Carl R Wessler Banks

SHEET SET INDEX SHEET NUMBER A001 A301 A302 A303 A401 A402 A403 SHEET NAME TITLE SHEET, NOTES & SCHEDULES ELEVATIONS ELEVATIONS SECTION VIEWS ARCH PLAN - GL PROPOSED CEILING PLAN PROPOSED ROOF PLAN ROOM SCHEDULE Name BATH BD1 BD2 KITCHEN LAUNDRY ROOM LR TOTAL SF CODE ANALYSIS SEE CODE ANALYSIS AND NOTES ON SHEET A-001, ALL CODES/STANDARDS WILL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL BULDING CODES AND SAFETY ONCE IN EFFECT AT THE PLACE OF BUILDING ALL WORK SHALL COMPLY WITH THE 2022 EDITIONS OF THE IBC, CBC, C.S.C, C.M.C, C.P.C, C.E.C., AND PROPERTY MAINTENANCE CODES, TION OF THE PROPERTY MAINTENANCE ENERGY STANDARDS AND ALL APPLICABLE LOCAL ORDINANCES.           SCOPE OF WORK ALL CONSTRUCTION SHALL BE APPROPRIATE FOR A RESIDENTIAL DWELLING. OBSERVATIONS BY ENGINEER STRUCTURAL OBSERVATION BY THE ENGINEER OF RECORD IS NOT REQUIRED FOR THIS PROJECT. DEFINITION FROM IBC/CBC SECTION 202 AND 1704.6: STRUCTURAL OBSERVATION: THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTION REQUIRED BY SECTION 110, 1705 OR OTHER SECTIONS OF THIS CODE. STRUCTURAL OBSERVATION SERVICES SHALL BE PROVIDED BY THE STRUCTURAL ENGINEER PROVIDED BY CLIENT. PLANNED FREQUENCY OF OBSERVATIONS: AT FOOTING STAGE AT STEMWALL/FORMED CONCRETE/EMBEDMENT STAGE AT ROUGH FRAMING STAGE PLANNED EXTENT OF OBSERVATON: GENERAL CONFORMANCE OF FOUNDATIONS AND ROUGH FRAMING, INCLUDING LATERAL FORCE SYSTEM. IBC/CBC SECTION 1704.6: AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFIED ANY REPORTED DEFICIENCIES, WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED.      CONSTRUCTION OF NEW ADU INCLUDING, BUT NOT LIMITED TO: -CONCRETE FOUNDATIONS -EXTERIOR WOOD FRAME WALLS -PREFABRICATED WOOD ROOF TRUSSES CURVED GLULAM ROOF STRUCTURE -RAISED FLOOR SYSTEM -INTERIOR PARTITION WALLS -CASEWORK AND BUILT-NS -INTERIOR FINISHES -DOORS AND FRAMES -WOOD FRAMED WINDOWS AND DOORS, SECURITY SYSTEMS -FIRE PROTECTION -AND ALARM SYSTEMS PLUMBING SYSTEMS AND FIXTURES -MECHANICAL SYSTEMS, DUCTWORK, EQUIPMENT, ELECTRICAL SYSTEMS, LIGHTING, WIRING DEVICES AND FIXTURES -GRADING AND STORM WATER DETENTION -COVERED ENTRANCES AND PORCHES                                   LEGEND COLLECTOR BLOCKING CONCRETE SLAB ON GRADE HUNG EXTERIOR CONCRETE PATIO EXISTING CONCRETE FOOTING NEW CONCRETE FOOTING NEW SHEARWALL NEW FOUNDATION WALL EXISTING FOUNDATION WALL RAKE OR CLERESTORY WALL (OR "CLOSURE PIECE") BTWN ROOFS BEARING 48 ANCHOR BOLT TAG 18 CONTINUOUS FOOTING TAG 1.0 SHEARWALL LENGTH TAG SW SHEARWALL NAILING TAG PAD FOOTING TAG 24 WOOD POST BELOW KING POST (KP) BTWN BEAMS NEW SHEARWALL WALL ABOVE EXISTING WALL WOOD RAFTER, JOIST, LEDGER (2x, 3x) WOOD BEAM (4x, 6x) LARGE TIMBER (7x & LARGER) POST OR COL ABOVE 2 GENERAL SECTION DETAIL A000 2 SPECIFIC LOCATION DETAIL A000 KEYNOTE 12 TIEDOWN HARDWARE )2 2 ( x6 FRAMING HARDWARE INDICATES TRIMMERS.(SEE DETAIL SHEET S1.2 FOR KING STUD REQUIREMENTS) ALT ALUM ARCHL ASTM BD BLDG BLK BLKG BLW BM B.O. BRG BTM BTWN BVLD BW BOARD BUILDING BLOCK BLOCKING BELOW BEAM BOTTOM OF BEARING BOTTOM BETWEEN BEVELED BOTH WAYS CALCS CANTLR CC CJ CJP CLG CLR CMU CNTRSNK COL CONC CONNX CONSTR CONT'D CONT'S CTR CPG CALCULATIONS CANTILEVER CENTER TO CENTER CONTROL JOINT COMPLETE JOINT PENETRATION CEILING CLEAR CONCRETE MASONRY UNIT COUNTERSINK COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUED CONTINUOUS CENTER CONTINUOUS PARALLELL TO GRAIN d DBO DBL DF DIA DIAG DIM DKG DL DN DTL DWG PENNY DESIGNED BY OTHERS DOUBLE DOUG FIR DIAMETER DIAGONAL DIMENSION DECKING DEAD LOAD DOWN DETAIL DRAWING (E) EA EJ EL EMBED EN ENGR EOR EOS EQ EQUIP ES EW EXT EXISTING EACH EXPANSION JOINT END LENGTH EMBEDMENT EDGE NAILING ENGINEER ENGINEER OF RECORD EDGE of SLAB EQUAL EQUIPTMENT EACH SIDE EACH WAY EXTERIOR FDN FF FG FIN FLR FOC FOM FOS FOW FP FRMG FS FT FTG FOUNDATION FINISH FLOOR FINISH GRADE FINISH FLOOR FACE of CONCRETE FACE of MASONRY FACE of STUD FACE of WALL FRAMING FAR SIDE FOOT / FEET FOOTING GA GALV GFR GL GLB GRD GYP BD GAGE GALVANIZED GLASS FIBER REINFORCED GLUE LAM GLU-LAM BEAM GRADE GYPSUM BOARD HD HDR HF HK HGR HORIZ HSS HT HOLD DOWN HEADER HARDY FRAME HOOK HANGER HORIZONTAL HOLLOW STRUCTURAL SECTION HEIGHT I.B.C. I.D. IF INT INV INTERNATIONAL BUILDING CODE INSIDE DIAMETER INSIDE FACE INTERIOR INVERTED JST JT K KB KP KS JOIST JOINT KIPS KNEE BRACE KING POST KING STUD LAM LDGR LBS LF LL LSL LAMINATED LEDGER POUNDS LINEAR FOOT LIVE LOAD LAMINATED STRAND LUMBER (TIMBERSTRAND or EQUAL) LVL LAMINATED VENEER LUMBER (MICROLLAM MATL MAX MB MFR MFRD MIN MISC ML MTL MATERIAL MAXIMUM MACHINE BOLT MANUFACTURER MANUFACTURED MINIMUM MISCELLANEOUS MICROLLAM METAL (N) N/A NIC NS NTE NTS NEW NOT APPLICABLE NOT INCLUDED NEAR SIDE NOT TO EXCEED NOT TO SCALE O/ OC OD OF OH OL OPNG OPP OVER ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OVERHANG OUTLOOKER OPENING OPPOSITE PART PB PC PCF PKT PLF PLWD PREFAB PSF PSI PSL PT PVMT PARTITION PITCH BREAK PIPE COLUMN POUNDS PER CUBIC FOOT POCKET POUNDS PER LINEAR FOOT PLYWOOD PREFABRICATED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER PRESSURE TREATED PAVEMENT RAD RDWD REINF REBAR REF REQD REQMT RET RETG REV RFTR RO RADIUS REDWOOD REINFORCEMENT REINFORCING BARS REFERENCE REQUIRED REQUIREMENT RETAIN RETAINING REVISION RAFTER ROUGH OPENING S.A.D. SCHED SEC SF SHT SHTG SIM SOG SPECS STAG STAGD STD STFNR STL STRUCT SYMM SEE ARCHITECTURAL DRAWINGS SCHEDULE SECTION SQUARE FEET SHEET SHEATHING SIMILAR SLAB ON GRADE SPECIFICATIONS STAGGER STAGGERD STANDARD STIFFENER STEEL STRUCTURAL SYMMETRICAL T&G T&B TBSTD TEMP THK THKNS THRD THRU T.O. TRMR TS TYP TOUNGE and GROOVE TOP AND BOTTOM TIMBERSTRAND TEMPERED THICK THICKNESS THREADED THROUGH TOP OF TRIMMER TUBE STEEL TYPICAL UBC UNO UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE VERT VIF VERTICAL VERIFY IN FIELD W/ WD W/I W/O WNDW WP WT WWF WITH WOOD WITHIN WITHOUT WINDOW WATER PROOF WEIGHT WELDED WIRE FABRIC YD YARD Door Schedule Mark 1 Type POCKET DOOR POCKET DOOR POCKET DOOR POCKET DOOR 36" x 80" 36" x 80" POCKET DOOR 36" x 80" 2 OR EQUAL) 3 4 5 7 8 9 Width 3' - 0" Height Manufacturer 6' - 8" 3' - 0" 6' - 8" 3' - 0" 6' - 8" 3' - 0" 6' - 8" 3' - 0" 3' - 0" 3' - 0" 6' - 8" 6' - 8" 6' - 8" 3' - 0" 6' - 8" CONTRACTOR STAMP Window Schedule Mark Width 1 3' - 0" 2 3' - 0" 3 2' - 10" 4 2' - 10" 5 3' - 0" 6 7' - 0" 7 2' - 10" 8 2' - 0" Sill Height 2' - 9 1/2" 2' - 9 1/2" -3' - 3 1/2" -3' - 3 1/2" 1' - 0" 1' - 8 7/8" 4' - 0" 3' - 0" Height 2' - 0" 2' - 0" 3' - 0" 3' - 0" 6' - 0" 5' - 0" 3' - 0" 3' - 6" Head Height 4' - 9 1/2" 4' - 9 1/2" -0' - 3 1/2" -0' - 3 1/2" 7' - 0" 6' - 8 7/8" 7' - 0" 6' - 6" TBA ACCESSORY DWELLING UNIT  TITLE SHEET, NOTES & SCHEDULES                        Project Number Date Drawn By Checked By              Scale A001 0000 Issue Date Author Checker As indicated 3/2/2025 8:58:38 AM ACCESSORY DWELLING UNIT = 450 SF FT. BUILDING HEIGHT APPROX. 15' - 2 1/2" ANCHOR BOLT ABOVE ASPHALT CONCRETE AMERICAN CONCRETE INSTITUTE ADDITIONAL ABOVE FINISH FLOOR AGGREGATE AMERICAN INSTITUTE of STEEL CONSTRUCTION ALTERNATE ALUMINUM ARCHITECTURAL AMERICAN SOCIETY of TESTING and MATERIALS 137 SF 501 SF 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA GREEN BUILDING CODE ABBREVIATIONS AB ABV AC ACI ADDL AFF AGGR AISC Area 33 SF 95 SF 95 SF 91 SF 50 SF APPLICABLE CODES ACCESSORY DWELLING UNIT BUILDING ANALYSIS DESIGN N DRAFTING AGENCY 4 3 2 1 27' - 5" 10' - 10 1/2" 5' - 8" 10' - 10 1/2" Designer ROOF HEIGHT 15' - 2 1/2" ROOF HEIGHT 15' - 2 1/2" PROPOSED ROOF PLAN 12' - 0" PROPOSED CEILING PLAN 10' - 0" 8' - 7 1/2" 3' - 8 7/8" 6' - 10 3/4" 7' - 10" 4' - 5" 2' - 0" PROPOSED FLOOR PLAN GROUND LEVEL 0' - 0" PROPOSED CEILING PLAN 10' - 0" 1' - 5 3/4" 3' - 0" ACCESSORY DWELLING UNIT PROPOSED ROOF PLAN 12' - 0" PROPOSED FLOOR PLAN GROUND LEVEL 0' - 0" 2' - 4 5/16" 3' - 11 9/32" CONTRACTOR STAMP NORTH ELEVATION SCALE: 1 2 3 1/4" = 1'-0" 4 27' - 5" 10' - 10 1/2" 5' - 8" 10' - 10 1/2" ROOF HEIGHT 15' - 2 1/2" ROOF HEIGHT 15' - 2 1/2" PROPOSED ROOF PLAN 12' - 0" PROPOSED ROOF PLAN 12' - 0" PROPOSED CEILING PLAN 10' - 0" PROPOSED CEILING PLAN 10' - 0" 1' - 1 1/4" PROPOSED FLOOR PLAN GROUND LEVEL 0' - 0" 2' - 5 3/8" PROPOSED FLOOR PLAN GROUND LEVEL 0' - 0" 2' - 5 3/8" 1' - 1 1/4" Project Number Date Drawn By Checked By SOUTH ELEVATION SCALE: 1/4" = 1'-0" Scale A301 0000 Issue Date Author Checker 1/4" = 1'-0" 3/2/2025 8:58:46 AM ELEVATIONS D C B A 18' - 8 1/4" 3' - 2 1/2" 6' - 8 1/2" Designer 8' - 9 1/4" ROOF HEIGHT 15' - 2 1/2" ROOF HEIGHT 15' - 2 1/2" PROPOSED ROOF PLAN 12' - 0" 1' - 2 1/2" PROPOSED CEILING PLAN 10' - 0" R 1' -8 4 3/ ACCESSORY DWELLING UNIT PROPOSED ROOF PLAN 12' - 0" PROPOSED CEILING PLAN 10' - 0" " 7' - 11" 4' - 0 1/2" PROPOSED FLOOR PLAN GROUND LEVEL 0' - 0" 1' - 0" PROPOSED FLOOR PLAN GROUND LEVEL 0' - 0" CONTRACTOR STAMP EAST ELEVATION SCALE: A B C 1/4" = 1'-0" D 18' - 8 1/4" 8' - 9 1/4" 6' - 8 1/2" 3' - 2 1/2" ROOF HEIGHT 15' - 2 1/2" PROPOSED ROOF PLAN 12' - 0" 1' - 2 1/2" PROPOSED CEILING PLAN 10' - 0" 7' - 11" PROPOSED CEILING PLAN 10' - 0" PROPOSED ROOF PLAN 12' - 0" PROPOSED FLOOR PLAN GROUND LEVEL 0' - 0" PROPOSED FLOOR PLAN GROUND LEVEL 0' - 0" Project Number Date Drawn By Checked By WEST ELEVATION SCALE: 1/4" = 1'-0" Scale A302 0000 Issue Date Author Checker 1/4" = 1'-0" 3/2/2025 8:58:54 AM ELEVATIONS D C B A 2' - 8" ACCESSORY DWELLING UNIT Designer BD1 KITCHEN 1 4 95 SF 6' - 5" 91 SF CONTRACTOR STAMP 3' - 3 29/32" BD1 & KITCHEN SCALE: B LR 5 D 2' - 8" A 1/2" = 1'-0" 137 SF BD2 2 6' - 5" 95 SF Project Number Date Drawn By 3' - 3 29/32" BD2 & LR Checked By SCALE: 1/2" = 1'-0" Scale A303 0000 Issue Date Author Checker 1/2" = 1'-0" 3/2/2025 8:59:02 AM SECTION VIEWS 2 3 4 27' - 5" 10' - 10 1/2" 5' - 8" Designer 10' - 10 1/2" ACCESSORY DWELLING UNIT 1 1 2 A303 REF. LR KITCHEN 5 4 137 SF 91 SF LAUNDRY ROOM A 4 8' - 9 1/4" DW 5 CONTRACTOR STAMP 3 6 Range 50 SF 2 1 4 BD1 ? B 3 3 BD2 33 SF 1 2 95 SF 95 SF 9' - 11" W/D BATH 18' - 8 1/4" 3' - 0" 2 2 D 1 2' - 11 1/2" 1 A303 1 KEY NOTE NUMBER KEY NOTES KEY NOTE PROPOSED FLOOR PLAN - GROUND LEVEL 1 1/2" = 1'-0" Project Number Date Drawn By Checked By Scale A401 0000 Issue Date CRWB Checker 1/2" = 1'-0" 3/2/2025 8:59:02 AM ARCH PLAN - GL Designer 1 2 3 ACCESSORY DWELLING UNIT 4 ----- A CONTRACTOR STAMP 04 B 01 02 C 03 D CEILING PLAN NOTES KEY NOTE NUMBER- PROPOSED CEILING PLAN 1/2" = 1'-0" PROPOSED CEILING PLAN Project Number Date Drawn By Checked By Scale A402 0000 Issue Date Author Checker 1/2" = 1'-0" 3/2/2025 8:59:10 AM 1 KEY NOTE TYP CEILING JOIST TYP CEILING BEAM UTILITY ACCESS OPEN CEILING Designer 2 3 ACCESSORY DWELLING UNIT 1 /1 '-0 ROOF KEY NOTES 01 4" " " '-0 KEY NOTE NUMBER KEY NOTE 01 BAY WINDOW ROOF 02 LAUNDRY RM ROOF /1 4 1/8" / 1'-0" 4" / 1'-0" 02 1/ 4" 6 3/4" / 1'-0" 4 6 3/4" / 1'-0" 4 A CONTRACTOR STAMP 2 7/ 8 "/ 1' -0 " 4 1/8" / 1'-0" 2 8" 7/ 4 1/8" / 1'-0" 4" / 1'-0" " '-0 /1 2 8" 7/ '-0 /1 " [No Slope] B 4 1/8" / 1'-0" /1 '-0 " 4 1/8" / 1'-0" " '-0 7/ 4 1/8" / 1'-0" /1 4" / 1'-0" 2 8" 7/ 8" 2 C D PROPOSED ROOF PLAN 1/2" = 1'-0" PROPOSED ROOF PLAN Project Number Date Drawn By Checked By Scale A403 0000 Issue Date Author Checker 1/2" = 1'-0" 3/2/2025 8:59:18 AM 1