Loading...
HomeMy WebLinkAboutHOLD- 2201 S Ross St & 414 W Anahurst Pl - PlanSHEET INDEX VICINITY MAP N. T. S. CONSULTANTS PROJECT DATA SCOPE OF WORK DETAIL IDENFICATION NUMBER ## ## DOOR REFERNCE WINDOW REFERENCE SHEET NUMBER SECTION REFERENCE SHEET NUMBER XX AX.X XX AX.X XX AX.X XX AX.X DETAIL REFERENCE NUMBER SHEET NUMBER REFERENCE SYMBOLSAPPLICABLE BUILDING CODES: 2022 CITY OF SANTA ANA BLDG, ELECTRICAL, PLUMBING, MECHANICAL AND AMMENDMENTS CAIFORNIA CODE OF REGULATION, TITLE 24 2022 CPC, CALIFORNIA PLUMBING CODE 2022 CEC, CALIFORNIA ELECTRICAL CODE 2022 CBC, CALIFORNIA BUILDING CODE 2022 CMC, CALIFORNIA MECHANICAL CODE 2022 CFC, CALIFORNIA FIRE CODE 2022 ENERGY COMPLIANCE CRITERIA SITE ABBREVIATIONS -ANCHOR ALT ALUM ANCH APPROX AFF -ALUMINUM -ALTERNATE -APPROXIMATELY -ABOVE FINISH FLOOR -BEAM -BLOCK BLDG ARCH BLK BM -BOTTOMBMT -BUILDING -CLEAR -CEILING -COLUMN CLR. CMU COL CLG COMP. CONTR. CONT. CONC. CONSTR. -COMPOSITION -CONCRETE MASONRY UNIT -CONTRACTOR -CONCRETE -CONSTRUCTION -CONTINUOUS -ARCHITECT/ARCHITECTURAL -DETAIL -CENTER DET. CTR. DIM -DIMENSION -DRAWING -ELEVATION -ELECTRICAL DWG ELEV. ELEC. -EXTERIOR -FLOOR -FOUNDATION -GAUGE -GALVANIZED -GLASS/GLAZING -GYPSUM BOARD -FOOTING EXT FLR FDN GA. GL FTG GALV. GYP. BD. R.D. R.O. RM REQD. REINF. -ROOM -ROUGH OPENING -REQUIRED -REINFORCEMENT/REINFORCED -ROOF DRAIN S.M. SHT. S.S. SQ. SPM T/ SUSP STRUCT. STD S. STL -SHEET -SQUARE -SHEET METAL -SINGLE PLY MEMBRANE -SLOP/SERVICE SINK -TOP OF -SUSPENDED -STRUCTURAL -STANDARD -STAINLESS STEEL TERR WT WD W.C. VCT TYP WWF -TYPICAL -WEIGHT -WOOD -TERRAZZO -WATER CLOSET -VINYL COMPOSITION TILE -WELDED WIRE FABRIC T.D.-TRENCH DRAIN -SINKS LAV -LAVATORY MAX MECH. MAR MAS -MAXIMUM -MASONRY -MECHANICAL -METAL -MINIMUM MTL MIN. -OPENINGOPNG -PLATE -PIECE PL PC PLAS -PLASTER -NUMBERNO O/A O/C -OVERALL -ON CENTER -MARBLE -RADIUS -PAINTED R PLYWD PROJ PTD -PROJECT -PLYWOOD EXISTING MAIN HOUSE :1,035 S.F. EXISTING MAIN HOUSE FRONT PORCH (EAVE) :60 S.F. EXISTING MAIN HOUSE SIDE PATIO :300 S.F. EXISTING GARAGE :400 S.F. TOTAL LOT AREA: (E) LOT COVERAGE: 6,571 S.F. 1,955 / 6,571 29.5 ENGINEER / DESIGNER: APN : OWNER: V-BBUILDING CONSTRUCTION TYPE : ZONING :R-1 NOFIRE SPRINKLERS : TOTAL LOT AREA :6,571 S.F. 015-091-01 OCCUPANCY :R-3 EXISTING MAIN HOUSE :1,035 S.F. NUMBER OF STORIES :MAIN HOUSE 1 1. PROPOSED DETACHED ADU EXCAVATION AND FILL CALCULATION: EXCAVATION: 0 CUBIC YARD FILL: 0 CUBIC YARD SANTA ANA DETACHED ADU & HOUSE ADDITION 2201 S ROSS ST & 414 W ANAHURST PL SANTA ANA, CA 92707 800 S.F. A-0.1 A-0.2 A-1.1 A-1.2 A-1.3 A-2.1 A-2.2 A-2.3 A-3 AD-1 S-1 S-2 S-3 SD-1 SD-2 SD-3 SD-4 ENV-1 ENV-2 ENV-3 TITLE SHEET PROJECT DATA & GENERAL NOTES EXISTING & PROPOSED SITE PLAN EXISTING & PROPOSED MAIN HOUSE FLOOR PLAN EXISTING & PROPOSED MAIN HOUSE ROOF PLAN PROPOSED ADU FLOOR PLAN EXISTING MAIN HOUSE ELEVATION PROPOSED MAIN HOUSE ELEVATION PROPOSED ADU ELEVATION PROPOSED ADU SECTION ARCHITECTURAL DETAIL FOUNDATION PLAN CEILING FRAMING PLAN ROOF FRAMING PLAN STRUCTURAL DETAIL STRUCTURAL DETAIL STRUCTURAL DETAIL STRUCTURAL DETAIL TITLE 24 TITLE 24 TITLE 24 2. PROPOSED MAIN HOUSE ADDITION 197 S.F. 40 S.F. 300 S.F. NEW ADU / NEW SFR. :800 S.F./1,232 S.F.0.65 NOTES 1. THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN “SFR SF”. 2. 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. 3. MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN REVIEW AND APPROVAL. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION. 4. PHOTOVOLTAIC SYSTEM WILL BE SUBMITTED UNDER A SEPARATE PERMIT AND SHALL BE ISSUED PRIOR TO BUILDING FRAME INSPECTION REQUEST. FLOOD ZONE :A 2022 CRC, CALIFORNIA RESIDENTIAL CODE ADU 1 DEYI CONSULTANTS INC 2725 WHISPERING TRL. IRVINE, CA 92602 TEL: 949-656-6134 E-MAIL: JUNFEI.CHEN@DEYICONSULTANTS.COM 3. DEMOLISH UNPERMITTED STRUCTURE PROPOSED MAIN HOUSE :1,232 S.F. MARIA OCEGUEDA 2201 S ROSS ST SANTA ANA, CA 92707 TEL: 949-759-2810 GENERAL NOTES GENERAL REQUIREMENTS STAMP AREA (FOR OFFICIAL USE ONLY) 4. DEMOLISH UNPERMITTED SIDE PATIO LOT COVERAGE ATTACHMENT A EXISTING STORAGE :160 S.F. EXISTING MAIN HOUSE :1,035 S.F. EXISTING MAIN HOUSE FRONT PORCH (EAVE) :60 S.F. NEW MAIN HOUSE ADDITION :197 S.F. NEW ADU :800 S.F. TOTAL LOT AREA: (N) LOT COVERAGE: 6,571 S.F. 2,212 / 6,571 33.9 EXISTING STORAGE (UPDATED) :120 S.F. ASSESSOR MAP 5. RELOCATE (E) MAIN HOUSE W/D FROM EXTERIOR TO INTERIOR 6. DEMOLISH EXISTING DETACHED GARAGE 400 S.F. (N)ADU / (E) MAIN HOUSE 800 S.F. / 1,035 S.F. 77.3 THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN SFR OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN SFR. BUILDING DEPARTMENT NOTES DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 08/14/2024 24-007 W.B. 1 BLDG CMNT 02/02/2025 A-0.1 1 1 EXP. DATE: 09/30/2026 Bldg #102121646 & 1011121647 APPROVALS: PLNG - F. Arias BLDG - G. Huang POLICE -- B. Martin PUBLIC WORKS - B. Sarlak S ROSS ST W A N A H U R S T P L ⅊52.47' ⅊12 5 . 0 0 ' ⅊52.47' ⅊12 5 . 0 0 ' 5' - 0 " 11'-1"20'-0"6' - 0 " 21'-5" 1'-0" (TYP.) 40 ' - 0 " 6'-0" 11'-1" 5' - 0 " 11'-1" 5' - 0 " 23'-5" 12'-0" 18'-0" 11 ' - 0 " 1'-0" (TYP.) 7'-1"3'-0" 10'-0" 12 ' - 0 " 5'-5" 62 ' - 0 " 51 ' - 0 " 23 ' - 7 " 22'-4" S ROSS ST W A N A H U R S T P L ⅊52.47' ⅊12 5 . 0 0 ' ⅊52.47' ⅊12 5 . 0 0 ' 5' - 0 " 25 ' - 0 " 1'-0" (TYP.) 11'-1" 5' - 0 " 11'-1" 12'-0" 17 ' - 0 " 1'-0" (TYP.) 10'-0" 30 ' - 0 " 20'-0" 20 ' - 0 " 21'-5" 10'-0" 16 ' - 0 " 5'-5" 3' - 3 " LANDSCAPE LEGEND PROPOSED SITE PLAN DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 08/14/2024 24-007 W.B. A-0.2 N EXISTING SITE PLAN N EXP. DATE: 09/30/2026 8'-0" CLG 8'-0" CLG8'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" CLG WALL NOTES FINISH NOTES UTILITIES GENERAL NOTES 8'-0" CLG 8'-0" CLG8'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" CLG SD CMA SD 15 " 15 " A-1.1 DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 08/14/2024 24-007 W.B. 1 BLDG CMNT 02/02/2025 LEGEND S SD CMA EXISTING MAIN HOUSE FLOOR PLAN N PROPOSED MAIN HOUSE FLOOR PLAN N 2201 S ROSS ST 2201 S ROSS ST 1 1 EXP. DATE: 09/30/2026 1'-0" (TYP.) 5'-0" 41'-5" 31 ' - 5 " 30'-8" 11 ' - 3 " 5'-10" 20 ' - 2 " 1'-0" (TYP.) 5'-0" 41'-5" 11 ' - 5 " 30'-8" 11 ' - 3 " 5'-10" 20 ' - 2 " 11'-0" 20 ' - 0 " 11'-0" 1'-0" (TYP.) REQUIRED EXHAUST NFVA ATTIC AREA 190 SQ. IN. 197 S.F. ATTIC VENT CALCULATION REQUIRED INTAKE NFVA NUMBER OF VENT PROPOSED TYPE OF VENT PROPOSED 2 DOMER VENT VENT MANUFACTURER GIBRALTAR #BH24 NET FREE VENT AREA 100 SQ.IN. PER VENT 190 SQ. IN. NUMBER OF VENT PROPOSED TYPE OF VENT PROPOSED 4 EAVE VENT VENT MANUFACTURER VENTSURE INTAKE 4' ICC #ICC-ES AC132 NET FREE VENT AREA 80 SQ.IN. PER STRIP A-1.2 DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 08/14/2024 24-007 W.B. 1 BLDG CMNT 02/02/2025 EXISTING MAIN HOUSE ROOF PLAN N PROPOSED MAIN HOUSE ROOF PLAN N 1 EXP. DATE: 09/30/2026 CMA SD CMA SD SD SD 16"16" 33 " 16"16" 33 " WALL NOTES FINISH NOTES UTILITIES GENERAL NOTES AGING-IN-PLACE REQUIREMENT ” 9'-11"3' - 0 " 7'-0" 3' - 0 " 24'-1" 22 ' - 0 " 41'-0" 1'-0" (TYP.) REQUIRED EXHAUST NFVA ATTIC AREA 384 SQ. IN. 800 S.F. ATTIC VENT CALCULATION REQUIRED INTAKE NFVA NUMBER OF VENT PROPOSED TYPE OF VENT PROPOSED 4 DOMER VENT VENT MANUFACTURER GIBRALTAR #BH24 NET FREE VENT AREA 100 SQ.IN. PER VENT 384 SQ. IN. NUMBER OF VENT PROPOSED TYPE OF VENT PROPOSED 5 EAVE VENT VENT MANUFACTURER VENTSURE INTAKE 4' ICC #ICC-ES AC132 NET FREE VENT AREA 80 SQ.IN. PER STRIP A-1.3 DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 08/14/2024 24-007 W.B. 1 BLDG CMNT 02/02/2025 LEGEND S SD CMA PROPOSED ADU FLOOR PLAN N PROPOSED ADU ROOF PLAN N 414 W ANAHURST PL 1 1 1 GROUND LEVEL 0'-0" FINISHED FLOOR 0'-8" 1ST FLOOR CEILING 8'-8" TOP OF ROOF 13'-10" GROUND LEVEL 0'-0" FINISHED FLOOR 0'-8" 1ST FLOOR CEILING 8'-8" TOP OF ROOF 13'-10" GROUND LEVEL 0'-0" FINISHED FLOOR 0'-8" 1ST FLOOR CEILING 8'-8" TOP OF ROOF 13'-10" GROUND LEVEL 0'-0" FINISHED FLOOR 0'-8" 1ST FLOOR CEILING 8'-8" TOP OF ROOF 13'-10" EXISTING NORTH ELEVATION EXISTING WEST ELEVATION EXISTING SOUTH ELEVATION A-2.1 EXISTING EAST ELEVATION DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 08/14/2024 24-007 W.B. EXP. DATE: 09/30/2026 GROUND LEVEL 0'-0" FINISHED FLOOR 0'-8" 1ST FLOOR CEILING 8'-8" TOP OF ROOF 13'-10" TOP OF ADU ROOF 12'-3" GROUND LEVEL 0'-0" FINISHED FLOOR 0'-8" 1ST FLOOR CEILING 8'-8" TOP OF ROOF 13'-10" TOP OF ADU ROOF 12'-3" GROUND LEVEL 0'-0" FINISHED FLOOR 0'-8" 1ST FLOOR CEILING 8'-8" TOP OF ROOF 13'-10" GROUND LEVEL 0'-0" FINISHED FLOOR 0'-8" 1ST FLOOR CEILING 8'-8" TOP OF ROOF 13'-10" TOP OF ADU ROOF 12'-3" PROPOSED NORTH ELEVATION PROPOSED WEST ELEVATION PROPOSED SOUTH ELEVATION A-2.2 PROPOSED EAST ELEVATION DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 08/14/2024 24-007 W.B. EXP. DATE: 09/30/2026 GROUND LEVEL 0'-0" FINISHED FLOOR 0'-8" 1ST FLOOR CEILING 9'-8" TOP OF ROOF 13'-7" GROUND LEVEL 0'-0" FINISHED FLOOR 0'-8" 1ST FLOOR CEILING 9'-8" TOP OF ROOF 13'-7" GROUND LEVEL 0'-0" FINISHED FLOOR 0'-8" 1ST FLOOR CEILING 9'-8" TOP OF ROOF 13'-7" GROUND LEVEL 0'-0" FINISHED FLOOR 0'-8" 1ST FLOOR CEILING 9'-8" TOP OF ROOF 13'-7" PROPOSED ADU SOUTH ELEVATION PROPOSED ADU WEST ELEVATION PROPOSED ADU NORTH ELEVATION A-2.3 PROPOSED ADU EAST ELEVATION DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 08/14/2024 24-007 W.B. EXP. DATE: 09/30/2026 (N)R-21 INSULATION 9' - 0 " (N)R-30 INSULATION 8" (N) 2X P.T. SILL PLATE (N) 2X P.T. SILL PLATE (N)R-30 INSULATION 12" MIN.12" MIN. N.G.4" (N) 4" THICK CONCRETE 24 " M I N . 24 " M I N . (N)R-19 INSULATION (N)SHEAR PANEL WHERE OCCURS (N) CEILING JOIST (N) ROOF RAFTER DRYWALL (N)15 32" RATED ROOF SHEATHING PER STRUCTURAL PLAN (N) 2X4 STUDS (TYP) (N)R-21 INSULATION 9' - 0 " (N)R-19 INSULATION (N)R-30 INSULATION 8"8"N.G.N.G. 24 " M I N . 24 " M I N . 12" MIN.12" MIN. (N) 2X P.T. SILL PLATE 4" (N) 4" THICK CONCRETE (N) DRYWALL 4" (N) 2X4 STUDS (TYP) (N)CEILING JOIST(N)DRYWALL (N)SHEAR PANEL WHERE OCCURS (N)ROOF RAFTER (N)15 32" RATED ROOF SHEATHING PER STRUCTURAL PLAN AIR FURNACE 24"WIDE SOLID FLOORING ACCESS WAY 22X30 20' MAX OPENING CENTRAL WARM-AIR FURNACES INSTALLED IN AN ATTIC MUST BE ACCESSIBLE FOR ROUTINE INSPECTION AND MAINTENANCE BY THE OWNER/OCCUPANT AND FOR SERVICE AND REPAIR AS NEEDED. CHANGING FILTERS, LUBRICATING MOTOR AND FAN BEARINGS, CHECKING BELT TENSION, AND RELIGHTING THE PILOT FOLLOWING A SERVICE INTERRUPTION ARE NORMAL FUNCTIONS. ADEQUATE LIGHT, AN ELECTRICAL OUTLET, SAFE ACCESS WAY, AND SUFFICIENT WORKING SPACE ON THE CONTROL SIDE ALL ENCOURAGE AND FACILITATE MAINTENANCE AND ALSO ENABLE RAPID EGRESS IN AN EMERGENCY. ALSO SECTION 509 REQUIRES CONVENIENCE OUTLET (RECEPTACLE) WITHIN 25'OF EQUIPMENT ATTIC FAU PROVIDE POSITIVE ELECTRICAL DISCONNECT LIGHT OVER CONTROLS WORKING SPACE AT CONTROLS5' - 0 " M I N 30 " SECTION B-B SECTION A-A A-3 DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 08/14/2024 24-007 W.B. EXP. DATE: 09/30/2026 (N) DOOR (N) 2X STUD WALL (N) 2X STUD WALLDRY WALL IN TOILET ROOMS 5' TILE WAINSCOT WHERE OCCURS 1 HOUR RATED PER CBC 2022 TABLE 721.1. (2), ITEM 15-1.3 INTERIOR SURFACE TREATMENT AS REQUIRED PER CBC 2022 TABLE 721.1 (2) ITEM 14-1.3 MIN. 2X4 STUDS AT 16" O.C., SEE STRUCTURAL DRAWINGS OPTIONAL GLASS FIBER BATT INSULATION PER THERMAL REQUIREMENTS 7/8" EXTERIOR CEMENT PLASTER METAL LATH OVER 1 LAYER OF WEATHER RESISTIVE BARRIER WOOD STRUCTURAL SHEAR PANEL WHERE OCCURS, SEE STRUCTURAL DRAWINGS 1 LAYER 5/8" TYPE 'X' GYP. BD. 12" MAX. AT 1:2 SLOPE2 1 1/4" MAX. 3 COAT EXTERIOR STUCCO (7/8'' MIN. THICK) OVER METAL LATH GRADE 'D' BUILDING PAPER-LAP OVER VERTICAL ATTACHMENT FLANGE OF WEEP SCREED (2 LAYERS OVER WOOD BASED SHEATHING) 26 GA. G.S. STUCCO WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2'' CONCRETE FLR.SLAB ADJACENT HARDSCAPE SURFACE WHERE OCCURS 2X WOOD STUDS 2X OR 3X PRESSURE-TREATED SILL PLATE- SET IN VINYL CAULKING FINISH GRADE 26 GA. G.S. STUCCO WEEP SCREED4' ' M I N 4' ' 4' ' MI N M I N 4' ' 2X STUD WALL 2X STUD WALLDRY WALL 1 2 1-HR FIRE RATED WALL TO ROOF DETAIL 3 4 5 6 FIRST LEVEL 1-HR FRT EXT. WALL DETAIL TYPICAL DOOR FRAMING DETAIL 7 9 10 JOIST PERP. TO WALL DETAIL 12 1-HR EXTERIOR FRT WALL ASSEMBLY 8 THRESHOLD DETAIL11 DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 08/14/2024 24-007 W.B. AD-1WEEP SCREED DETAIL JOIST PARL. TO WALL DETAIL LANDING DETAIL WATER HEATER STRAP TO WALL EXP. DATE: 09/30/2026 DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T SA N T A A N A , C A 9 2 7 0 7 02/06/2024 24-012 J.C. 1 BLDG CMNT 01/23/2023 S-1 DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T SA N T A A N A , C A 9 2 7 0 7 02/06/2024 24-012 J.C. 1 BLDG CMNT 01/23/2023 S-2 S-3 DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T SA N T A A N A , C A 9 2 7 0 7 02/06/2024 24-012 J.C. 1 BLDG CMNT 01/23/2023 1 1 · · · · · · · · · DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T SA N T A A N A , C A 9 2 7 0 7 02/06/2024 24-012 J.C. 1 BLDG CMNT 01/23/2023 SD-1 DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T SA N T A A N A , C A 9 2 7 0 7 02/06/2024 24-012 J.C. 1 BLDG CMNT 01/23/2023 SD-2 DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T SA N T A A N A , C A 9 2 7 0 7 02/06/2024 24-012 J.C. 1 BLDG CMNT 01/23/2023 SD-31 1 DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T SA N T A A N A , C A 9 2 7 0 7 02/06/2024 24-012 J.C. 1 BLDG CMNT 01/23/2023 2 BLDG CMNT 02/19/2025 SD-42 1 2 EXP. DATE: 09/30/2026 T2 4 E N E R G Y C O M P L I A N C E - M A I N H O U S E ENV-1 AD D I T I O N & A D U ·COMMERCIAL ·RESIDENTIAL ·TENANT IMPROVEMENT ·T24 ENERGY REPORT KX + ARCHITECTS 285 N. HILL AVE #100, PASADENA, CA 91106 PHONE : (626)863 -3813 KEITH@KX ARCHITECTS .COM SH E E T T I T L E : AN T A A N A D E T A C H E D A D U & H O U S E A D D I T 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 T2 4 E N E R G Y C O M P L I A N C E ENV-2 AD D I T I O N & A D U ·COMMERCIAL ·RESIDENTIAL ·TENANT IMPROVEMENT ·T24 ENERGY REPORT KX + ARCHITECTS 285 N. HILL AVE #100, PASADENA, CA 91106 PHONE : (626)863 -3813 KEITH@KX ARCHITECTS .COM SH E E T T I T L E : AN T A A N A D E T A C H E D A D U & H O U S E A D D I T 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 T2 4 E N E R G Y C O M P L I A N C E ENV-3 AD D I T I O N & A D U ·COMMERCIAL ·RESIDENTIAL ·TENANT IMPROVEMENT ·T24 ENERGY REPORT KX + ARCHITECTS 285 N. HILL AVE #100, PASADENA, CA 91106 PHONE : (626)863 -3813 KEITH@KX ARCHITECTS .COM SH E E T T I T L E : AN T A A N A D E T A C H E D A D U & H O U S E A D D I T 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 SHEET INDEX VICINITY MAP N. T. S. CONSULTANTS PROJECT DATA SCOPE OF WORK DETAIL IDENFICATION NUMBER ## ## DOOR REFERNCE WINDOW REFERENCE SHEET NUMBER SECTION REFERENCE SHEET NUMBER XX AX.X XX AX.X XX AX.X XX AX.X DETAIL REFERENCE NUMBER SHEET NUMBER REFERENCE SYMBOLSAPPLICABLE BUILDING CODES: 2022 CITY OF SANTA ANA BLDG, ELECTRICAL, PLUMBING, MECHANICAL AND AMMENDMENTS CAIFORNIA CODE OF REGULATION, TITLE 24 2022 CPC, CALIFORNIA PLUMBING CODE 2022 CEC, CALIFORNIA ELECTRICAL CODE 2022 CBC, CALIFORNIA BUILDING CODE 2022 CMC, CALIFORNIA MECHANICAL CODE 2022 CFC, CALIFORNIA FIRE CODE 2022 ENERGY COMPLIANCE CRITERIA SITE ABBREVIATIONS -ANCHOR ALT ALUM ANCH APPROX AFF -ALUMINUM -ALTERNATE -APPROXIMATELY -ABOVE FINISH FLOOR -BEAM -BLOCK BLDG ARCH BLK BM -BOTTOMBMT -BUILDING -CLEAR -CEILING -COLUMN CLR. CMU COL CLG COMP. CONTR. CONT. CONC. CONSTR. -COMPOSITION -CONCRETE MASONRY UNIT -CONTRACTOR -CONCRETE -CONSTRUCTION -CONTINUOUS -ARCHITECT/ARCHITECTURAL -DETAIL -CENTER DET. CTR. DIM -DIMENSION -DRAWING -ELEVATION -ELECTRICAL DWG ELEV. ELEC. -EXTERIOR -FLOOR -FOUNDATION -GAUGE -GALVANIZED -GLASS/GLAZING -GYPSUM BOARD -FOOTING EXT FLR FDN GA. GL FTG GALV. GYP. BD. R.D. R.O. RM REQD. REINF. -ROOM -ROUGH OPENING -REQUIRED -REINFORCEMENT/REINFORCED -ROOF DRAIN S.M. SHT. S.S. SQ. SPM T/ SUSP STRUCT. STD S. STL -SHEET -SQUARE -SHEET METAL -SINGLE PLY MEMBRANE -SLOP/SERVICE SINK -TOP OF -SUSPENDED -STRUCTURAL -STANDARD -STAINLESS STEEL TERR WT WD W.C. VCT TYP WWF -TYPICAL -WEIGHT -WOOD -TERRAZZO -WATER CLOSET -VINYL COMPOSITION TILE -WELDED WIRE FABRIC T.D.-TRENCH DRAIN -SINKS LAV -LAVATORY MAX MECH. MAR MAS -MAXIMUM -MASONRY -MECHANICAL -METAL -MINIMUM MTL MIN. -OPENINGOPNG -PLATE -PIECE PL PC PLAS -PLASTER -NUMBERNO O/A O/C -OVERALL -ON CENTER -MARBLE -RADIUS -PAINTED R PLYWD PROJ PTD -PROJECT -PLYWOOD EXISTING MAIN HOUSE :1,035 S.F. EXISTING MAIN HOUSE FRONT PORCH (EAVE) :60 S.F. EXISTING MAIN HOUSE SIDE PATIO :300 S.F. EXISTING GARAGE :400 S.F. TOTAL LOT AREA: (E) LOT COVERAGE: 6,571 S.F. 1,955 / 6,571 29.5 ENGINEER / DESIGNER: APN : OWNER: V-BBUILDING CONSTRUCTION TYPE : ZONING :R-1 NOFIRE SPRINKLERS : TOTAL LOT AREA :6,571 S.F. 015-091-01 OCCUPANCY :R-3 EXISTING MAIN HOUSE :1,035 S.F. NUMBER OF STORIES :MAIN HOUSE 1 1. PROPOSED DETACHED ADU EXCAVATION AND FILL CALCULATION: EXCAVATION: 0 CUBIC YARD FILL: 0 CUBIC YARD SANTA ANA DETACHED ADU & HOUSE ADDITION 2201 S ROSS ST & 414 W ANAHURST PL SANTA ANA, CA 92707 800 S.F. P-1 P-2 TITLE SHEET PROJECT DATA & GENERAL NOTES DRAINAGE & BMP PLAN 2. PROPOSED MAIN HOUSE ADDITION 197 S.F. 40 S.F. 300 S.F. NEW ADU / NEW SFR. :800 S.F./1,232 S.F.0.65 NOTES 1. THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN “SFR SF”. 2. 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. 3. MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN REVIEW AND APPROVAL. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION. 4. PHOTOVOLTAIC SYSTEM WILL BE SUBMITTED UNDER A SEPARATE PERMIT AND SHALL BE ISSUED PRIOR TO BUILDING FRAME INSPECTION REQUEST. FLOOD ZONE :A 2022 CRC, CALIFORNIA RESIDENTIAL CODE ADU 1 DEYI CONSULTANTS INC 2725 WHISPERING TRL. IRVINE, CA 92602 TEL: 949-656-6134 E-MAIL: JUNFEI.CHEN@DEYICONSULTANTS.COM 3. DEMOLISH UNPERMITTED STRUCTURE PROPOSED MAIN HOUSE :1,232 S.F. MARIA OCEGUEDA 2201 S ROSS ST SANTA ANA, CA 92707 TEL: 949-759-2810 GENERAL NOTES GENERAL REQUIREMENTS STAMP AREA (FOR OFFICIAL USE ONLY) 4. DEMOLISH UNPERMITTED SIDE PATIO LOT COVERAGE ATTACHMENT A EXISTING STORAGE :160 S.F. EXISTING MAIN HOUSE :1,035 S.F. EXISTING MAIN HOUSE FRONT PORCH (EAVE) :60 S.F. NEW MAIN HOUSE ADDITION :197 S.F. NEW ADU :800 S.F. TOTAL LOT AREA: (N) LOT COVERAGE: 6,571 S.F. 2,212 / 6,571 33.9 EXISTING STORAGE (UPDATED) :120 S.F. ASSESSOR MAP 5. RELOCATE (E) MAIN HOUSE W/D FROM EXTERIOR TO INTERIOR 6. DEMOLISH EXISTING DETACHED GARAGE 400 S.F. DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 08/14/2024 24-007 W.B. P-1 EXP. DATE: 09/30/2024 S ROSS ST W A N A H U R S T P L ⅊52.47' ⅊12 5 . 0 0 ' ⅊52.47' ⅊12 5 . 0 0 ' 5' - 0 " 11'-1"20'-0"6' - 0 " 21'-5" 1'-0" (TYP.) 40 ' - 0 " 6'-0" 11'-1" 5' - 0 " 11'-1" 5' - 0 " 23'-5" 12'-0" 18'-0" 11 ' - 0 " 1'-0" (TYP.) 7'-1"3'-0" 10'-0" 12 ' - 0 " 5'-5" 62 ' - 0 " 51 ' - 0 " 23 ' - 7 " 22'-4" LANDSCAPE LEGEND PROPOSED SITE PLAN DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE SA N T A A N A D E T A C H E D A D U & H O U S E A D D I T I O N 22 0 1 S R O S S S T & 4 1 4 W A N A H U R S T P L SA N T A A N A , C A 9 2 7 0 7 08/14/2024 24-007 W.B. P-2N STRUCTURAL CALCULATION FOR SANTA ANA DETACHED ADU & HOUSE ADDITION AT 2201 S ROSS ST SANTA ANA, CA 92707 DATE: AUGUST 23, 2024 PROJECT NO.: 24-012 PREPARED BY DEYI CONSULTANTS, INC 3943 IRVINE BLVD. #765 IRVINE, CA 92602 TEL: (949) 656-6134 EXP. DATE: 09/30/2024 Description Page 1.0 Design Parameter 1-3 2.0 Vertical Analysis 4-21 3.0 Lateral Analysis 22-28 Table of Content Design Parameters Page 1 Governing Code:CBC 2022 Basis Load Combination: Allowable Stress Design Strength Design 1.0D 1.2D + 1.6L + 0.5Lr 1.0D + 1.0L 1.2D + f1L + 1.6Lr 1.0D + 1.0Lr 1.2D + 1.6W + f1L + 0.5Lr 1.0D + 0.7 ( L + Lr )1.2D + 1.0E + f1L 1.0D + (W or 0.7 E)0.9D + 1.0E 1.0D + 0.75(W or 0.7 E) + 0.75 (L + Lr)0.9D + 1.6W 0.6D + (W or 0.7 E) Special Seismic Load Combination: 1.2D + f1L + Em where Em = Emh + Ev 0.9D + Em Emh = ΩE Ev = 0.2 SDS D Structural Material: Sawn Lumber (DF-)Fb (psi) Fv (psi) E(psi) 2x Joist / Rafter (No. 2) 900 180 1.6 x 106 4x Sawn Beam (No. 2) 900 180 1.6 x 106 6x Sawn Beam (No. 2) 875 170 1.3 x 106 4x Sawn Beam (No. 1) 1000 180 1.7 x 106 6x Sawn Beam (No. 1) 1350 170 1.6x 10 6 Manufactured Products Glu-Lam 2400 165 1.8x 10 6 Paralam PSL (ESR-1387)2900 290 2.0 x 106 MicroLam LVL (ESR-1387)2600 285 1.9 x 106 Concrete Slab on Grade Fc' = 2500 psi Footings Fc' = 2500 psi Masonry Masonry f'm = 1500psi Grout fc = 2000 psi Gravity Loads: Live Load 20 psf Dead Loads: Roofing 5 psf Sheathing 2.2 psf Framing 3 psf Insulation 0.8 psf Ceiling & Misc 4 psf Total 15 psf Roof Page 2 Live Load 10 psf Dead Loads: Roofing 0 psf Sheathing 1 psf Framing 2 psf Insulation 0 psf Ceiling & Misc 2 psf Total 5 psf Seismic Parameters: Spectral Responses Acceleration Ss 1.282 S1 0.459 Site Classification D (Default) Site Coefficient Fa 1.2 Fv NULL Ajust Spectral Responses Acceleration SMS = Fa x Ss 1.538 SM1 = Fv x S1 NULL Design Spectral Responses Acceleration SDS = SMS x 2/3 1.026 SD1 = SM1 x 2/3 NULL Ceiling Page 3 Vertical Analysis Page 4 ADU Member Name Results (Max UTIL %)Current Solution Comments Roof: Joist Passed (69% ΔT)1 piece(s) 2 x 6 DF No.2 @ 16" OC Roof: Hip/Valley Beam Passed (60% M)1 piece(s) 4 x 10 DF No.2 Roof: Drop Beam Passed (81% R)1 piece(s) 6 x 14 DF No.1 Wall: Header Passed (98% R)1 piece(s) 4 x 10 DF No.2 Wall: Header Passed (25% M)1 piece(s) 4 x 8 DF No.2 Floor: Joist CJ1 Passed (62% ΔL)1 piece(s) 2 x 10 DF No.2 @ 16" OC Floor: Joist CJ2 Passed (38% ΔL)1 piece(s) 2 x 6 DF No.2 @ 16" OC Floor: Flush Beam B2 Passed (18% M)1 piece(s) 4 x 6 DF No.2 Addition ADU Member Name Results (Max UTIL %)Current Solution Comments Addition Floor: Joist Passed (47% ΔL)1 piece(s) 2 x 6 DF No.2 @ 16" OC Wall: Header Passed (14% M)1 piece(s) 4 x 6 DF No.2 Roof: Addition ADU Ridge Beam Passed (77% M)1 piece(s) 4 x 12 DF No.2 Addition Roof: Joist Passed (47% M)1 piece(s) 2 x 6 DF No.2 @ 16" OC Wall: Header at Edge Passed (21% M)1 piece(s) 4 x 8 DF No.2 24012 JOB SUMMARY REPORT Page 5 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)264 @ 12' 3 1/2"1406 (1.50")Passed (19%)--1.0 D + 1.0 Lr (Alt Spans) Shear (lbs)243 @ 11' 10 5/16"1238 Passed (20%)1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-lbs)730 @ 6' 9 1/8"1060 Passed (69%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.305 @ 6' 8 3/4"0.587 Passed (L/462)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.544 @ 6' 8 13/16"0.783 Passed (L/259)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 13' 1 5/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD Member Pitch : 4/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - DF 3.50"3.50"1.50"143 181 324 Blocking 2 - Hanger on 5 1/2" DF beam 3.50"Hanger¹1.50"122 156 278 See note ¹ •Maximum allowable bracing intervals based on applied load. •Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' o/c Bottom Edge (Lu)12' 11" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LRU26Z 1.94"N/A 4-10dx1.5 5-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Roof Live Vertical Load Location (Side)Spacing (0.90)(1.25)Comments 1 - Uniform (PSF)0 to 12' 7"16"15.0 20.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Roof: Joist 1 piece(s) 2 x 6 DF No.2 @ 16" OC Page 6 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1239 @ 15' 6 11/16"3281 (1.50")Passed (38%)--1.0 D + 1.0 Lr (Alt Spans) Shear (lbs)1049 @ 14' 9 11/16"4856 Passed (22%)1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-lbs)3388 @ 9' 6 15/16"5615 Passed (60%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.176 @ 8' 9 7/8"0.719 Passed (L/979)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.334 @ 8' 9 11/16"0.959 Passed (L/517)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 16' 2" System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD Member Pitch : 2.83/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - SPF 3.50"3.50"1.50"353 358 711 Blocking 2 - Hanger on 9 1/4" SPF beam 3.50"Hanger¹1.50"577 663 1239 See note ¹ •Maximum allowable bracing intervals based on applied load. •Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)16' o/c Bottom Edge (Lu)16' o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LSSR410Z 1.88"N/A 22-16dx2.5 18-16dx2.5 •Refer to manufacturer notes and instructions for proper installation and use of all connectors. • Side loads are assumed to not induce cross-grain tension. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF)0 to 15' 6 11/16"N/A 8.2 -- 1 - Tapered (PLF)0 to 1' 5"N/A 0.0 to 21.8 0.0 to 28.3 Generated from Roof Geometry 2 - Tapered (PLF)1' 5" to 15' 6 11/16"N/A 0.0 to 107.7 0.0 to 141.4 Generated from Roof Geometry Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Roof: Hip/Valley Beam 1 piece(s) 4 x 10 DF No.2 Page 7 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Page 8 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6667 @ 7 3/4"8181 (3.50")Passed (81%)--1.0 D + 1.0 Lr (Adj Spans) Shear (lbs)3413 @ 1' 11"10519 Passed (32%)1.25 1.0 D + 1.0 Lr (Adj Spans) Moment (Ft-lbs)17627 @ 10' 3 3/4"23188 Passed (76%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.361 @ 10' 3 9/16"0.965 Passed (L/641)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.646 @ 10' 3 9/16"1.286 Passed (L/358)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 20' 7" System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - SPF 3.50"3.50"2.85"3051 3616 6667 Blocking 2 - Stud wall - SPF 3.50"3.50"2.84"3041 3608 6649 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)20' 7" o/c Bottom Edge (Lu)20' 7" o/c • Side loads are assumed to not induce cross-grain tension. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF)0 to 20' 7"N/A 18.8 -- 1 - Uniform (PSF)0 to 20' 7" (Front)11'15.0 20.0 Default Load 2 - Point (lb)20' 6" (Front)N/A 577 663 Linked from: Roof: Hip/Valley Beam, Support 2 3 - Point (lb)0 (Front)N/A 577 663 Linked from: Roof: Hip/Valley Beam, Support 2 4 - Point (lb)0 (Front)N/A 577 663 Linked from: Roof: Hip/Valley Beam, Support 2 5 - Point (lb)20' 6" (Front)N/A 577 663 Linked from: Roof: Hip/Valley Beam, Support 2 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Roof: Drop Beam 1 piece(s) 6 x 14 DF No.1 Page 9 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Page 10 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5374 @ 1"5469 (2.50")Passed (98%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)3163 @ 11 3/4"4856 Passed (65%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)3117 @ 8"5615 Passed (56%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.004 @ 1' 4 7/16"0.092 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.008 @ 1' 4 7/16"0.138 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Member Length : 2' 11" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Factored Accessories 1 - Trimmer - DF 2.50"2.50"2.46"2525 219 2849 5374 None 2 - Trimmer - DF 2.50"2.50"1.50"769 219 767 1536 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 11" o/c Bottom Edge (Lu)2' 11" o/c Dead Floor Live Roof Live Vertical Loads Location Tributary Width (0.90)(1.00)(1.25)Comments 0 - Self Weight (PLF)0 to 2' 11"N/A 8.2 ---- 1 - Uniform (PSF)0 to 2' 11"15'5.0 10.0 -Default Load 2 - Point (lb)8"N/A 3051 -3616 Linked from: Roof: Drop Beam, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Wall: Header 1 piece(s) 4 x 10 DF No.2 Page 11 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)588 @ 0 3281 (1.50")Passed (18%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)451 @ 8 3/4"3806 Passed (12%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)918 @ 3' 1 1/2"3737 Passed (25%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.019 @ 3' 1 1/2"0.208 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.036 @ 3' 1 1/2"0.313 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Member Length : 6' 3" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Factored Accessories 1 - Trimmer - DF 1.50"1.50"1.50"275 42 313 588 None 2 - Trimmer - DF 1.50"1.50"1.50"275 42 313 588 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 3" o/c Bottom Edge (Lu)6' 3" o/c Dead Floor Live Roof Live Vertical Loads Location Tributary Width (0.90)(1.00)(1.25)Comments 0 - Self Weight (PLF)0 to 6' 3"N/A 6.4 ---- 1 - Uniform (PSF)0 to 6' 3"1' 4"5.0 10.0 -Default Load 2 - Uniform (PSF)0 to 6' 3"5'15.0 -20.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Wall: Header 1 piece(s) 4 x 8 DF No.2 Page 12 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)204 @ 2 1/2"2109 (2.25")Passed (10%)--1.0 D + 1.0 L (All Spans) Shear (lbs)185 @ 1' 3/4"1665 Passed (11%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1017 @ 10' 3 1/2"2029 Passed (50%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.313 @ 10' 3 1/2"0.504 Passed (L/772)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.470 @ 10' 3 1/2"1.008 Passed (L/515)--1.0 D + 1.0 L (All Spans) TJ-Pro™ Rating N/A N/A N/A --N/A Member Length : 20' 4 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered in analysis. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - DF 3.50"2.25"1.50"69 137 206 1 1/4" Rim Board 2 - Stud wall - DF 3.50"2.25"1.50"69 137 206 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 10" o/c Bottom Edge (Lu)20' 5" o/c Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 20' 7"16"5.0 10.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Floor: Joist CJ1 1 piece(s) 2 x 10 DF No.2 @ 16" OC Page 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)104 @ 2 1/2"2109 (2.25")Passed (5%)--1.0 D + 1.0 L (All Spans) Shear (lbs)91 @ 9"990 Passed (9%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)258 @ 5' 3 1/2"848 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.096 @ 5' 3 1/2"0.254 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.144 @ 5' 3 1/2"0.508 Passed (L/844)--1.0 D + 1.0 L (All Spans) TJ-Pro™ Rating N/A N/A N/A --N/A Member Length : 10' 4 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered in analysis. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - DF 3.50"2.25"1.50"35 71 106 1 1/4" Rim Board 2 - Stud wall - DF 3.50"2.25"1.50"35 71 106 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 5" o/c Bottom Edge (Lu)10' 5" o/c Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 10' 7"16"5.0 10.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Floor: Joist CJ2 1 piece(s) 2 x 6 DF No.2 @ 16" OC Page 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)388 @ 2"3347 (2.25")Passed (12%)--1.0 D + 1.0 L (All Spans) Shear (lbs)239 @ 9"2310 Passed (10%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)304 @ 1' 9 1/2"1720 Passed (18%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1' 9 1/2"0.081 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.007 @ 1' 9 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Member Length : 3' 4 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - SPF 3.50"2.25"1.50"143 269 411 1 1/4" Rim Board 2 - Stud wall - SPF 3.50"2.25"1.50"143 269 411 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)3' 5" o/c • Side loads are assumed to not induce cross-grain tension. Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)1 1/4" to 3' 5 3/4"N/A 4.9 -- 1 - Uniform (PSF)0 to 3' 7" (Front)15'5.0 10.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Floor: Flush Beam B2 1 piece(s) 4 x 6 DF No.2 Page 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)111 @ 2 1/2"2109 (2.25")Passed (5%)--1.0 D + 1.0 L (All Spans) Shear (lbs)98 @ 9"990 Passed (10%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)298 @ 5' 8"848 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.128 @ 5' 8"0.273 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.192 @ 5' 8"0.546 Passed (L/682)--1.0 D + 1.0 L (All Spans) TJ-Pro™ Rating N/A N/A N/A --N/A Member Length : 11' 1 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered in analysis. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - DF 3.50"2.25"1.50"38 76 113 1 1/4" Rim Board 2 - Stud wall - DF 3.50"2.25"1.50"38 76 113 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 2" o/c Bottom Edge (Lu)11' 2" o/c Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 11' 4"16"5.0 10.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Addition ADU, Addition Floor: Joist 1 piece(s) 2 x 6 DF No.2 @ 16" OC Page 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)311 @ 0 3281 (1.50")Passed (9%)--1.0 D + 1.0 L (All Spans) Shear (lbs)190 @ 7"2310 Passed (8%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)233 @ 1' 6"1720 Passed (14%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.003 @ 1' 6"0.100 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.005 @ 1' 6"0.150 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Member Length : 3' System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - DF 1.50"1.50"1.50"109 203 311 None 2 - Trimmer - DF 1.50"1.50"1.50"109 203 311 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' o/c Bottom Edge (Lu)3' o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3'N/A 4.9 -- 1 - Uniform (PSF)0 to 3'13' 6"5.0 10.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Addition ADU, Wall: Header 1 piece(s) 4 x 6 DF No.2 Page 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2507 @ 1' 1 3/4"7656 (3.50")Passed (33%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)1704 @ 2' 2 3/4"5906 Passed (29%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)5887 @ 6' 11 3/8"7614 Passed (77%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.118 @ 6' 11"0.576 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.211 @ 6' 11 1/16"0.768 Passed (L/655)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 12' 10" System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - DF 3.50"3.50"1.50"1114 1393 2507 Blocking 2 - Stud wall - DF 3.50"3.50"1.50"939 1180 2119 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 10" o/c Bottom Edge (Lu)12' 10" o/c • Side loads are assumed to not induce cross-grain tension. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF)0 to 12' 10"N/A 10.0 -- 1 - Uniform (PSF)0 to 12' 10" (Front)10'15.0 20.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Addition ADU, Roof: Addition ADU Ridge Beam 1 piece(s) 4 x 12 DF No.2 Page 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)278 @ 1' 1 3/4"3459 (3.50")Passed (8%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)196 @ 1' 8 11/16"1238 Passed (16%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)497 @ 5' 9 3/4"1060 Passed (47%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.143 @ 5' 9 1/4"0.486 Passed (L/818)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.253 @ 5' 9 5/16"0.649 Passed (L/461)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 11' 3 11/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD Member Pitch : 4/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - DF 3.50"3.50"1.50"123 156 278 Blocking 2 - Beveled Plate - DF 3.50"3.50"1.50"100 128 228 Blocking •Maximum allowable bracing intervals based on applied load. •Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 2" o/c Bottom Edge (Lu)11' 2" o/c Dead Roof Live Vertical Load Location (Side)Spacing (0.90)(1.25)Comments 1 - Uniform (PSF)0 to 10' 7"16"15.0 20.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Addition ADU, Addition Roof: Joist 1 piece(s) 2 x 6 DF No.2 @ 16" OC Page 19 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)476 @ 0 3281 (1.50")Passed (15%)--1.0 D + 1.0 L (All Spans) Shear (lbs)344 @ 8 3/4"3045 Passed (11%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)625 @ 2' 7 1/2"2989 Passed (21%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.010 @ 2' 7 1/2"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.017 @ 2' 7 1/2"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Member Length : 5' 3" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - DF 1.50"1.50"1.50"214 263 476 None 2 - Trimmer - DF 1.50"1.50"1.50"214 263 476 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 3" o/c Bottom Edge (Lu)5' 3" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 3"N/A 6.4 -- 1 - Uniform (PSF)0 to 5' 3"5'15.0 20.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Addition ADU, Wall: Header at Edge 1 piece(s) 4 x 8 DF No.2 Page 20 Footing Capacity Based on Bearing Pressures Allowable Bearing 1500 psf Increase Per Foot Width 0 psf Minimum Width (Cont Ftg)12 inches Minimum Width (Pad)24 inches Increase Per Foot Depth 0 psf Minimum Embed 24 inches Actual Embed 24 inches Max Bearing Pressure 1500 psf Allowable Load = (Footing Size) / 144 x Allowable Bearing Max Point Load For Pad Footing PSF Used Allowable Load (#) 1 24 1500 6000 2 30 1500 9375 3 36 1500 13500 4 42 1500 18375 5 48 1500 24000 6 54 1500 30375 Cont Footing Width 12 inches Embedment 24 inches Overall Thickness 24 inches Bearing Pressure 1500.00 psf Continuous Footing Post Allowable Point Load Capacity Width Load (#) 3.5 6438 5.5 6688 7.5 6938 1500 plf Exterior Footing Line Load Demand: DL (psf)LL (psf)Trib (ft) Roof 15 20 3.5 122.5 Ext. Wall 15 0 41 615 Total 737.5 plf Interior Footing Allowable Footing Line Load = Footing Size (Sq. in.) Page 21 Lateral Analysis Page 22 Page 23 Page 24 Page 25 SHEAR WALL KEY PLAN 8'-0" CLG 8'-0" CLG8'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" CLG 1 A B 2 C D 3 4 Page 26 R 6. 5 Cd 4 I 1 Sd s 1. 0 2 6 ρ 1. 5 2 8 Cs 0. 1 5 8 V ( l b s ) 90 7 . 6 RO O F D L ( p s f ) Wa l l D L ( p s f ) Ar e a ( f t 2 ) Wi g h t ( l b s ) He i g h t ( f t ) Wx * h x ( l b s ) Cv x Fx ( l b s ) Fi ( l b s ) Un i f o r m F i ( p s f ) Ro o f 15 8 25 0 57 5 0 . 0 0 10 57 5 0 0 1. 0 0 90 7 . 6 2 90 7 . 6 2 2. 5 ∑ 5 7 5 0 ∑ 5 7 5 0 0 Ar e a ( f t 2 ) ρ * F i ( l b s ) ρ * U n i f o r m F i ( p s f ) 25 0 13 8 6 . 8 4 3. 9 0 0 . 0 0 0 . 0 Up l i f t ( l b s ) H o l d o w n U p l i f t ( l b s ) H o l d o w n Gr i d C 3 1 2 5 . 0 1 6 1 . 8 T y p e 1 - 3 4 0 p l f 1 0 1 6 1 8 . 0 - 1 6 1 8 . 0 H U D 2 - 3 0 7 5 l b s Gr i d D 4 1 2 5 . 0 1 2 1 . 3 T y p e 1 - 3 4 0 p l f 1 0 1 2 1 3 . 5 - 1 2 1 3 . 5 H U D 2 - 3 0 7 5 l b s Gr i d 3 4 1 2 5 . 0 1 2 1 . 3 T y p e 1 - 3 4 0 p l f 1 0 1 2 1 3 . 5 - 1 2 1 3 . 5 H U D 2 - 3 0 7 5 l b s Gr i d 4 4 1 2 5 . 0 1 2 1 . 3 T y p e 1 - 3 4 0 p l f 1 0 1 2 1 3 . 5 - 1 2 1 3 . 5 H U D 2 - 3 0 7 5 l b s St a c k i n g W a l l P i e r s On e L e v e l W a l l P i e r Ro o f Ad d i t i o n A D U S e i s m i c L o a d A n a l y s i s De s i g n C o e f f i c i e n t Sh e a r w a l l a n d H o l d o w n D e s i g n Le v e l s G r i d To t a l S W L e n g t h ( f t ) T r i b . A r e a ( f t 2 ) D e m a n d ( p l f ) Ca p a c i t y ( p l f ) W a l l H e i g h t ( f t ) Page 27 R 6. 5 Cd 4 I 1 Sd s 1. 0 2 6 ρ 1. 5 2 8 Cs 0. 1 5 8 V ( l b s ) 90 7 . 6 RO O F D L ( p s f ) Wa l l D L ( p s f ) Ar e a ( f t 2 ) Wi g h t ( l b s ) He i g h t ( f t ) Wx * h x ( l b s ) Cv x Fx ( l b s ) Fi ( l b s ) Un i f o r m F i ( p s f ) Ro o f 15 8 25 0 57 5 0 . 0 0 10 57 5 0 0 1. 0 0 90 7 . 6 2 90 7 . 6 2 2. 5 ∑ 5 7 5 0 ∑ 5 7 5 0 0 Ar e a ( f t 2 ) ρ * F i ( l b s ) ρ * U n i f o r m F i ( p s f ) 25 0 13 8 6 . 8 4 3. 9 0 0 . 0 0 0 . 0 Up l i f t ( l b s ) H o l d o w n U p l i f t ( l b s ) H o l d o w n Gr i d C 3 1 2 5 . 0 1 6 1 . 8 T y p e 1 - 3 4 0 p l f 1 0 1 6 1 8 . 0 - 1 6 1 8 . 0 H U D 2 - 3 0 7 5 l b s Gr i d D 4 1 2 5 . 0 1 2 1 . 3 T y p e 1 - 3 4 0 p l f 1 0 1 2 1 3 . 5 - 1 2 1 3 . 5 H U D 2 - 3 0 7 5 l b s Gr i d 3 4 1 2 5 . 0 1 2 1 . 3 T y p e 1 - 3 4 0 p l f 1 0 1 2 1 3 . 5 - 1 2 1 3 . 5 H U D 2 - 3 0 7 5 l b s Gr i d 4 4 1 2 5 . 0 1 2 1 . 3 T y p e 1 - 3 4 0 p l f 1 0 1 2 1 3 . 5 - 1 2 1 3 . 5 H U D 2 - 3 0 7 5 l b s St a c k i n g W a l l P i e r s On e L e v e l W a l l P i e r Ro o f Ad d i t i o n A D U S e i s m i c L o a d A n a l y s i s De s i g n C o e f f i c i e n t Sh e a r w a l l a n d H o l d o w n D e s i g n Le v e l s G r i d To t a l S W L e n g t h ( f t ) T r i b . A r e a ( f t 2 ) D e m a n d ( p l f ) Ca p a c i t y ( p l f ) W a l l H e i g h t ( f t ) Page 28 STRUCTURAL CALCULATION 2nd Submittal FOR SANTA ANA DETACHED ADU & HOUSE ADDITION AT 2201 S ROSS ST SANTA ANA, CA 92707 DATE: MARCH 14TH , 2025 PROJECT NO.: 24-012 PREPARED BY DEYI CONSULTANTS, INC 3943 IRVINE BLVD. #765 IRVINE, CA 92602 TEL: (949) 656-6134 EXP. DATE: 09/30/2026 Description Page 1.0 Design Parameter 1-3 2.0 Vertical Analysis 4-21 3.0 Lateral Analysis 22-37 Table of Content Page 2 Design Parameters Page 3 Governing Code:CBC 2022 Basis Load Combination: Allowable Stress Design Strength Design 1.0D 1.2D + 1.6L + 0.5Lr 1.0D + 1.0L 1.2D + f1L + 1.6Lr 1.0D + 1.0Lr 1.2D + 1.6W + f1L + 0.5Lr 1.0D + 0.7 ( L + Lr )1.2D + 1.0E + f1L 1.0D + (W or 0.7 E)0.9D + 1.0E 1.0D + 0.75(W or 0.7 E) + 0.75 (L + Lr)0.9D + 1.6W 0.6D + (W or 0.7 E) Special Seismic Load Combination: 1.2D + f1L + Em where Em = Emh + Ev 0.9D + Em Emh = ΩE Ev = 0.2 SDS D Structural Material: Sawn Lumber (DF-)Fb (psi) Fv (psi) E(psi) 2x Joist / Rafter (No. 2) 900 180 1.6 x 106 4x Sawn Beam (No. 2) 900 180 1.6 x 106 6x Sawn Beam (No. 2) 875 170 1.3 x 106 4x Sawn Beam (No. 1) 1000 180 1.7 x 106 6x Sawn Beam (No. 1) 1350 170 1.6x 10 6 Manufactured Products Glu-Lam 2400 165 1.8x 10 6 Paralam PSL (ESR-1387)2900 290 2.0 x 106 MicroLam LVL (ESR-1387)2600 285 1.9 x 106 Concrete Slab on Grade Fc' = 2500 psi Footings Fc' = 2500 psi Masonry Masonry f'm = 1500psi Grout fc = 2000 psi Gravity Loads: Live Load 20 psf Dead Loads: Roofing 5 psf Sheathing 2.2 psf Framing 3 psf Insulation 0.8 psf Ceiling & Misc 4 psf Total 15 psf Roof Page 4 Live Load 10 psf Dead Loads: Roofing 0 psf Sheathing 1 psf Framing 2 psf Insulation 0 psf Ceiling & Misc 2 psf Total 5 psf Seismic Parameters: Spectral Responses Acceleration Ss 1.282 S1 0.459 Site Classification D (Default) Site Coefficient Fa 1.2 Fv NULL Ajust Spectral Responses Acceleration SMS = Fa x Ss 1.538 SM1 = Fv x S1 NULL Design Spectral Responses Acceleration SDS = SMS x 2/3 1.026 SD1 = SM1 x 2/3 NULL Ceiling Page 5 Vertical Analysis Page 6 ADU Member Name Results (Max UTIL %)Current Solution Comments Roof: Joist Passed (69% ΔT)1 piece(s) 2 x 6 DF No.2 @ 16" OC Roof: Hip/Valley Beam Passed (60% M)1 piece(s) 4 x 10 DF No.2 Roof: Drop Beam Passed (81% R)1 piece(s) 6 x 14 DF No.1 Wall: Header Passed (98% R)1 piece(s) 4 x 10 DF No.2 Wall: Header Passed (25% M)1 piece(s) 4 x 8 DF No.2 Floor: Joist CJ1 Passed (62% ΔL)1 piece(s) 2 x 10 DF No.2 @ 16" OC Floor: Joist CJ2 Passed (38% ΔL)1 piece(s) 2 x 6 DF No.2 @ 16" OC Floor: Flush Beam B2 Passed (18% M)1 piece(s) 4 x 6 DF No.2 Addition ADU Member Name Results (Max UTIL %)Current Solution Comments Addition Floor: Joist Passed (47% ΔL)1 piece(s) 2 x 6 DF No.2 @ 16" OC Wall: Header Passed (14% M)1 piece(s) 4 x 6 DF No.2 Roof: Addition ADU Ridge Beam Passed (77% M)1 piece(s) 4 x 12 DF No.2 Addition Roof: Joist Passed (47% M)1 piece(s) 2 x 6 DF No.2 @ 16" OC Wall: Header at Edge Passed (21% M)1 piece(s) 4 x 8 DF No.2 24012 JOB SUMMARY REPORT Page 7 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)264 @ 12' 3 1/2"1406 (1.50")Passed (19%)--1.0 D + 1.0 Lr (Alt Spans) Shear (lbs)243 @ 11' 10 5/16"1238 Passed (20%)1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-lbs)730 @ 6' 9 1/8"1060 Passed (69%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.305 @ 6' 8 3/4"0.587 Passed (L/462)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.544 @ 6' 8 13/16"0.783 Passed (L/259)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 13' 1 5/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD Member Pitch : 4/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - DF 3.50"3.50"1.50"143 181 324 Blocking 2 - Hanger on 5 1/2" DF beam 3.50"Hanger¹1.50"122 156 278 See note ¹ •Maximum allowable bracing intervals based on applied load. •Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' o/c Bottom Edge (Lu)12' 11" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LRU26Z 1.94"N/A 4-10dx1.5 5-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Roof Live Vertical Load Location (Side)Spacing (0.90)(1.25)Comments 1 - Uniform (PSF)0 to 12' 7"16"15.0 20.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Roof: Joist 1 piece(s) 2 x 6 DF No.2 @ 16" OC Page 8 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1239 @ 15' 6 11/16"3281 (1.50")Passed (38%)--1.0 D + 1.0 Lr (Alt Spans) Shear (lbs)1049 @ 14' 9 11/16"4856 Passed (22%)1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-lbs)3388 @ 9' 6 15/16"5615 Passed (60%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.176 @ 8' 9 7/8"0.719 Passed (L/979)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.334 @ 8' 9 11/16"0.959 Passed (L/517)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 16' 2" System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD Member Pitch : 2.83/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - SPF 3.50"3.50"1.50"353 358 711 Blocking 2 - Hanger on 9 1/4" SPF beam 3.50"Hanger¹1.50"577 663 1239 See note ¹ •Maximum allowable bracing intervals based on applied load. •Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)16' o/c Bottom Edge (Lu)16' o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LSSR410Z 1.88"N/A 22-16dx2.5 18-16dx2.5 •Refer to manufacturer notes and instructions for proper installation and use of all connectors. • Side loads are assumed to not induce cross-grain tension. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF)0 to 15' 6 11/16"N/A 8.2 -- 1 - Tapered (PLF)0 to 1' 5"N/A 0.0 to 21.8 0.0 to 28.3 Generated from Roof Geometry 2 - Tapered (PLF)1' 5" to 15' 6 11/16"N/A 0.0 to 107.7 0.0 to 141.4 Generated from Roof Geometry Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Roof: Hip/Valley Beam 1 piece(s) 4 x 10 DF No.2 Page 9 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Page 10 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6667 @ 7 3/4"8181 (3.50")Passed (81%)--1.0 D + 1.0 Lr (Adj Spans) Shear (lbs)3413 @ 1' 11"10519 Passed (32%)1.25 1.0 D + 1.0 Lr (Adj Spans) Moment (Ft-lbs)17627 @ 10' 3 3/4"23188 Passed (76%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.361 @ 10' 3 9/16"0.965 Passed (L/641)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.646 @ 10' 3 9/16"1.286 Passed (L/358)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 20' 7" System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - SPF 3.50"3.50"2.85"3051 3616 6667 Blocking 2 - Stud wall - SPF 3.50"3.50"2.84"3041 3608 6649 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)20' 7" o/c Bottom Edge (Lu)20' 7" o/c • Side loads are assumed to not induce cross-grain tension. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF)0 to 20' 7"N/A 18.8 -- 1 - Uniform (PSF)0 to 20' 7" (Front)11'15.0 20.0 Default Load 2 - Point (lb)20' 6" (Front)N/A 577 663 Linked from: Roof: Hip/Valley Beam, Support 2 3 - Point (lb)0 (Front)N/A 577 663 Linked from: Roof: Hip/Valley Beam, Support 2 4 - Point (lb)0 (Front)N/A 577 663 Linked from: Roof: Hip/Valley Beam, Support 2 5 - Point (lb)20' 6" (Front)N/A 577 663 Linked from: Roof: Hip/Valley Beam, Support 2 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Roof: Drop Beam 1 piece(s) 6 x 14 DF No.1 Page 11 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Page 12 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5374 @ 1"5469 (2.50")Passed (98%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)3163 @ 11 3/4"4856 Passed (65%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)3117 @ 8"5615 Passed (56%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.004 @ 1' 4 7/16"0.092 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.008 @ 1' 4 7/16"0.138 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Member Length : 2' 11" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Factored Accessories 1 - Trimmer - DF 2.50"2.50"2.46"2525 219 2849 5374 None 2 - Trimmer - DF 2.50"2.50"1.50"769 219 767 1536 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 11" o/c Bottom Edge (Lu)2' 11" o/c Dead Floor Live Roof Live Vertical Loads Location Tributary Width (0.90)(1.00)(1.25)Comments 0 - Self Weight (PLF)0 to 2' 11"N/A 8.2 ---- 1 - Uniform (PSF)0 to 2' 11"15'5.0 10.0 -Default Load 2 - Point (lb)8"N/A 3051 -3616 Linked from: Roof: Drop Beam, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Wall: Header 1 piece(s) 4 x 10 DF No.2 Page 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)588 @ 0 3281 (1.50")Passed (18%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)451 @ 8 3/4"3806 Passed (12%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)918 @ 3' 1 1/2"3737 Passed (25%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.019 @ 3' 1 1/2"0.208 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.036 @ 3' 1 1/2"0.313 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Member Length : 6' 3" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Factored Accessories 1 - Trimmer - DF 1.50"1.50"1.50"275 42 313 588 None 2 - Trimmer - DF 1.50"1.50"1.50"275 42 313 588 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 3" o/c Bottom Edge (Lu)6' 3" o/c Dead Floor Live Roof Live Vertical Loads Location Tributary Width (0.90)(1.00)(1.25)Comments 0 - Self Weight (PLF)0 to 6' 3"N/A 6.4 ---- 1 - Uniform (PSF)0 to 6' 3"1' 4"5.0 10.0 -Default Load 2 - Uniform (PSF)0 to 6' 3"5'15.0 -20.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Wall: Header 1 piece(s) 4 x 8 DF No.2 Page 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)204 @ 2 1/2"2109 (2.25")Passed (10%)--1.0 D + 1.0 L (All Spans) Shear (lbs)185 @ 1' 3/4"1665 Passed (11%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1017 @ 10' 3 1/2"2029 Passed (50%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.313 @ 10' 3 1/2"0.504 Passed (L/772)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.470 @ 10' 3 1/2"1.008 Passed (L/515)--1.0 D + 1.0 L (All Spans) TJ-Pro™ Rating N/A N/A N/A --N/A Member Length : 20' 4 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered in analysis. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - DF 3.50"2.25"1.50"69 137 206 1 1/4" Rim Board 2 - Stud wall - DF 3.50"2.25"1.50"69 137 206 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 10" o/c Bottom Edge (Lu)20' 5" o/c Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 20' 7"16"5.0 10.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Floor: Joist CJ1 1 piece(s) 2 x 10 DF No.2 @ 16" OC Page 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)104 @ 2 1/2"2109 (2.25")Passed (5%)--1.0 D + 1.0 L (All Spans) Shear (lbs)91 @ 9"990 Passed (9%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)258 @ 5' 3 1/2"848 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.096 @ 5' 3 1/2"0.254 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.144 @ 5' 3 1/2"0.508 Passed (L/844)--1.0 D + 1.0 L (All Spans) TJ-Pro™ Rating N/A N/A N/A --N/A Member Length : 10' 4 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered in analysis. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - DF 3.50"2.25"1.50"35 71 106 1 1/4" Rim Board 2 - Stud wall - DF 3.50"2.25"1.50"35 71 106 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 5" o/c Bottom Edge (Lu)10' 5" o/c Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 10' 7"16"5.0 10.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Floor: Joist CJ2 1 piece(s) 2 x 6 DF No.2 @ 16" OC Page 16 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)388 @ 2"3347 (2.25")Passed (12%)--1.0 D + 1.0 L (All Spans) Shear (lbs)239 @ 9"2310 Passed (10%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)304 @ 1' 9 1/2"1720 Passed (18%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1' 9 1/2"0.081 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.007 @ 1' 9 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Member Length : 3' 4 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - SPF 3.50"2.25"1.50"143 269 411 1 1/4" Rim Board 2 - Stud wall - SPF 3.50"2.25"1.50"143 269 411 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)3' 5" o/c • Side loads are assumed to not induce cross-grain tension. Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)1 1/4" to 3' 5 3/4"N/A 4.9 -- 1 - Uniform (PSF)0 to 3' 7" (Front)15'5.0 10.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, Floor: Flush Beam B2 1 piece(s) 4 x 6 DF No.2 Page 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)111 @ 2 1/2"2109 (2.25")Passed (5%)--1.0 D + 1.0 L (All Spans) Shear (lbs)98 @ 9"990 Passed (10%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)298 @ 5' 8"848 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.128 @ 5' 8"0.273 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.192 @ 5' 8"0.546 Passed (L/682)--1.0 D + 1.0 L (All Spans) TJ-Pro™ Rating N/A N/A N/A --N/A Member Length : 11' 1 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered in analysis. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - DF 3.50"2.25"1.50"38 76 113 1 1/4" Rim Board 2 - Stud wall - DF 3.50"2.25"1.50"38 76 113 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 2" o/c Bottom Edge (Lu)11' 2" o/c Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 11' 4"16"5.0 10.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Addition ADU, Addition Floor: Joist 1 piece(s) 2 x 6 DF No.2 @ 16" OC Page 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)311 @ 0 3281 (1.50")Passed (9%)--1.0 D + 1.0 L (All Spans) Shear (lbs)190 @ 7"2310 Passed (8%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)233 @ 1' 6"1720 Passed (14%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.003 @ 1' 6"0.100 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.005 @ 1' 6"0.150 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Member Length : 3' System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - DF 1.50"1.50"1.50"109 203 311 None 2 - Trimmer - DF 1.50"1.50"1.50"109 203 311 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' o/c Bottom Edge (Lu)3' o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3'N/A 4.9 -- 1 - Uniform (PSF)0 to 3'13' 6"5.0 10.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Addition ADU, Wall: Header 1 piece(s) 4 x 6 DF No.2 Page 19 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2507 @ 1' 1 3/4"7656 (3.50")Passed (33%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)1704 @ 2' 2 3/4"5906 Passed (29%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)5887 @ 6' 11 3/8"7614 Passed (77%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.118 @ 6' 11"0.576 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.211 @ 6' 11 1/16"0.768 Passed (L/655)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 12' 10" System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - DF 3.50"3.50"1.50"1114 1393 2507 Blocking 2 - Stud wall - DF 3.50"3.50"1.50"939 1180 2119 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 10" o/c Bottom Edge (Lu)12' 10" o/c • Side loads are assumed to not induce cross-grain tension. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF)0 to 12' 10"N/A 10.0 -- 1 - Uniform (PSF)0 to 12' 10" (Front)10'15.0 20.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Addition ADU, Roof: Addition ADU Ridge Beam 1 piece(s) 4 x 12 DF No.2 Page 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)278 @ 1' 1 3/4"3459 (3.50")Passed (8%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)196 @ 1' 8 11/16"1238 Passed (16%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)497 @ 5' 9 3/4"1060 Passed (47%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.143 @ 5' 9 1/4"0.486 Passed (L/818)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.253 @ 5' 9 5/16"0.649 Passed (L/461)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 11' 3 11/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD Member Pitch : 4/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - DF 3.50"3.50"1.50"123 156 278 Blocking 2 - Beveled Plate - DF 3.50"3.50"1.50"100 128 228 Blocking •Maximum allowable bracing intervals based on applied load. •Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 2" o/c Bottom Edge (Lu)11' 2" o/c Dead Roof Live Vertical Load Location (Side)Spacing (0.90)(1.25)Comments 1 - Uniform (PSF)0 to 10' 7"16"15.0 20.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Addition ADU, Addition Roof: Joist 1 piece(s) 2 x 6 DF No.2 @ 16" OC Page 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)476 @ 0 3281 (1.50")Passed (15%)--1.0 D + 1.0 L (All Spans) Shear (lbs)344 @ 8 3/4"3045 Passed (11%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)625 @ 2' 7 1/2"2989 Passed (21%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.010 @ 2' 7 1/2"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.017 @ 2' 7 1/2"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Member Length : 5' 3" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - DF 1.50"1.50"1.50"214 263 476 None 2 - Trimmer - DF 1.50"1.50"1.50"214 263 476 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 3" o/c Bottom Edge (Lu)5' 3" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 3"N/A 6.4 -- 1 - Uniform (PSF)0 to 5' 3"5'15.0 20.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Addition ADU, Wall: Header at Edge 1 piece(s) 4 x 8 DF No.2 Page 22 Footing Capacity Based on Bearing Pressures Allowable Bearing 1500 psf Increase Per Foot Width 0 psf Minimum Width (Cont Ftg)12 inches Minimum Width (Pad)24 inches Increase Per Foot Depth 0 psf Minimum Embed 24 inches Actual Embed 24 inches Max Bearing Pressure 1500 psf Allowable Load = (Footing Size) / 144 x Allowable Bearing Max Point Load For Pad Footing PSF Used Allowable Load (#) 1 24 1500 6000 2 30 1500 9375 3 36 1500 13500 4 42 1500 18375 5 48 1500 24000 6 54 1500 30375 Cont Footing Width 12 inches Embedment 24 inches Overall Thickness 24 inches Bearing Pressure 1500.00 psf Continuous Footing Post Allowable Point Load Capacity Width Load (#) 3.5 6438 5.5 6688 7.5 6938 1500 plf Exterior Footing Line Load Demand: DL (psf)LL (psf)Trib (ft) Roof 15 20 3.5 122.5 Ext. Wall 15 0 41 615 Total 737.5 plf Interior Footing Allowable Footing Line Load = Footing Size (Sq. in.) Page 23 Lateral Analysis Page 24 Page 25 Page 26 Page 27 SHEAR WALL KEY PLAN 8'-0" CLG 8'-0" CLG8'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" CLG 1 A B 2 C D 3 4 Page 28 R 6. 5 Cd 4 I 1 Sd s 1. 0 2 6 ρ 1. 5 2 8 Cs 0. 1 5 8 V ( l b s ) 90 7 . 6 RO O F D L ( p s f ) Wa l l D L ( p s f ) Ar e a ( f t 2 ) Wi g h t ( l b s ) He i g h t ( f t ) Wx * h x ( l b s ) Cv x Fx ( l b s ) Fi ( l b s ) Un i f o r m F i ( p s f ) Ro o f 15 8 25 0 57 5 0 . 0 0 10 57 5 0 0 1. 0 0 90 7 . 6 2 90 7 . 6 2 2. 5 ∑ 5 7 5 0 ∑ 5 7 5 0 0 Ar e a ( f t 2 ) ρ * F i ( l b s ) ρ * U n i f o r m F i ( p s f ) 25 0 13 8 6 . 8 4 3. 9 0 0 . 0 0 0 . 0 Up l i f t ( l b s ) H o l d o w n U p l i f t ( l b s ) H o l d o w n Gr i d C 3 1 2 5 . 0 1 6 1 . 8 T y p e 1 - 3 4 0 p l f 1 0 1 6 1 8 . 0 - 1 6 1 8 . 0 H U D 2 - 3 0 7 5 l b s Gr i d D 4 1 2 5 . 0 1 2 1 . 3 T y p e 1 - 3 4 0 p l f 1 0 1 2 1 3 . 5 - 1 2 1 3 . 5 H U D 2 - 3 0 7 5 l b s Gr i d 3 4 1 2 5 . 0 1 2 1 . 3 T y p e 1 - 3 4 0 p l f 1 0 1 2 1 3 . 5 - 1 2 1 3 . 5 H U D 2 - 3 0 7 5 l b s Gr i d 4 4 1 2 5 . 0 1 2 1 . 3 T y p e 1 - 3 4 0 p l f 1 0 1 2 1 3 . 5 - 1 2 1 3 . 5 H U D 2 - 3 0 7 5 l b s St a c k i n g W a l l P i e r s On e L e v e l W a l l P i e r Ro o f Ad d i t i o n A D U S e i s m i c L o a d A n a l y s i s De s i g n C o e f f i c i e n t Sh e a r w a l l a n d H o l d o w n D e s i g n Le v e l s G r i d To t a l S W L e n g t h ( f t ) T r i b . A r e a ( f t 2 ) D e m a n d ( p l f ) Ca p a c i t y ( p l f ) W a l l H e i g h t ( f t ) Page 29 R 6. 5 Cd 4 I 1 Sd s 1. 0 2 6 ρ 1. 5 2 8 Cs 0. 1 5 8 V ( l b s ) 90 7 . 6 RO O F D L ( p s f ) Wa l l D L ( p s f ) Ar e a ( f t 2 ) Wi g h t ( l b s ) He i g h t ( f t ) Wx * h x ( l b s ) Cv x Fx ( l b s ) Fi ( l b s ) Un i f o r m F i ( p s f ) Ro o f 15 8 25 0 57 5 0 . 0 0 10 57 5 0 0 1. 0 0 90 7 . 6 2 90 7 . 6 2 2. 5 ∑ 5 7 5 0 ∑ 5 7 5 0 0 Ar e a ( f t 2 ) ρ * F i ( l b s ) ρ * U n i f o r m F i ( p s f ) 25 0 13 8 6 . 8 4 3. 9 0 0 . 0 0 0 . 0 Up l i f t ( l b s ) H o l d o w n U p l i f t ( l b s ) H o l d o w n Gr i d C 3 1 2 5 . 0 1 6 1 . 8 T y p e 1 - 3 4 0 p l f 1 0 1 6 1 8 . 0 - 1 6 1 8 . 0 H U D 2 - 3 0 7 5 l b s Gr i d D 4 1 2 5 . 0 1 2 1 . 3 T y p e 1 - 3 4 0 p l f 1 0 1 2 1 3 . 5 - 1 2 1 3 . 5 H U D 2 - 3 0 7 5 l b s Gr i d 3 4 1 2 5 . 0 1 2 1 . 3 T y p e 1 - 3 4 0 p l f 1 0 1 2 1 3 . 5 - 1 2 1 3 . 5 H U D 2 - 3 0 7 5 l b s Gr i d 4 4 1 2 5 . 0 1 2 1 . 3 T y p e 1 - 3 4 0 p l f 1 0 1 2 1 3 . 5 - 1 2 1 3 . 5 H U D 2 - 3 0 7 5 l b s St a c k i n g W a l l P i e r s On e L e v e l W a l l P i e r Ro o f Ad d i t i o n A D U S e i s m i c L o a d A n a l y s i s De s i g n C o e f f i c i e n t Sh e a r w a l l a n d H o l d o w n D e s i g n Le v e l s G r i d To t a l S W L e n g t h ( f t ) T r i b . A r e a ( f t 2 ) D e m a n d ( p l f ) Ca p a c i t y ( p l f ) W a l l H e i g h t ( f t ) Page 30 Chord Analysis - Plan 1 Main Roof (E-W Chord, N-S Force) Seismic Diaphragm Force Distribution = PSF Distributed Load = PSF * D = PLF Moment = PLF * W ^ 2 / 8 = FT-LB Chord Force = Moment / D = LBS DRAG FORCE = LBS Main Roof (N-S Chord, E-W Force) Seismic Diaphragm Force Distribution = PSF Distributed Load = PSF * W = PLF Moment = PLF * D ^ 2 / 8 = FT-LB Chord Force = Moment / W = LBS MAX. DRAG FORCE = LBS W = ft D = ft Main Roof 195 3.90 15600 780 195 20 40 156 7800 780 78 3.90 Page 31 *The drag force max : P = 780 Ibs *The tension Load Simpson MSTA24 : T = 1640 Ibs (see load tables below) > 780# --> OK * Allowable withdraw force per (18) 16d sinker nails: T = 18*90 = 1620 Ibs (See next page for capacity 16d sinker nail) --> OK Page 32 Page 33 Page 34 Page 35 PROJECT : PAGE : CLIENT : DESIGN BY : JOB NO. : DATE : REVIEW BY : INPUT DATA TOTAL SHEAR FORCE (ASD) Fp = 0.907 kips NUMBER OF SEGMENTS n = 8 Segment 1 2 3 4 5 6 7 8 Length, ft 3.75 6 6.5 3 3.5 3 4 10.25 Shear Wall ? No No No No No no yes No ANALYSIS TOTAL DRAG LENGTH Ldrag = 40 ft TOTAL SHEAR WALL LENGTH Lwall = 4 ft DIAPHRAGM SHEAR STRESS vdiaphragm = Fp / vdrag = 23 plf SHEAR WALL SHEAR STRESS vshear wall = Fp / vwall = 227 plf Section Point 0 1 2 3 4 5 6 7 8 Distance, ft 0 3.75 9.75 16.25 19.25 22.75 25.75 29.75 40 Axial Force 0 -0.09 -0.22 -0.37 -0.44 -0.52 -0.58 0.23 0.00 DRAG / COLLECTOR FORCE DIAGRAM SHEAR WALL & DRAG ELEVATION Drag / Collector Force Diagram Generator SANTA ANA DETACHED ADU 24012 -0.7 -0.6 -0.5 -0.4 -0.3 -0.2 -0.1 0 0.1 0.2 0.3 Dr a g A x i a l F o r c e , k i p s Distance, ft Page 36 PROJECT : PAGE : CLIENT : DESIGN BY : JOB NO. : DATE : REVIEW BY : INPUT DATA TOTAL SHEAR FORCE (ASD) Fp = 0.907 kips NUMBER OF SEGMENTS n = 8 Segment 1 2 3 4 5 6 7 8 Length, ft 14.25 3 3.25 3 2.5 3 4 7 Shear Wall ? No No No No No no yes No ANALYSIS TOTAL DRAG LENGTH Ldrag = 40 ft TOTAL SHEAR WALL LENGTH Lwall = 4 ft DIAPHRAGM SHEAR STRESS vdiaphragm = Fp / vdrag = 23 plf SHEAR WALL SHEAR STRESS vshear wall = Fp / vwall = 227 plf Section Point 0 1 2 3 4 5 6 7 8 Distance, ft 0 14.25 17.25 20.5 23.5 26 29 33 40 Axial Force 0 -0.32 -0.39 -0.46 -0.53 -0.59 -0.66 0.16 0.00 DRAG / COLLECTOR FORCE DIAGRAM SHEAR WALL & DRAG ELEVATION Drag / Collector Force Diagram Generator SANTA ANA DETACHED ADU 24012 -0.7 -0.6 -0.5 -0.4 -0.3 -0.2 -0.1 0 0.1 0.2 Dr a g A x i a l F o r c e , k i p s Distance, ft Page 37 SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@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 Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza 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 INTERIM CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall August 18, 2024 Also sent via email to: junfei.chen@deyiconsultants.com Maria Ocegueda 2201 South Ross Street Santa Ana, CA 92707 Subject: Address Assignment for a Detached Accessory Dwelling Unit located at 2201 South Ross Street (APN: 015-091-01) in Santa Ana, CA Dear Maria, 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 an 800-square-foot detached ADU located at 2201 South Ross Street (APN: 015-091-01). Notice is hereby given that the following assigned address shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address to be Activated/Posted 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. The address will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 664-2753 or by email at PRaj@santa-ana.org. Sincerely, Punkaj Raj Planning Technician Exhibit A – Address Plan Address Letter for 2201 South Ross Street Page 2 of 2 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 Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor 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 EXHIBIT A: ADDRESS PLAN (N) ADU414 W. ANAHURSTPLACE, UNIT 2 (E) SINGLE-FAMILY DWELLING2201 S. ROSS STREET (N) ADDITION TO SINGLEFAMILY DWELLING S. ROSS STREET W. A N A H U R S T P L A C E (E) STORAGESHED        ! "#$%&'()($*%%+,,- . !/ 0123456178359:;5<27=:3>5?7@7ABCB@35D:83;:E35F!G%#H)(I%JKL(*%KMN#&O%PMJ*%%+!-. !GFQR#&(S%T+,+UV+.FVV%%WXXXYZ[\]Y^_` abcdefghiejklmnopomqerstuvuwxtusyz{m|le QM'(%!%#}%F% ~€ ‚ƒ„…†‡ˆ‰€†„Š‚#HK($%#}%‹RK$%&#‹K}KŒM‹K#&%M&O%‹R(%M$ ($‹#$%$ŽJL(I%J(H#J‹%NŽ$‹% (% (H‹%M‹%‹R(% #J $K‹(%OŽJK&'%‹RK$%HJ#‘(Œ‹% ’“”•‚–~—‚˜™š›Š‚‚‚~œš——™—•‚ž›‚‚‚‚‚‚‚‚‚‚‚‚‚‚‚‚‚‚‚‚‚‚‚š—œ—ƒŸ—•‚‚‚‚‚‚‚‚‚‚‚‚‚ ‚‚‚‚ ˜~¡”’š¢—•‚ —™¡—š—•‚ž›‚‚‚‚‚‚‚‚ ‚‚‚™˜¡ƒ£ƒœ’¡ƒ˜™‚¤‚‚‚‚‚‚‚‚‚ ¥¦§¨©ª«ª¬­®¯°°°°°±²³´µ¶·°°°°¸²µ¹º¶·°° °»µµ °¼½¾µ K‹(%¿MN(% ÀÁÂÃ%OOJ($$%J#$$%‹J((‹% K‹(%K‹I% ‹M‹(% ÄKH%#Ž&‹I% K‹(%Å &(J%#&‹MŒ‹%QR#&(% Å &(J%OOJ($$%K‹I%‹M‹(% ÄKH% ($ŒJK (%Æ#J %%% ÇÈÉÉÊËÌÍÊÍÎËÈÏÍÊÐÑÈÉÒÈÎÓÊÐÍÊÒÍÔÕÉÈÖÌÍÒ×%%%ØÙÚÛ%%¿Ü 98ÝB83185DB3BE3:1@5Þ;1EBß2;B8à‚R(Œ %‹R(%HJ#Œ(OŽJ($%M&O%M&M)I‹KŒM)%N(‹R#O$%Ž$(O%‹#%O(‹(JNK&(%‹R(%HJ($(&Œ(%#}%M$ ($‹#$%K&%‹R(% ŽK)OK&'á%((%âãäåæçèéêæëìíîïðè% ñòóôÙ% Pñ"õ%Q"ö¿÷%ö¿QôøöÅ¿%%ñô%%PôøÅ.Q%Q"% Q% øô%/ ùúûü ý     Zþÿ\Zÿ_ ÿ% % !%%% ]Zþ_ "#$%&'()($*%%+,,/   !"#$% !&$'((((((((((((((((((((((((() *+,-./-0123345678908.:-; °<=>?@ABCD<EFGHIJKJHL< =>?@ABCMNOPQD<MRSTUVWXYYYYYYYYMMZ[\X[X\Y]X^S_VUVSWY`VWa_T\XYZ[\X[Yb[S^YcSdX[W^XWUYefXWaghYYYYYYYYYYiV[XYj[kVWVWfl mnoopqprstuvqrusvpwxpyxvzsv{nt|pu}xp~x{sonunst€ Q‚00 ƒƒ„… †‡ˆ‰‡Š‹‡Œ Ž ‰‘Œ’“”‹ •–Š—‹“˜ ™šÛ›ÖÐÍÖËÕÖ%œÕÑÎÒ×››››››››››ÙÚÛ%% %%¿Ü%% šžŸ ¡¢£¤¥¦§¡¥£¨©¨¢ª£¨¤ž¦«¬ ¨¥ª£¨¤ž¦­ª£¡šžŸ ¡¢£¤¥¦®¯¤ž¡¦°šžŸ ¡¢£¤¥¦±²³´µ ¶·¸¹º»¼º½¾¿¹¾¸»¾ºÀ¹Á»Â¸Ã·Ä¹º»¼ºÅƾÁ¹Ç¸»Â ÇÈÉʸ˹ºÖÐÍÖËÕÖ%¹Ļ̹Í×%%%Ùô%ººººººººÃκºººººººººÃϽ ¿ŽN (J%#}%œ)##J$%ÐÑÒÓÔÒÕÖ×ØÖÙ×ÚÛÙÜÝÞß% °<à?CáâáBãCá?ä<åæçAD< èJéFêHëêìFGHIJKJHLêíJLêîïðñòFêëFFKó°° ôòJõJLñIêêêêêêêêöñL÷FIIñKJHLêêêêêêêêêøFùJîJHLúûEñKFî°° üýþþÿ ý     ÿ  ÿ  þ   þ     ÿÿ  !"#$%&'()*+'(,-#& # %,. /&&  0123456782197:;<=677777>?@A77 77:B<CD77 >>E<D;6% ¿ŽN (J%#}%FG<HI<CDJ% KLMNOPQLRSTOURVTNWXPTYRZM[ \ÚÚÛ›š]Ú›^Ú]›_Ü`abacš`aÜd›šde›fš]g›šccÜ]eadh›`Ü›`iÚ›eÚjÜka`aÜd›lmno lÜp`i›qÜšÛ`›ra]›spška`g›tšdšhÚjÚd`›uaÛ`]ac`v›_Ü`abacš`aÜd›Üb›uÚjÜka`aÜd›Ü]›rÛwÚÛ`ÜÛ›xÚjÜfšk›\Ü]jv›xÚfaÛÚe›yz{|{} ~û€ ‚ûƒ„…†‡ûˆ…€ ‰†Šû‹ŒŠ„û †û‹€Ž†û„ƒû„… Šû ƒ„  ˆ€„ ƒ û‘’†€Š†ûˆ€’’ûƒŒ‡û“Š †Š„ƒŠû”ƒ„’ †úû•–—–˜û™–š›œ™™š šžŸ ¡¢£¤¥¡¦¥§¨¢©¥ª«¢¬¥§¢­®¤ ¯«¢°««Ÿ± ² ² ³´µ¶´·¸¹º»¼º½´·¾¿ÀÁ·ÿÃÄÅÅ¿Ã ÆÆÇÈ·É·ÊËÉÉ·¶ÌÍÉ·ÎϴмµÌÉÎϴмµÌÉ Ñ´ÏÌ´·ÎÏ´·Ò´ÅÆÁÇÁ ¸µ´Ï»º·Ò˼ÏÌÓ· ³´¶µ´·¸¹º»¼º½´³´µ¶´¾¿ÀÁ·ÿÃÄÅÅ¿Ã ÆÆÇÈ·É·ÊËÉÉ·ÉÌ·Ñ´ÏÌ´·ÎÏ´·Ò´ÅÆÁÇÈ ÔµËÕº¹Ì·ÑÌ´µÌ·Ö´ÌºÔµËÕº¹Ì·×Ͻ·Ö´Ìº         !" #$$%&& '()* +)) ,(-  !. #$$%&& '()* +)) ,(-  /0 #$$%&& '()* +)) ,(- 123011 #$$%&& '()* +)) ,(- #&4&)&5678'6-9*:6 ;)#&4&)&5678 #9<*:6 #=)>%(?(9%&9 @()8 >9;)A%$% ;)A%$%$)B(9 CD  DE F G#))<><-*)>9<*%$% HIJKLMN:6OPQRKSNKOTLUJVWO +(9)=%AX9% ;) Y Z [ G:9)((<)(9&&>884<9&($%$%<(7$-=%&=9))\]^_`abcde=98&&()(&<<6-9($4*)>%f=(%$-*69)g\]^_`dcae@48hijk8& 6l<><l-*48)m+'#no;pkq&%-%9)((<)(99$7%*<<%$(9))>$68()(9rstuvtwxyzt{|k@>57(&(9#6=9)(&)>$(%9<4)X9)>9X %}<)+(?q<)%*9$)>%((98%}<)+(?q<)%*~+__`€ ‚ƒ„…†‡ˆƒ ‰ Š‹‹Œ Ž‹‹~ ‰ ‘Œ’‹“‘” ’“‘•’”’–—•’‘˜3‘Ž™%*=%%<%$&e•‘Œ‘“•—•• ‹š‘Ž›“’•‹e9$)4)(9<()*$68()(9-%6()k+œ†^ˆ‚ƒ„ ˆ†`š_†^‡ž`† Ÿ` †‚_‡¡`œƒŸ_`a¢£¤¥¦§` )>)%f=(%&)>)*=-%7($<-*)>$68()(99)((<)(9)B=(8$(99$+)*4%(&&=9<$68()(9-%6()kq%f=&)(9&<88¨©¨ª«¨¬ª««¬kq%6&e(9&)%=<)(9&9$ ­®¯°±²³´µ`<944)(9$%6)>#no;X4&())ž‡‡¶·¸¸¹¹¹¦†º…Ÿ¦»ƒ¼k8&6(8)>(&&(9$%((989)((<)(9%6ee9$9*))<>69)&)½¾¿ÀÁÂÃÄýÁ+'#no;Å ÄÆÁÇ¿ÈÉɬÊËÅÌ&#98&e'#¨©©ÍʪɬÊËÎÁ¾¿ÀÁÏÐÐÁÆÑÒÓÔ½ÁÇÕÖ×Á¿ØÁÏÙÚÀÛÜÕÁпÜ×Ý¿ÈÁÃÚÀÞÛÜÚßÅÁпÜ×Ý¿ÈÁàÁááâãäÅÁåæçâÁèÚéÛÕÁêÚÖëÚÀÁìÀÛÞÚÅÁпßÁÏÖíÚîÚßÅÁ êÏÁïççâáko(8(9&7&)(6e69*9$%$=<&)%(<9$(%-88=)(9k 3‹‹ð—“‹ñ‘˜Ž‘ò‹–•’ó‹~“ô”•‰ññ’•’‘˜—õ3‹‹“ ö÷ Z ø Ž‘ò‹–•’ó‹3‹‹ù ññ’•’‘˜—õ3‹‹ù ‘•—õ3‹‹2ú‹ù '><lX%l-%<)(<&)-%79)e&=--%&&9$<9)(9$=&)e9$$=&)<9)%8&)4=&))>$68()(9&() +5#ûü#@ý5ýþi@ÿ5#@ý+@#5@5'+Bi:+qý:'ý+'5ýý:++@A:ý@5'#;+@i5ýü#+i:ÿ+AiÌ+@#BiÌi,ý5+A@ý5  ‘˜•’˜‹˜–2‹™‘õ’•’‘˜õ—˜G'><l<)(9&)488X$(=9-<)$&4&)&(&=9$$=%(9$68()(9%&4&)&6)%(84<6&$(&)=%4$e<%=6ª 48$e-=87%(?$%%$=<$)-X$%k;(&)=%4$;6$#'o%f=(%&%<$=%É89#--%78-%(%)<89ª=-g+„ƒ_Ÿ]„_`§` ]ˆŸ_^ˆ _ `‰ +@AüA5:A@iqûAü:ý5+ý'5ý+@#BiÌi,ýA+@+iÿ:+i+AÌ#@ýüA5#5ý#+5hýû'#5#'@ý5i,ýü#+@ýA@ý5  +'#no;  !"ÉɬÊË Ì&#98&e'#¨©©ÍʪɬÊË# ‘ú•  ‘—“•’Ž$ú—õ’•%—˜—‹™‹˜•2’“•Ž’–• Ë&¬É'-8*;%(7e;(69$B%e'#¨ËͬɪÊË& >9'g¨©¨j«¨¬ª««¬()))*+,-.*/!01 23456789:6;<=>6?@ABCBDEAB@FG@CG H5><4IJI<K6<=6LMN5MJ<M625><OP46 QRRSTUVWXYZ[\]RS^_X`S\abS^WWSc_dS +ef!gh-ijkl+m!lfn!"oij0klip m!lfn!"qÉɬÊË rstuvi.k+wiexijyjk0i Ì&#98&e'#¨©©uz# E F  G#88&4&)&<9)(9(96)%(8&6=&)4%67${|}~|)9*$68()(9<)(7()* € ‚ƒ„…€†‡‚„ˆ‰Š„‹ †Œ‰‚ „Ž† † ‘’‘ ‚„“‰‡‚Š‰”‚•„–€‚‰—‰”†‚‰€ „€—„“‘’€Œ‰‚‰€ „€Š„ˆ‡˜‘‡‚€‡„™‘’€š†Œ„›€Š’•„™‘š‰‡‘œ„šžŸ Ÿ¡ ¢£¤¥¦§¨©ª§«¬­®©¯§°±©§²©£«¦¬³¬´§³±¬§ª©­£µ ¶·¸¸¸¹º»¹¼½¾¾¹¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¹ ¶·¸¸¶¹Àº¹Á·¸¸¸¹¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¹ Á·¸¸¶¹Àº¹¶¸·¸¸¸¹¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¹ ¶¸·¸¸¶¹Àº¹Á¸·¸¸¸¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¹ Á¸·¸¸¶¹Àº¹¶¸¸·¸¸¸¹¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¹ ¶¸¸·¸¸¶¹º»¹Âº»½¹¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿ ÃÄÅÆÇÈÉ Ê˽ÌÍμ¹ÏÎÐѼÍÐÒ¹Ó½½¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¹¹ Ô½Õ;ͺйÀº¹ÖºÀÍ×ÍÌÎÀͺп¿¿¿¿¿¿¿¿¿¿¿¿¿¹¹ Ô½ÀػнѹÙÚ½ÌÛ¹Ó½½¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¿¹¹ ÃÄÅÆÇÈÉ ÃÄÈÜÈÇÉÈ ÃÄÈÆÇÉÜ ÃÄÝÞÅÇÈÜ ÃÄÈÝÇßß ÃÄààÆÇÜÅ ÃÄáâÈàÆÇßà ÃÄÈâáÜàÇÜÅ Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org DETACHED ADU GRADING PERMIT WAIVER REQUEST PCC-20 ISSUED: 7/1/2024 Page 1 of 1 THIS WAIVER SHALL BE COMPLETED BY THE LEGAL PROPERTY OWNER(S) A grading permit is required for all new detached buildings including new detached Accessory Dwelling Unit (ADU) projects. Precise grading plans prepared and stamped by a registered professional engineer shall be required to be submitted before or concurrently with the architectural plans submittal to the Building Safety Division. Grading Permit Waiver: Residential detached Accessory Dwelling Unit (ADU) projects with a total building area of 1,200 sq. feet or less may be eligible for a grading permit waiver request if all of the following conditions are met. The property owner(s) shall take full responsibility for the site drainage by signing this waiver request agreement below. In order to qualify for the grading permit waiver, the property owner(s) shall complete all sections, check appropriate boxes, and sign this waiver request. A copy of this completed checklist shall be made part of the each set of plans. If answering NO to any of the questions, a grading plan and permit shall be required. Project Property Address: Yes No 1. ☐ ☐ The project property is NOT located on a FEMA designated flood zone (Zone A or AE). 2. ☐ ☐ The total amount of soil being cut or filled on this project is less than 50 cubic yards. 3. ☐ ☐ The site drainage shall be constructed such that surface water flows away from buildings and adjoining property lines, in accordance with all applicable codes. 4. ☐ ☐ The site drainage shall be constructed such that the drainage will not adversely affect the adjoining properties. 5. ☐ ☐ The project plans includes a site plan that shows site drainage patterns. Grading Permit Waiver Request I/we are requesting a waiver from the standard requirements for a precise grading plan and permit for our ADU project to be constructed at the project address indicated above. In doing so, I/we accept that the design of the site drainage patterns must adhere to the minimum requirements set forth in the current building codes and the County of Orange Drainage Design Manual. By signing this waiver request: (1) I/we certify that I/we are the legal property owner(s); (2) I/we agree to take full liability for the site drainage; (3) I/we agree that the checked box conditions above are true; and (4) I/we agree to defend, indemnify, and hold harmless the City of Santa Ana, its officials, employees, and agents against any and all claims for damages and costs arising out of the site drainage at the project property. Owner Name(s): (Print) Owner Signature(s): Date: Phone Number: Notes: 1. The building official reserves the right to require a grading permit based on site conditions. 2. This grading permit waiver request does not apply to projects in the FEMA Flood Zones. Maria B Ocegueda 10/07/2024 (714)574-3663 2201 S Ross St. & 414 W. Anahurst Pl. O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area to Total Resulting Stories: Area Added in Past 2 Years Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed (PR400-402) Fire Sprinkler   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-610 8 SFR CITY OF SANTA ANA Planning and Building Ager Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org Approved FOR PERMIT ISSUANC ',a r 2i ., AftW4 DIV NOTICE TO PROPERTY OWNER Dear Property Owner An application fora ouilding permit has been sub mitt d in your name listing yourself as the 7�� r of the property improver - specified at � S t�r S S-} �c, r We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your names as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned ,n;s form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the pnor approval of the permitting authority. OWNER'S ACKNOWLEGMENT AND VERIFICATION OF INFORMATON DIRECTIONS: Read and initial each statement below to signify you understand or verify this information. VA (% 1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" build- ing permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held Fable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. ' am willfully acting as an Owner -Budder and am aware of the limits of my insurance coverage for injuries to workers on my Dr erty. " 2. 1 understand building permits are not required to be signed by property owners unless they are responsible for thi construction and are not hiring a licensed Contractor to assume this responsibility 3. I understand as an "Owner -Builder" I am the responsible party of re cordon the permit. I understand that I may prote myself from potential financial risk by hiring a licensed Contractor and havingthe permit filed in his or her name instead of my own. &IU4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbe r- on permits and contracts, to or otherwise engage any persons, other than California licensed ��5 I understand if I emp Y ) 9 materials, I Contractors and the total value of my construction Is at least five nd federal aw,hundred dollars ($500 , including labor and m may be considered an "employer" under state considered an "employer" under state and Federal law, I must register •,�1. (} B. I understand if I am rovide workers' compensation disability insurance, Ctrib with the -� withhold Payroll taxes, P failure to abide by these laws may and contribute to state and federa government, to ee ^ I also understand my Y subject met uric p o m pensation of each 'employee." o Seri m I y ent com- us financial risk. Owner -Builder build them with the intent to offer them for sale, unless alf work iPert builds single-f - 7, I understand under California Contractors fate License Law, an V� cannot legally s not exceed four within any calendar years, or all of the ormed b fa residential Structures Y keens number of structures � the Contractor. work is pert licensed subcontrac- tO� a �c licensed general building ormed Permit is IS'S under contr act Land as an owner-B Builder subsequent owner(s) that result from an I ed, g, I understand Y latent ec c� or ��onal inturies sustained by constructio be held liabl aterials. def is ,n h for any finan_ ship or m e warkma n- CI Plan; i I may obtain more information regarding my obligations as an -employer" s Small Business Administration, the Califomia Department of Benefit Pay dents I also understand I may contact the California Contractors' State Li vww cslb ca cloy for more information about licensed contractors. L%!_�L_10 I am aware of and consent to an Owner -Builder building permit applied for in my nam party legally and financially responsible for propose constructiona ivity at the following ad- dress: 7 Z U J S Q o-�S s} _ CAn+-C, 4.wc, [ A C17] t 40 Q11 I agree that, as the party legally and financially responsible for this proposed constru applicable laws and requirements that govem Owner -Builders as well as employers. all 00Q12 1 agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contactors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note; A copy of the property owner's driver's license. form notariza- tion, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Signature of Property Owner Z9Y l/ Date: 5 2 Print name of Owner IA4 rtln Q c d.G1u.eA4_ c\ AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address Name of Authorized Agent: Address of Authorized Agent: Phone Number of Authorized Agent: I declare under penalty of penury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy Property Owner's Signature, Pnnt Name of Owner Date: Of the owner's driver's license, form notarization, e pet e verification acceptable Note: A copy permit is issued to verify quired to be presented when the p Y ner's signature. to the agency is re- Planning and Built -y .-.,_proved FOR PERMIT ISSUANCF CERTIFICATE OF ACKNOWLEDGMENT A notary q or otller oflfoar any �Is �ficate the W venks only enfity of Cie IndMdual who signed the doa ^" 10 v` and not the tMhf Inn, accuracy, or validity o1 that document STATE OF CALIFORNIA } COUNTY OF ORANGE ) S. S. On 95105125, before me, Marcela Ramirez NOTARY PUBLIC, personally appeared, Maria B Ocepueda, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/heNtheir authorized capacity(ies), and that by his/hers eir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. fi,Ja4,,4,4 12. arcela Ramirez NOTARY PUBLIC MARCELA RAMIREZ COMMISSION #2424273 = o Notary Public - Califomis r • ORANGE COUNTY C My Commission Expires OCTOBER 30, 2026 Descri lion of the attached document: -Notice To Property Owner. Document date: May 05, 2025 Number of Pages: I of I Type of Identification: CA DRIVER LICENSE 96 n 0QUECITO INCOME TAX NOTARY SERVICES 701 N. Harbo�1831vd�., Stc.Phone (714) 554-3988 l. eIb o Santa 9 Ana, CA 2703 9Uecitc tax @gmail.com NA 13ul ncy SpNTA A,r4 Certificate of om CBanc a►� �^ � 11 ji 4 10 1 1 Payment of School Facility Fees .�� ,.,.��......,Q.Ci ilkdill rrrriSCHO Santa Ana Unified School District�N� elep one Ma ast)_THAGo D Jt6 C,�ame First,om, � ID o owl AL ract/Parcel m er poct Addressj�PP ,State, Zip Code Name (First, MI, Last) Telephone Use o Building (check) Type of Project (check) Residentia61 l ❑ Commercial ❑ Senior Housing ❑ New ❑ Addition ❑ Alteration ❑ D Cnption o roject Number of Square Fee i Residential Space Sq. Ft x $ � Total $ Dev. Fee) Number of Square Feet of Commercial Space S 401 t x $ Total $ Dev. Fee) The above representations as to square footage are true. Applicant agrees that if it is later deterniined that such representations are not true, then this certificate shall automatically terminate, and the appropriate City/County shall be In notified. Applicant is hereby noticed that any party filing a protest regarding the it,position of fees pursuant to ovenunent Code Section 3080 must do so within 90 days from the payment of the fee. ION 1 - V f Ck V1 0 Applicant Name (Please Print) Date Signature Nov This certifies that the above -named Applicant has paid school factoli'l ty fees in compliance with all existing and applicable sections o the Gove e-%nt Code and Education Code. Santa Ana I ie chool District Authorized Representative Date DISTRIBrjTION White - Ci oill Canary -Applicant Pink, - Facilities Page 1 of 1 EXISTING ONE & TWO FAMILY DWELLINGS ELECTRICAL SERVICES UNDERGROUND EXCEPTION CEC 2022 ELC-04 All new utility connections are required to be installed below grade by Santa Ana Municipal Code 41- 626(b). There is a standing exception for one and two family dwellings. This exception applies only when the new electrical service is designed to be fed from below grade as well as overhead. This diagram is a typical unit. The utility is able to feed this cabinet from the top or the bottom without interfering with the distribution wiring. All the circuit breakers and branch circuits are contained in the circuit breaker side of this cabinet. Only listed combination overhead and underground feed service boxes may be used to connect to an overhead utility drop. This exception to an underground fed service applies only to existing single family and two family residences. Planning & Building Agency Permits & Plan Check Section 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 Rigid Conduit Service Entrance Conductor Riser Underground Service Lateral METER Rev. 1/21/2020