSTALLATION OF SPECIFIED FINISHES. ALL SURFACES SHALL BE FREE FROM ADHESIVE, BUMPS, CRACKS, AND MEET THE REQUIREMENTS OF THE FINISH MANUFACTURERS INSTALLATION INSTRUCTIONS. 6. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF CEMENT PLASTER AND GYPSUM BOARD SURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, U.N.O. 7. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS OF CEMENT PLASTER OR GYPSUM BOARD SURFACES UNLESS NOTED OTHERWISE. 8. VERIFY LOCATIONS AND TYPES OF FIRE EXTINGUISHERS AND KNOX BOXES. SN.## SN# DESCRIPTION SN.01 TREX WOOD DECK SN.02 UNENCLOSED PATIO AREA SN.03 RAMP SEE DETAIL (13/A0-3.1) SN.04 PROVIDE NEW VINYL WINDOW TO REPLACE THE EXISTING SN.05 RE-PULL ELECTRCIAL WIRES THAT HAVE BEEN REMOVED-REWORK DISTRIBUTIO AS NEEDED. SN.07 PROVIDE AND INSTALL R-13 INSULATION AT ALL EXTERIOR WALLS 1/4" = 1'-0" 1st FLOOR - IMPROVEMENT PLAN 1 NORT H 1 PLAN CHECK CORRECTIONS 02/18/2025 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 A CONSTRUCTION AUDIT 03/24/2025 A REF DN W/D W/D W/D W/D W/D W/D DN REF REF REF REF REF (E) WALL TO REMAIN 1 HR FIRE RATED WALL DOOR REFERENCE WOOD STUD WALL: WOOD STUDS @ 16" O.C., UNLESS OTHERWISE NOTED. MILLWORK, SEE MILLWORK DETAILS DOOR TAG SEE A6-1.1 AT PLAM SURFACE: PROVIDE TOP MOUNT SINK AT SOLID SURFACE: PROVIDE UNDER-MOUNT SINK SINK: 0000A (TYPICAL WALL TYPE A UNLESS OTHERWISE NOTED) SEE WALL REFERENCE 1/A9-1.1 A 6" 6'-0" STUD SIZE LOW PARTITION HEIGHT (WHERE OCCURS) WALL TYPE A ACOUSTIC BATT INSULATION 4' - 0 " 7' - 9 " 536 SF UNIT 201 548 SF UNIT 202 534 SF UNIT 203 539 SF UNIT 204 544 SF UNIT 205 534 SF UNIT 206 002 002 002 002 003 002 002 003 003 002 002 003 002 003 002 002 002 003 004 004 004 004 004004 001 001 001 001 001 001 13' - 2" 12' - 7" 3 A4-2.1 1 A4-2.1 LIVING & DINING ROOM BEDROOM BATHROOM KITCHEN A B B B A B B C B B C B B B B B A C C B B BEDROOM B A B B C B BB B A A B B C C B B B A B B A C BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING & DINING ROOM LIVING & DINING ROOM LIVING & DINING ROOM LIVING & DINING ROOM LIVING & DINING ROOM BATHROOM BATHROOM BATHROOM BATHROOM BATHROOM KITCHEN KITCHENKITCHEN KITCHEN KITCHEN 14' - 6 1/4"12' - 2" 12 ' - 3 " 9' - 1 1 / 4 " 8' - 1 1 1 / 2 " 12 ' - 6 " 9' - 0 " 12 ' - 8 1 / 2 " 12' - 2"15' - 1 1/4"14' - 9 3/4"12' - 5 1/2" 12 ' - 3 " 8' - 1 1 1 / 2 " 12 ' - 6 1 / 2 " 9' - 0 3 / 4 " 8' - 1 1 1 / 4 " 12 ' - 9 1 / 4 " 11' - 10 1/2"14' - 9 3/4" 9' - 5 " 4' - 7 1 / 4 " 7' - 0 1 / 2 " 9' - 8 1 / 2 " 9' - 5 " 4' - 6 3 / 4 " 4' - 1 1 1 / 4 " 9' - 8 1 / 2 " 2 A4-2.1 SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS SEE A5-1.5 FOR ENLARGED UNIT PLANS 6' - 0"6' - 11 3/4"8' - 3"6' - 2" 4' - 1 1 / 2 " 7' - 4 1/4"6' - 10" 4' - 5 1 / 2 " 7' - 1 " 4' - 1 1 1 / 4 " 4' - 5 1 / 2 " 8' - 1" 3' - 8 " KG K B M B B K HG N N N N GK B M B B K GH5' - 7" K OO RR TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 TYP.SN.02 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh 2ND FLOOR IMPROVEMENT PLAN A2-1.2 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 LEGEND GENERAL NOTES 1. ALL WALLS FINISHED TO BE DRYWALL LEVEL 4 U.N.O. 2. GENERAL CONTRACTOR TO LAYOUT ALL CHALK LINES PRIOR TO PARTITION CONSTRUCTION. SHOULD ANY DISCREPANCIES OCCUR, GENERAL CONTRACTOR IS TO REVIEW WITH THE ARCHITECT IN THE FIELD TO RESOLVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. USE MOISTURE RESISTANT GYPSUM BOARD ON ALL RESTROOMS AND WET WALLS. 4. PROVIDE MINIMUM GYPSUM BOARD FURRING AROUND ALL EXPOSED COLUMNS TO 6" ABOVE SUSPENDED CEILING. 5. PREPARE EXISTING AND NEW SURFACES FOR INSTALLATION OF SPECIFIED FINISHES. ALL SURFACES SHALL BE FREE FROM ADHESIVE, BUMPS, CRACKS, AND MEET THE REQUIREMENTS OF THE FINISH MANUFACTURERS INSTALLATION INSTRUCTIONS. 6. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF CEMENT PLASTER AND GYPSUM BOARD SURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, U.N.O. 7. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS OF CEMENT PLASTER OR GYPSUM BOARD SURFACES UNLESS NOTED OTHERWISE. 8. PRIOR TO INSTALLATION, FIRE AUTHORITY HAVING JURISDICTION SHALL BE CALLED TO FIELD VERIFY LOCATIONS AND TYPES OF FIRE EXTINGUISHERS AND KNOX BOXES. 9. PROVIDE BACKING FOR ALL WALL MOUNTED EQUIPMENT AND MILLWORK PER DETAIL ##/A9-1.2. COORDINATE WITH ARCHITECT FOR ANY UNFORSEEN CONDITIONS. 1/4" = 1'-0" 2nd FLOOR - IMPROVEMENT PLAN 1 NORT H 2 PLAN CHECK CORRECTIONS 03/14/2025 3 PLAN CHECK CORRECTIONS 04/09/2025 A CONSTRUCTION AUDIT 03/24/2025 SN# DESCRIPTION SN.02 PROVIDE AND INSTALL R-13 INSULATION AT ALL EXTERIOR WALLS SHEET KEYNOTES A PN.01 SN.01 SN.01 SN.01SN.01 SN.02 SN.02 SN.03SN.03 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Author Checker IMPROVEMENT ROOF PLAN A2-1.4 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 A CONSTRUCTION AUDIT 03/24/2025 SHEET KEYNOTES SN# DESCRIPTION SN.01 GUTTER TO MATCH EXISTING SN.02 DOWNSPOUT SN.03 PROVIDE R-36 INSULATION AT ROOF CAVITY A GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" PN.02 DN.04 DN.02 DN.02 PN.02 PN.02 PN.01 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07DN.07 PN.03 PN.03 PN.03 PN.03 PN.03 TYP.DN.09 DN.08 DN.10 DN.11 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" DN.01 DN.02 DN.01 DN.01 DN.01DN.01 DN.02 DN.04 DN.05 PN.04PN.04 DN.04DN.04 DN.06DN.06 DN.07DN.07 PN.03PN.03 PN.03 PN.03 PN.03 PN.03 DN.07 TYP.DN.09 DN.10 DN.08 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" PN.02 DN.04 PN.01 DN.04 DN.04 PN.01 DN.05DN.05 PN.04 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 DN.07 PN.03 DN.08 DN.11 TYP.DN.09 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh EXTERIOR ELEVATIONS A4-1.1 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - NORTH 3 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - SOUTH 1 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - WEST 2 PROTECTION KEYNOTES PN.## DEMOLITION KEYNOTES DN.## DN# DESCRIPTION DN.01 DEMO (E) ENTRY DOOR DN.02 DEMO (E) AWNING CANOPY DN.04 DEMO (E) STAIRS DN.05 DEMO (E) LIGHTING FIXTURE DN.06 DEMO (E) RAILING DN.07 DEMO (E) WINDOW DN.08 DEMO (E) WOOD SOFFIT DN.09 REMOVE (E) GUTTER DN.10 REMOVE (E) DOWNSPOUT DN.11 RE-PULL ELECTRCIAL WIRES THAT HAVE BEEN REMOVED-REWORK DISTRIBUTIO AS NEEDED. PN# DESCRIPTION PN.01 (E) ELECTRIC METER TO REMAIN PN.02 (E) EIFS FINISH TO REMAIN AND TO BE PAINTED PN.03 (E)WINDOW TO REMAIN PN.04 DEMO (E) UNIT ENTRY STAIRS 2 PLAN CHECK CORRECTIONS 03/14/2025 A CONSTRUCTION AUDIT 03/24/2025 A A A A A GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" DN.01DN.01 DN.02 DN.02 DN.02 DN.02 PN.04 DN.04 DN.04 DN.05 DN.05 PN.01 PN.01 PN.02 DN.04 DN.04DN.04 TYP. 2' - 2 " DN.07DN.07 DN.07 DN.07DN.07DN.07 DN.07 DN.07 TYP.DN.09 DN.08 DN.08 DN.11 DN.11 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" DN.01 PN.02 DN.04DN.04 DN.02 DN.02 TYP. PN.03 PN.03 PN.03 PN.03 DN.07 DN.07 DN.07DN.07DN.07DN.07DN.07 TYP.DN.09 DN.10 DN.08 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" PN.02 DN.06 DN.04 DN.05 PN.01 DN.06 DN.01 DN.01DN.01DN.01 PN.04PN.04 DN.02 TYP. 5' - 0" 4' - 0 " DN.07 DN.07DN.07 DN.07 PN.03PN.03 PN.03 PN.03DN.11 TYP.DN.09 DN.08 DN.10 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh EXTERIOR ELEVATIONS A4-1.2 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - EAST 2 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - SOUTH 3 1/4" = 1'-0" DEMOLITION EXTERIOR ELEVATION - NORTH 1 PROTECTION KEYNOTES PN.## DN# DESCRIPTION DN.01 DEMO (E) ENTRY DOOR DN.02 DEMO (E) AWNING CANOPY DN.04 DEMO (E) STAIRS DN.05 DEMO (E) LIGHTING FIXTURE DN.06 DEMO (E) RAILING DN.07 DEMO (E) WINDOW DN.08 DEMO (E) WOOD SOFFIT DN.09 REMOVE (E) GUTTER DN.10 REMOVE (E) DOWNSPOUT DN.11 RE-PULL ELECTRCIAL WIRES THAT HAVE BEEN REMOVED-REWORK DISTRIBUTIO AS NEEDED. DEMOLITION KEYNOTES DN.## PN# DESCRIPTION PN.01 (E) ELECTRIC METER TO REMAIN PN.02 (E) EIFS FINISH TO REMAIN AND TO BE PAINTED PN.04 DEMO (E) UNIT ENTRY STAIRS 2 PLAN CHECK CORRECTIONS 03/14/2025 A CONSTRUCTION AUDIT 03/24/2025 A A A A A A A A A GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" SN.05 SN.04SN.05 SN.04SN.04 SN.04SN.04 SN.08 SN.09A8-1.1 2 P3 T2 TYP. U.N.O SN.03 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" P3 P3 T3 T3 TYP. U.N.O TYP. U.N.O SN.03 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" SN.05 SN.04 SN.04 SN.04 P3 T2 TYP. U.N.O 4' - 4" 2' - 1 1 1 / 2 " 2' - 1 1 1 / 2 " SN.11 SN.10 SN.03 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh EXTERIOR ELEVATIONS A4-1.4 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" RENOVATION EXTERIOR ELEVATION - EAST 2 1/4" = 1'-0" RENOVATION EXTRIOR ELEVATION - NORTH 3 1/4" = 1'-0" RENOVATION EXTERIOR ELEVATION - SOUTH 1 SHEET KEYNOTES SN# DESCRIPTION SN.03 GUTTER AND DOWNSPOUT TO MATCH EXISTING SN.04 ENTRY LIGHTING FIXTURE SN.05 EXTERIOR LIGHTING FIXTURE SN.08 ENTRY WOOD CANOPY - SEE DETAIL SN.09 30"x30" FASCIA ACCESS PANEL SN.10 MODIFY EXISTING GUARD RAIL AND HANDRAIL FOR THE NEW DECK SN.11 NEW DECK SHALL BE FLAT AND LEVEL WITH THE EXISTING STAIR TREAD EXTERIOR FINISH SCHEDULE T2 P3 EXTERIOR PAINT - DUNN EDWARDS EXTERIOR PORCELAIN TILE - EMSER TILW SEE SPEC. FOR COLORS AND MODEL NUMBERS A CONSTRUCTION AUDIT 03/24/2025 A A A A GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" P3 T3 TYP. U.N.O SN.03 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" P3 T3 TYP. U.N.O P3 T3 TYP. U.N.O FOR ELEVATION OF ADU -SEE SHEET A4-1.5 GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" SN.05 SN.04SN.04SN.04 SN.04 3 A0-3.1 P3 T3 TYP. U.N.O SN.06 SN.072' - 1 1 1 / 2 " SN.06 SN.07 SN.03 SN.03 Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh EXTERIOR ELEVATIONS A4-1.5 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" RENOVATION EXTERIOR ELEVATION - SOUTH 3 1/4" = 1'-0" RENOVATION EXTERIOR ELEVATION - WEST 2 1/4" = 1'-0" RENOVATION EXTERIOR ELEVATION - NORTH 1 SHEET KEYNOTES SN.## SN# DESCRIPTION SN.03 GUTTER AND DOWNSPOUT TO MATCH EXISTING SN.04 ENTRY LIGHTING FIXTURE SN.05 EXTERIOR LIGHTING FIXTURE SN.06 MODIFY EXISTING GUARD RAIL AND HANDRAIL FOR THE NEW DECK SN.07 NEW DECK SHALL BE FLAT AND LEVEL WITH THE EXISTING STAIR TREAD EXTERIOR FINISH SCHEDULE T2 P3 EXTERIOR PAINT - DUNN EDWARDS EXTERIOR PORCELAIN TILE - EMSER TILW SEE SPEC. FOR COLORS AND MODEL NUMBERS A CONSTRUCTION AUDIT 03/24/2025 A A GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" 2 A4-2.1 UNIT 204 109 UNIT 205 110 UNIT 206 111 UNIT 105 102 UNIT 101 105 UNIT 101 105 UNIT 103 104 UNIT 204 109 UNIT 205 110 UNIT 206 111 UNIT 101 105 UNIT 103 104 UNIT 105 102 LIVING ROOMBEDROOMLIVING ROOMBEDROOMBEDROOMBEDROOMBEDROOM BEDROOMKITCHENBEDROOMKITCHENKITCHENBEDROOM FIBER CEMENT BOARD SOFFIT -HARDI SOFFIT OR SIMILAR GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" 3 A4-2.1 UNIT 203 108 UNIT 203 108 UNIT 203 108 UNIT 102 101 UNIT 102 101 UNIT 105 102 UNIT 105 102 UNIT 105 102 UNIT 206 111 UNIT 206 111 UNIT 206 111 KITCHEN LIVING ROOM BEDROOM CORRIDOR BATHROOM BATHROOM LIVING & DINING ROOMKITCHENKITCHEN LIVING & DINING ROOMBATHROOM 12 A6-2.1 FIBER CEMENT BOARD SOFFIT -HARDI SOFFIT OR SIMILAR 3' - 6 " GROUND LEVEL 0' -0" 2nd FLOOR 12' -3" ROOF 23' -6" 1st FLOOR 2' -3" 2 A4-2.1 UNIT 102 101 UNIT 102 101 UNIT 102 101 UNIT 100 100 UNIT 100 100 UNIT 100 100UNIT 100 100 UNIT 203 108 UNIT 203 108 UNIT 202 107 UNIT 202 107 UNIT 201 106 UNIT 201 106 BEDROOM KITCHEN BATHROOM BATHROOM KITCHEN BATHROOM BEDROOM BEDROOMBATHROOMBEDROOMBATHROOMBATHROOMBEDROOM A0-3.1 9 FIBER CEMENT BOARD SOFFIT -HARDI SOFFIT OR SIMILAR Renewal Date LICENSED ARCHITECT STATE OF C A L I FORNI AEXP. 05/31/25 J C32284 HOSHUAJAMESSMIT WD PROJ. # DRAWN BY: CHECKED DATE WESTGROUP DESIGNS, INC.© ISSUED FOR: REGISTRATION/SIGNATURE: SHEET TITLE: SHEET NUMBER: REVISIONS: 23411 Yas Josh BUILDING SECTIONS A4-2.1 PLAN CHECK -10/23/2023 PLAN CHECK - 04/19/2025 FOR CONSTRUCTION - 04/10/2025 4/29/25 BEWLEY STREET RESIDENCE ILLUMINATION FOUNDATION 914, 916, 918 N BEWLEY STREET SANTA ANA, CA 92703 1/4" = 1'-0" BUILDING SECTION 3 1/4" = 1'-0" BUILDING SECTION 2 1/4" = 1'-0" BUILDING SECTION 1 A CONSTRUCTION AUDIT 03/24/2025 A A A