5'-2
1 2
" 10'-5" 3'-10" 20'-9"
2'-3
1 2
" 9'-0" 2'-3
1 2
" 8'-2" 5'-10
1 2
" 5'-3
1 2
"
21'-1" 11'-5
1 2
" 13'-8
1 2
" 11'-5
1 2
" 13'-3
1 2
" 71'-0" 1'-6" 17'-0" 18'-6" 8'-3" 16'-6" 35'-0"
7'-0"
1'-6" 6'-2
1 2
" 7'-8
1 2
" 3'-10" 7'-9" 14'-11
1 2
" 5'-7
1 2
" 4'-3
1 2
" 10'-1
1 2
" 1'-9
1 2
"
2'-7
1 2
" 35'-2
1 2
" 14'-7"5'-10
1 2
" 1'-10"6'-4
1 2
" 13'-0"
75'-0"
4'-0"
6'-6
1 2
"
2'-7"
11'-7
1 2
" 11'-0" 2'-7" 3'-6" 6'-6" 10'-1
1 2 5'-9 3'-8"
" 1
2 " 5'-10" 3'-6
1 2
" 4'-7" 4'-1
1 2
" 6'-5
1 2
"
3'-6"
1'-5"
2'-7
1 2
"
A
B
C
D
E
F
I H
J
K
L
G 01 02 03 04 13 11 18 12 08 17 10 07 09 14 15 16 20 5'-6 1 2
"
2'-3
1 2
" 8'-7
1 2
" 3'-10
1 2
"
8'-0" 3'-5
1 2
" 05 06
AA3.1
BA3.1 PATIO 9' CLG. CONC. 21 23 +8'-6" 23 +8'-6" MASTER BEDROOM 9' CLG. CARPET MASTER CLOSET 9' CLG. CARPET M. BATH 9' CLG. VINYL PLANK BEDROOM 2 9' CLG. CARPET BEDROOM 3 9' CLG. CARPET LAUNDRY 9' CLG. VINYL PLANK GREAT ROOM 9' CLG. VINYL PLANK DINING ROOM 9' CLG. VINYL PLANK KITCHEN 9' CLG. VINYL PLANK GARAGE 9' CLG. CONC. 19 ENTRY 9' CLG. VINYL PLANK FLEX RM. BED 4 OPTION 9' CLG. CARPET BATH 2 9' CLG. VINYL PLANK BATH 3 9' CLG. VINYL PLANK 01 02 03041516 05 06 07 07 0707 08 08 08 09 09 09 10 12 13 17 17 17 17 38 27 18 20 22 23 +8'-0" 23 +8'-0" 23 +8'-0" 23 +8'-0" 23 +8'-0" 2425 35 28 36 36 32 37 36 37 11 PORCH CONC. 8'-2"
2'-5"
10" 10" 5'-0" 19 18
12'-10"
2'-3
1 2
" 5'-10"
9'-1" 3'-2"
7'-1" 4'-0"
A BED 4 OPTION 9' CLG. CARPET 07 08 09 36 37 11 35
L 12 11 13 17 09 07 08 09 36 37 BATH 2 9' CLG. VINYL PLANK 11 FLOOR PLAN SCALE: 1/4" = 1'-0" A1.2
CFARFTSMAN
7030 N. FRUIT AVE. SUITE 101
FRESNO , CALIFORNIA 93711
PHONE: (559) 435-9700 FAX: (559) 435-9707
CONTR. LIC. # 822555
SHEET
14567 REVISIONS MODEL PLOT DATE: PLAN CHECK NUMBER STD PLN # 1800 09/05/2025 PLAN 1800
"ALL RIGHTS RESERVED" 3
B E ONADELL
HOMES INC.
THE ABOVE DRAWINGS, SPECIFICATIONS,
IDEAS AND DESIGNS ARE THE PROPERTY
OF BONADELLE HOMES INC. AND MAY NOT
BE REPRODUCED, CHANGE OR COPIED IN
ANY FORM WITHOUT THE PERMISSION OF
BONADELLE HOMES INC.
2 FLOOR KEYNOTES 01 REFRIGERATOR (N.I.C.) - PROVIDE COLD WATER STUB. 02 DISHWASHER 03 DOUBLE SINK W/ DISPOSAL 04 30" COOKTOP w/ HOOD ABV. (MICROWAVE HOOD OPT.) PER MFG'S SPECIFICATIONS.VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. PROVIDE ANTI-TILT LOCK. 05 WASHER (N.I.C). 06 DRYER (N.I.C.) - VENT TO OUTSIDE AIR A MIN. 4" DIA MOISTER EXHAUST DUCT PER SECTION 504.0 . A (14'-0" MAX. RUN PER C.M.C. SECTION 906) - PLUMB FOR OPTIONAL GAS. INSTALL DRYER BOX IN WALL FOR VENTING. 07 LAVATORY SET IN SOLID SURFACE COUNTERTOP WITH CABINETS BELOW. 08 LOW FLOW WATER CLOSET W/ MAXIMUM FLUSH OF OF 1.28 GALLONS PER FLUSH (TYPICAL) PER CRC R327.1.1 GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON BACK OF WALL OF TOILET & SLAB FLOOR SHALL PROVIDE REINFORCEMENT FOR FLOOR MOUNTED GRAB BARS. SEE DET. 1/D1.3. 09 VANITY MIRROR. 10 OVAL TUB w/12" TILE SPLASH & DECK 11 LASCO MODEL #102422P FIBERGLASS TUB/ SHOWER COMBO UNIT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SHOWER GLASS DOOR TO BE TEMP. & MIN. 22" WIDE. GLASS TUB/SHOWER SEPARATOR TO BE TEMPERED. SEE OPTIONAL PLAN. 12 SHOWER W/ TILE 72" MIN. O/ USE OF FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS , w/2"-9" MAX. CURB. PROVIDE TEMPERED GLASS ENCLOSURE AS REQUIRED. MIN 22" TEMP DOOR. THE WATER RESISTANT GYP BOARD SHALL NOT BE INSTALLED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREA SUBJECT TO HIGH HUMIDITY. R702.3.8.1 13 50 GALLON ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR CLEARANCE. 14 PEDESTAL SINK 15 LINE OF UPPER CABINET. 16 GRANITE COUNTERTOP w/ CABINETS BELOW 17 (1) SHELF AND (1) POLE. 18 1-3/8" THK. SOLID CORE DOOR W/ SELF CLOSING HINGES AND SELF-LATCHING. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 19 ONE LAYER OF 5/8" THK. TYPE 'X' GYP. BD. TYPICAL AT ALL HOUSE/GARAGE COMMON WALLS. APPLY TO ENTIRE GARAGE WALL & CEILING. 20 30"x30" ATTIC ACCESS TO BE WEATHER STRIPPED & INSULATION EQUIVALENT TO THAT OF THE CEILING SHALL BE INSTALLED ON ACCESS PANEL 21 CONCRETE PORCH/PATIO SLAB - BROOM FINISH (SLOPE AWAY FROM BUILDING). 22 A/C CONDENSING UNIT ON PRE-CAST CONCRETE PAD. 23 FLAT SOFFIT @ +8'-0". 24 TELECOMMUNICATION SERVICE TO RESIDENCE. 25 ELECTRICAL SERVICE TO RESIDENCE. 26 6x6 D.F. RESAWN POST - SEE ELEVATION 27 CONC. STOOP AT GARAGE MAN DOOR - (BROOM FINISH) SLOPE AWAY FROM BLDG. 28 30" OVEN / MICROWAVE COMBO 29 STAIRS, SEE DET. 2/D1.3. 30 HANDRAIL/GUARDRAIL w/ 8" CURB. 31 2x6 PONY WALL. 32 5 SHELF LINEN. 33 LINE OF FLOOR ABOVE 34 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 35 PANTRY w/ (5) SHELVES 36 TOWEL RING @ 59" w/ BLOCKING 37 TOWEL BARD @ 51" w/ BLOCKING 38 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 39 GRAB BAR REINFORCEMENT TO BE INSTALLED PER CRC R327.1.1 AT THE BACK AND SIDE WALL OF THE WATER CLOSET, CONTINUOUS AROUND THE SHOWER, AND CONTINUOUS AT THE BACK WALL AND EACH END OF THE TUB w/ FLOOR MOUNTED GRAB BAR REINFORCEMENT WHERE APPLICABLE. FLOOR NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ALL SPECIAL BOLTS, STRAPS AND HOLDOWNS 2. SEE N SHEETS FOR GENERAL NOTES 3. SEE D SHEETS FOR GENERAL DETAILS 4. LABELED SAFETY GLASS IS REQUIRED IN TUB/SHOWER ENCLOSURES & GLAZING WITHIN 60" FORM BOTTOM OF TUBS/SHOWERS. (OPTIONAL) 5 MAXIMUM SILL HEIGHT OF 44 INCHES FROM THE BOTTOM OF THE CLEAR OPENING ABOVE THE FLOOR IN SLEEPING ROOMS FOR ALL WINDOWS USED FOR EMERGENCY EXITS, WITH MINIMUM 821 SQ.IN. (24" WIDE x 20" HIGH CLR. OPENING) 6. WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATD MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE 24" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F 2090, THE GUARD MAY NOT HAVE OPENINGS THAT A 4" SPHERE IN DIAMETER CAN PASS THRU 7. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 8. INSTANTANEOUS WATER HEATERS WITH INPUT RATING GREATER THAN 6.8kBTU/hr (2-kw) SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN VALVES ARE CLOSED. PER CA ENERGY CODE 110.3(c)7 9. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. 10. A SHEETROCK NAILING INSPECTION IS REQUIRED -2022 CRC R109.1.4.2 & 2022 CBC 110.3.5 & CLOVIS MUNICIPAL CODE (CMC) SECT. 305.5(4) & (5). VALUES OR NOTES ENERGY COMPLIANCE SCHEDULE REQUIREMENT WALL INSULATION 2x4=R-15, 2x6=R-21 ATTIC INSULATION R-30 FLOOR INSULATION R-19 DUCT INSULATION R-6.0 HVAC HEATING 0.95 AFUE HVAC COOLING 15.2 SEER 0.91 ENERGY FACTOR LIGHTING SEE ELECTRICAL SHEETS HERS HIGH ENERGY EFFICIENCY RATIO (EER) PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION WATER HEATER ROOF REQUIRED COMP. ROOF EXT. FOAM INSULATION 1" THK. FOAM INSULATION R-4.0 HERS DUCT LEAKAGE TESTING HERS HIGH EFFICIENCY INSULATION INSTALL ROOF DECK INSULATION R-13 WALL LEGEND 2x4 STD. GR. STUDS @16" O.C. w/R-15 INSULATION @EXT. WALLS U.N.O. 2x6 STUDS @16" O.C. w/R-21 INSULATION @ EXT. WALLS U.N.O. DOOR SCHEDULE SYMBOL DIMENSIONS TYPE REMARKS 0102030406070809 WINDOW SCHEDULE SYMBOL A B C D E F G H J K UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, PROVIDE GASKET OR WEATHERSTIPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL FIBERGLASS ENTRY DOOR ALUM. 3'-0" x 8'-0" 8'-0" x 7'-0" 5'-6" x 5'-6" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR L101112131415 I 2'-8" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE GARAGE DOORS SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE GARAGE DOOR MANUFACTURER. THE LABEL SHALL IDENTIFY THE GARAGE DOOR MANUFACTURER, THE GARAGE DOOR MODEL/SERIES NUMBER, THE POSITIVE AND NEGATIVE DESIGN WIND PRESSURE RATING, THE INSTALLATION INSTRUCTION DRAWING REFERENCE NUMBER, AND THE APPLICABLE TEST STANDARD. [R609.4.1] SINGLE HUNG 5'-0" x 5'-0" FIXED SLIDER TEMP. 16 5'-0" x 5'-0" SLIDER SLIDER 3'-0" x 4'-0" 2'-0" x 5'-0" 2'-0" x 5'-0" SINGLE HUNG 7'-0" x 5'-0" XOX 6'-0" x 5'-0" SLIDER 6'-0" x 8'-0" SL. GLASS DR. TEMP. 6'-0" x 5'-0" SLIDER 6'-0" x 5'-0" SLIDER 2'-0" x 4'-0" SINGLE HUNG TEMP. 05 3'-0" x 6'-8" SINGLE 2'-8" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE 2'-8" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 3'-0" x 6'-8" SINGLE 5'-0" x 6'-8" BI-PASS 171819 2'-4" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 4'-0" x 6'-8" BI-PASS 19 4'-0" x 6'-8" BI-PASS DUAL SINKS @ BATH 2 SCALE: 1/4" = 1'-0" BEDROOM 4 OPTION SCALE: 1/4" = 1'-0"
5'-2
1 2
" 10'-5" 3'-10" 20'-9"
2'-3
1 2
" 9'-0" 2'-3
1 2
" 8'-2" 5'-10
1 2
" 5'-3
1 2
"
21'-1" 11'-5
1 2
" 13'-8
1 2
" 11'-5
1 2
" 13'-3
1 2
" 71'-0" 1'-6" 17'-0" 18'-6" 8'-3" 16'-6" 35'-0"
7'-0"
1'-6" 6'-2
1 2
" 7'-8
1 2
" 3'-10" 7'-9" 14'-11
1 2
" 5'-7
1 2
" 4'-3
1 2
" 10'-1
1 2
" 1'-9
1 2
"
2'-7
1 2
" 35'-2
1 2
" 14'-7"5'-10
1 2
" 1'-10"6'-4
1 2
" 13'-0"
75'-0"
4'-0"
6'-6
1 2
"
2'-7"
11'-7
1 2
" 11'-0" 2'-7" 3'-6" 6'-6" 10'-1
1 2 5'-9 3'-8"
" 1
2 " 5'-10" 3'-6
1 2
" 4'-7" 4'-1
1 2
" 6'-5
1 2
"
3'-6"
1'-5"
2'-7
1 2
"
A
B
C
D
E
F
I H
J
K
L
G 01 02 03 04 13 11 18 12 08 17 10 07 09 14 15 16 20 5'-6 1 2
"
2'-3
1 2
" 8'-7
1 2
" 3'-10
1 2
"
8'-0" 3'-5
1 2
" 05 06
AA3.1
BA3.1 PATIO 9' CLG. CONC. 21 23 +8'-6" 23 +8'-6" MASTER BEDROOM 9' CLG. CARPET MASTER CLOSET 9' CLG. CARPET M. BATH 9' CLG. VINYL PLANK BEDROOM 2 9' CLG. CARPET BEDROOM 3 9' CLG. CARPET LAUNDRY 9' CLG. VINYL PLANK GREAT ROOM 9' CLG. VINYL PLANK DINING ROOM 9' CLG. VINYL PLANK KITCHEN 9' CLG. VINYL PLANK GARAGE 9' CLG. CONC. 19 ENTRY 9' CLG. VINYL PLANK FLEX RM. BED 4 OPTION 9' CLG. CARPET BATH 2 9' CLG. VINYL PLANK BATH 3 9' CLG. VINYL PLANK 01 02 03041516 05 06 07 07 0707 08 08 08 09 09 09 10 12 13 17 17 17 17 38 27 18 20 22 23 +8'-0" 23 +8'-0" 23 +8'-0" 23 +8'-0" 23 +8'-0" 2425 35 28 36 36 32 37 36 37 11 PORCH CONC. 4'-10" 2'-6" 26 19 18
12'-10"
2'-3
1 2
" 5'-10"
9'-1" 3'-2"
7'-1" 4'-0"
A BED 4 OPTION 9' CLG. CARPET 07 08 09 36 37 11 35
L 12 11 13 17 09 07 08 09 36 37 BATH 2 9' CLG. VINYL PLANK 11 FLOOR PLAN SCALE: 1/4" = 1'-0" A1.3
TRADITIONAL RANCH
7030 N. FRUIT AVE. SUITE 101
FRESNO , CALIFORNIA 93711
PHONE: (559) 435-9700 FAX: (559) 435-9707
CONTR. LIC. # 822555
SHEET
14567 REVISIONS MODEL PLOT DATE: PLAN CHECK NUMBER STD PLN # 1800 09/05/2025 PLAN 1800
"ALL RIGHTS RESERVED" 3
B E ONADELL
HOMES INC.
THE ABOVE DRAWINGS, SPECIFICATIONS,
IDEAS AND DESIGNS ARE THE PROPERTY
OF BONADELLE HOMES INC. AND MAY NOT
BE REPRODUCED, CHANGE OR COPIED IN
ANY FORM WITHOUT THE PERMISSION OF
BONADELLE HOMES INC.
2 FLOOR KEYNOTES 01 REFRIGERATOR (N.I.C.) - PROVIDE COLD WATER STUB. 02 DISHWASHER 03 DOUBLE SINK W/ DISPOSAL 04 30" COOKTOP w/ HOOD ABV. (MICROWAVE HOOD OPT.) PER MFG'S SPECIFICATIONS.VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. PROVIDE ANTI-TILT LOCK. 05 WASHER (N.I.C). 06 DRYER (N.I.C.) - VENT TO OUTSIDE AIR A MIN. 4" DIA MOISTER EXHAUST DUCT PER SECTION 504.0 . A (14'-0" MAX. RUN PER C.M.C. SECTION 906) - PLUMB FOR OPTIONAL GAS. INSTALL DRYER BOX IN WALL FOR VENTING. 07 LAVATORY SET IN SOLID SURFACE COUNTERTOP WITH CABINETS BELOW. 08 LOW FLOW WATER CLOSET W/ MAXIMUM FLUSH OF OF 1.28 GALLONS PER FLUSH (TYPICAL) PER CRC R327.1.1 GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON BACK OF WALL OF TOILET & SLAB FLOOR SHALL PROVIDE REINFORCEMENT FOR FLOOR MOUNTED GRAB BARS. SEE DET. 1/D1.3. 09 VANITY MIRROR. 10 OVAL TUB w/12" TILE SPLASH & DECK 11 LASCO MODEL #102422P FIBERGLASS TUB/ SHOWER COMBO UNIT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SHOWER GLASS DOOR TO BE TEMP. & MIN. 22" WIDE. GLASS TUB/SHOWER SEPARATOR TO BE TEMPERED. SEE OPTIONAL PLAN. 12 SHOWER W/ TILE 72" MIN. O/ USE OF FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS , w/2"-9" MAX. CURB. PROVIDE TEMPERED GLASS ENCLOSURE AS REQUIRED. MIN 22" TEMP DOOR. THE WATER RESISTANT GYP BOARD SHALL NOT BE INSTALLED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREA SUBJECT TO HIGH HUMIDITY. R702.3.8.1 13 50 GALLON ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR CLEARANCE. 14 PEDESTAL SINK 15 LINE OF UPPER CABINET. 16 GRANITE COUNTERTOP w/ CABINETS BELOW 17 (1) SHELF AND (1) POLE. 18 1-3/8" THK. SOLID CORE DOOR W/ SELF CLOSING HINGES AND SELF-LATCHING. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 19 ONE LAYER OF 5/8" THK. TYPE 'X' GYP. BD. TYPICAL AT ALL HOUSE/GARAGE COMMON WALLS. APPLY TO ENTIRE GARAGE WALL & CEILING. 20 30"x30" ATTIC ACCESS TO BE WEATHER STRIPPED & INSULATION EQUIVALENT TO THAT OF THE CEILING SHALL BE INSTALLED ON ACCESS PANEL 21 CONCRETE PORCH/PATIO SLAB - BROOM FINISH (SLOPE AWAY FROM BUILDING). 22 A/C CONDENSING UNIT ON PRE-CAST CONCRETE PAD. 23 FLAT SOFFIT @ +8'-0". 24 TELECOMMUNICATION SERVICE TO RESIDENCE. 25 ELECTRICAL SERVICE TO RESIDENCE. 26 6x6 D.F. RESAWN POST - SEE ELEVATION 27 CONC. STOOP AT GARAGE MAN DOOR - (BROOM FINISH) SLOPE AWAY FROM BLDG. 28 30" OVEN / MICROWAVE COMBO 29 STAIRS, SEE DET. 2/D1.3. 30 HANDRAIL/GUARDRAIL w/ 8" CURB. 31 2x6 PONY WALL. 32 5 SHELF LINEN. 33 LINE OF FLOOR ABOVE 34 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 35 PANTRY w/ (5) SHELVES 36 TOWEL RING @ 59" w/ BLOCKING 37 TOWEL BARD @ 51" w/ BLOCKING 38 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 39 GRAB BAR REINFORCEMENT TO BE INSTALLED PER CRC R327.1.1 AT THE BACK AND SIDE WALL OF THE WATER CLOSET, CONTINUOUS AROUND THE SHOWER, AND CONTINUOUS AT THE BACK WALL AND EACH END OF THE TUB w/ FLOOR MOUNTED GRAB BAR REINFORCEMENT WHERE APPLICABLE. FLOOR NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ALL SPECIAL BOLTS, STRAPS AND HOLDOWNS 2. SEE N SHEETS FOR GENERAL NOTES 3. SEE D SHEETS FOR GENERAL DETAILS 4. LABELED SAFETY GLASS IS REQUIRED IN TUB/SHOWER ENCLOSURES & GLAZING WITHIN 60" FORM BOTTOM OF TUBS/SHOWERS. (OPTIONAL) 5 MAXIMUM SILL HEIGHT OF 44 INCHES FROM THE BOTTOM OF THE CLEAR OPENING ABOVE THE FLOOR IN SLEEPING ROOMS FOR ALL WINDOWS USED FOR EMERGENCY EXITS, WITH MINIMUM 821 SQ.IN. (24" WIDE x 20" HIGH CLR. OPENING) 6. WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATD MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE 24" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F 2090, THE GUARD MAY NOT HAVE OPENINGS THAT A 4" SPHERE IN DIAMETER CAN PASS THRU 7. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 8. INSTANTANEOUS WATER HEATERS WITH INPUT RATING GREATER THAN 6.8kBTU/hr (2-kw) SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN VALVES ARE CLOSED. PER CA ENERGY CODE 110.3(c)7 9. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. 10. A SHEETROCK NAILING INSPECTION IS REQUIRED -2022 CRC R109.1.4.2 & 2022 CBC 110.3.5 & CLOVIS MUNICIPAL CODE (CMC) SECT. 305.5(4) & (5). VALUES OR NOTES ENERGY COMPLIANCE SCHEDULE REQUIREMENT WALL INSULATION 2x4=R-15, 2x6=R-21 ATTIC INSULATION R-30 FLOOR INSULATION R-19 DUCT INSULATION R-6.0 HVAC HEATING 0.95 AFUE HVAC COOLING 15.2 SEER 0.91 ENERGY FACTOR LIGHTING SEE ELECTRICAL SHEETS HERS HIGH ENERGY EFFICIENCY RATIO (EER) PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION WATER HEATER ROOF REQUIRED COMP. ROOF EXT. FOAM INSULATION 1" THK. FOAM INSULATION R-4.0 HERS DUCT LEAKAGE TESTING HERS HIGH EFFICIENCY INSULATION INSTALL ROOF DECK INSULATION R-13 WALL LEGEND 2x4 STD. GR. STUDS @16" O.C. w/R-15 INSULATION @EXT. WALLS U.N.O. 2x6 STUDS @16" O.C. w/R-21 INSULATION @ EXT. WALLS U.N.O. DOOR SCHEDULE SYMBOL DIMENSIONS TYPE REMARKS 0102030406070809 WINDOW SCHEDULE SYMBOL A B C D E F G H J K UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, PROVIDE GASKET OR WEATHERSTIPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL FIBERGLASS ENTRY DOOR ALUM. 3'-0" x 8'-0" 8'-0" x 7'-0" 5'-6" x 5'-6" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR L101112131415 I 2'-8" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE GARAGE DOORS SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE GARAGE DOOR MANUFACTURER. THE LABEL SHALL IDENTIFY THE GARAGE DOOR MANUFACTURER, THE GARAGE DOOR MODEL/SERIES NUMBER, THE POSITIVE AND NEGATIVE DESIGN WIND PRESSURE RATING, THE INSTALLATION INSTRUCTION DRAWING REFERENCE NUMBER, AND THE APPLICABLE TEST STANDARD. [R609.4.1] SINGLE HUNG 5'-0" x 5'-0" FIXED SLIDER TEMP. 16 5'-0" x 5'-0" SLIDER SLIDER 3'-0" x 4'-0" 2'-0" x 5'-0" 2'-0" x 5'-0" SINGLE HUNG 7'-0" x 5'-0" XOX 6'-0" x 5'-0" SLIDER 6'-0" x 8'-0" SL. GLASS DR. TEMP. 6'-0" x 5'-0" SLIDER 6'-0" x 5'-0" SLIDER 2'-0" x 4'-0" SINGLE HUNG TEMP. 05 3'-0" x 6'-8" SINGLE 2'-8" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE 2'-8" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 3'-0" x 6'-8" SINGLE 5'-0" x 6'-8" BI-PASS 171819 2'-4" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 4'-0" x 6'-8" BI-PASS 19 4'-0" x 6'-8" BI-PASS DUAL SINKS @ BATH 2 SCALE: 1/4" = 1'-0" BEDROOM 4 OPTION SCALE: 1/4" = 1'-0"
FRONT ELEVATION
LEFT ELEVATION
REAR ELEVATION
RIGHT ELEVATION
01 06
07 +9'-1" PLT. HT.
+0'-0" FIN. FLR.
+19'-0" PLT. HT.
05 04
TYP.
02 10
TYP.
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+19'-0" PLT. HT.
04 05
06 01
07 13
12 +9'-1" PLT. HT.
+0'-0" FIN. FLR.
+19'-0" PLT. HT.
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+19'-0" PLT. HT.
06 05
04 01
07 TYP.
02 10
TYP.
01 07
TYP.
02 13
08 08
A2.1 AMERICAN TRADITIONAL
EXTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0" 7030 N. FRUIT AVE. SUITE 101 FRESNO , CALIFORNIA 93711 PHONE: (559) 435-9700 FAX: (559) 435-9707 CONTR. LIC. # 822555 SHEET 14567
REVISIONS
MODEL
PLOT DATE:
PLAN CHECK NUMBER
STD PLN #
1800
09/05/2025PLAN 1800 "ALL RIGHTS RESERVED" 3 B E ONADELL HOMES INC. THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS AND DESIGNS ARE THE PROPERTY OF BONADELLE HOMES INC. AND MAY NOT BE REPRODUCED, CHANGE OR COPIED IN ANY FORM WITHOUT THE PERMISSION OF BONADELLE HOMES INC. 2 1 CONTRACTOR TO PROVIDE ADDITIONAL STUCCO JOINTS AS NEEDED TO MINIMIZE CRACKING. 2 PROVIDE G.I. SHEET METAL FLASHING AND COUNTER-FLASHING AS REQUIRED COMPLY TO 2022 CRC 3 ALL WINDOWS TO BE DUAL GLAZED VINYL "LOW-E" w/ FINISH PER DEVELOPER - PROVIDE MUNTINS AS SHOWN.
ELEVATION KEYNOTES
ELEVATION NOTES
1. COMPOSITION ASPHALT ROOFING. PER THE CF1R ENERGY CALCULATION, ROOFING MATERIAL SHALL HAVE A SOLAR REFLECTANCE OF AT LEAST 0.16.
2. 2-COAT CEMENT PLASTER o/1" THK. FOAM w/ (2) LAYER GRADE "D" PAPER,UNDER THE CEMENT PLASTER COVERING WHEN APPLIED OVER WOOD SHEATHING w/ LATH AND WEEP SCREED APPLY CEMENT PLASTER o/ 3.4# HIGH-RIB METAL LATH AT EXTERIOR CEILINGS, OVERHANGS, AND OTHER HORIZONTAL SURFACES, ETC..
ESR#2535
3. ICC ESR#2586 APPROVED THERMAL BARRIER PROTECTION BEHIND 2-COAT STUCCO SYSTEM AT EXPOSED GABLE END ATTIC SPACE OR 1/2" SHEET ROCK APPROVED EQ.
4. MANUFACTURED STONE VENEER:
ELDORADO STONE VENEER: LIGHTWEIGHT AGGREGATE, PORTLAND CEMENT AND IRON OXIDES. CODE CERTIFICATION: ESR-1215 FA/VA MATERIAL RELEASE #910 UNDERWRITER'S LABORATORIES CLASSIFICATION #546T. INSTALL
MANUFACTURED STONE VENEER PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL VENEER PRODUCT OVER METAL LATH w/ ONE PART TYPE "M" MORTAR AND TWO PARTS MASONRY SAND. VENEER MATERIAL IS LIGHTWEIGHT AND NEEDS NO FOUNDATION SUPPORT.
5. FIBER CEMENT LAP SIDING o/ BUILDING PAPER, INSTALL PER MFGR'S. SPECS.
6. 4” FIBER CEMENT TRIM
7. 2x6 FASCIA, TYP.
8. GABLE END VENT, REFER TO STRUCTURAL ROOF PLANS FOR SIZE AND COUNT.
9. DECORATIVE FOAM CORBELS.
10. 1/2" EXPANSION JOINTS INSTALLED @ TIME OF LATH.
11. 6x6 D.F. RE-SAWN POST.
12. FOAM TRIM w/ STUCCO FINISH, EXTEND 3” PAST OPENING.
13. DECORATIVE SHUTTERS PERMANENTLY AFFIXED TO EXTEIOR WALL.CP
14. FINISHED GRADE SLOPE REQUIRED TO FALL AWAY FROM STRUCTURE. LOT SHALL
BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS, THE GRADE SHALL FALL A MIN. OF 6" WITHIN THE FIRST 10 FT. (CRC R401.3)..
FRONT ELEVATION
LEFT ELEVATION
REAR ELEVATION
RIGHT ELEVATION
01 06
07 +9'-1" PLT. HT.
+0'-0" FIN. FLR.
+19'-0" PLT. HT.
05 04
TYP.
02 10
TYP.
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+19'-0" PLT. HT.
04 12
01 07
13 12
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+19'-0" PLT. HT.
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+19'-0" PLT. HT.
06 05
04 01
07 TYP.
02 10
TYP.
01 07
TYP.
02 13
EAVE O.H.: 1'-0"
08 08
A2.2 CRAFTSMAN
EXTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0" 7030 N. FRUIT AVE. SUITE 101 FRESNO , CALIFORNIA 93711 PHONE: (559) 435-9700 FAX: (559) 435-9707 CONTR. LIC. # 822555 SHEET 14567
REVISIONS
MODEL
PLOT DATE:
PLAN CHECK NUMBER
STD PLN #
1800
09/05/2025PLAN 1800 "ALL RIGHTS RESERVED" 3 B E ONADELL HOMES INC. THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS AND DESIGNS ARE THE PROPERTY OF BONADELLE HOMES INC. AND MAY NOT BE REPRODUCED, CHANGE OR COPIED IN ANY FORM WITHOUT THE PERMISSION OF BONADELLE HOMES INC. 2 1 CONTRACTOR TO PROVIDE ADDITIONAL STUCCO JOINTS AS NEEDED TO MINIMIZE CRACKING. 2 PROVIDE G.I. SHEET METAL FLASHING AND COUNTER-FLASHING AS REQUIRED COMPLY TO 2022 CRC 3 ALL WINDOWS TO BE DUAL GLAZED VINYL "LOW-E" w/ FINISH PER DEVELOPER - PROVIDE MUNTINS AS SHOWN.
ELEVATION KEYNOTES
ELEVATION NOTES
1. COMPOSITION ASPHALT ROOFING. PER THE CF1R ENERGY CALCULATION, ROOFING MATERIAL SHALL HAVE A SOLAR REFLECTANCE OF AT LEAST 0.16.
2. 2-COAT CEMENT PLASTER o/1" THK. FOAM w/ (2) LAYER GRADE "D" PAPER,UNDER THE CEMENT PLASTER COVERING WHEN APPLIED OVER WOOD SHEATHING w/ LATH AND WEEP SCREED APPLY CEMENT PLASTER o/ 3.4# HIGH-RIB METAL LATH AT EXTERIOR CEILINGS, OVERHANGS, AND OTHER HORIZONTAL SURFACES, ETC..
ESR#2535
3. ICC ESR#2586 APPROVED THERMAL BARRIER PROTECTION BEHIND 2-COAT STUCCO SYSTEM AT EXPOSED GABLE END ATTIC SPACE OR 1/2" SHEET ROCK APPROVED EQ.
4. MANUFACTURED STONE VENEER:
ELDORADO STONE VENEER: LIGHTWEIGHT AGGREGATE, PORTLAND CEMENT AND IRON OXIDES. CODE CERTIFICATION: ESR-1215 FA/VA MATERIAL RELEASE #910 UNDERWRITER'S LABORATORIES CLASSIFICATION #546T. INSTALL
MANUFACTURED STONE VENEER PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL VENEER PRODUCT OVER METAL LATH w/ ONE PART TYPE "M" MORTAR AND TWO PARTS MASONRY SAND. VENEER MATERIAL IS LIGHTWEIGHT AND NEEDS NO FOUNDATION SUPPORT.
5. FIBER CEMENT LAP SIDING o/ BUILDING PAPER, INSTALL PER MFGR'S. SPECS.
6. 4” FIBER CEMENT TRIM
7. 2x6 FASCIA, TYP.
8. GABLE END VENT, REFER TO STRUCTURAL ROOF PLANS FOR SIZE AND COUNT.
9. DECORATIVE FOAM CORBELS.
10. 1/2" EXPANSION JOINTS INSTALLED @ TIME OF LATH.
11. 6x6 D.F. RE-SAWN POST.
12. FOAM TRIM w/ STUCCO FINISH, EXTEND 3” PAST OPENING.
13. DECORATIVE SHUTTERS PERMANENTLY AFFIXED TO EXTEIOR WALL.CP
14. FINISHED GRADE SLOPE REQUIRED TO FALL AWAY FROM STRUCTURE. LOT SHALL
BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS, THE GRADE SHALL FALL A MIN. OF 6" WITHIN THE FIRST 10 FT. (CRC R401.3)..
FRONT ELEVATION
LEFT ELEVATION
REAR ELEVATION
RIGHT ELEVATION
01 07
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+19'-0" PLT. HT.
04 TYP.
02 10
TYP.
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+19'-0" PLT. HT.
04 12
01 07
13 12
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+19'-0" PLT. HT.
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+19'-0" PLT. HT.
04 01
07 TYP.
02 10
TYP.
01 07
TYP.
02 13
08 08
A2.3 TRADITIONAL RANCH
EXTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0" 7030 N. FRUIT AVE. SUITE 101 FRESNO , CALIFORNIA 93711 PHONE: (559) 435-9700 FAX: (559) 435-9707 CONTR. LIC. # 822555 SHEET 14567
REVISIONS
MODEL
PLOT DATE:
PLAN CHECK NUMBER
STD PLN #
1800
09/05/2025PLAN 1800 "ALL RIGHTS RESERVED" 3 B E ONADELL HOMES INC. THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS AND DESIGNS ARE THE PROPERTY OF BONADELLE HOMES INC. AND MAY NOT BE REPRODUCED, CHANGE OR COPIED IN ANY FORM WITHOUT THE PERMISSION OF BONADELLE HOMES INC. 2 1 CONTRACTOR TO PROVIDE ADDITIONAL STUCCO JOINTS AS NEEDED TO MINIMIZE CRACKING. 2 PROVIDE G.I. SHEET METAL FLASHING AND COUNTER-FLASHING AS REQUIRED COMPLY TO 2022 CRC 3 ALL WINDOWS TO BE DUAL GLAZED VINYL "LOW-E" w/ FINISH PER DEVELOPER - PROVIDE MUNTINS AS SHOWN.
ELEVATION KEYNOTES
ELEVATION NOTES
1. COMPOSITION ASPHALT ROOFING. PER THE CF1R ENERGY CALCULATION, ROOFING MATERIAL SHALL HAVE A SOLAR REFLECTANCE OF AT LEAST 0.16.
2. 2-COAT CEMENT PLASTER o/1" THK. FOAM w/ (2) LAYER GRADE "D" PAPER,UNDER THE CEMENT PLASTER COVERING WHEN APPLIED OVER WOOD SHEATHING w/ LATH AND WEEP SCREED APPLY CEMENT PLASTER o/ 3.4# HIGH-RIB METAL LATH AT EXTERIOR CEILINGS, OVERHANGS, AND OTHER HORIZONTAL SURFACES, ETC..
ESR#2535
3. ICC ESR#2586 APPROVED THERMAL BARRIER PROTECTION BEHIND 2-COAT STUCCO SYSTEM AT EXPOSED GABLE END ATTIC SPACE OR 1/2" SHEET ROCK APPROVED EQ.
4. MANUFACTURED STONE VENEER:
ELDORADO STONE VENEER: LIGHTWEIGHT AGGREGATE, PORTLAND CEMENT AND IRON OXIDES. CODE CERTIFICATION: ESR-1215 FA/VA MATERIAL RELEASE #910 UNDERWRITER'S LABORATORIES CLASSIFICATION #546T. INSTALL
MANUFACTURED STONE VENEER PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL VENEER PRODUCT OVER METAL LATH w/ ONE PART TYPE "M" MORTAR AND TWO PARTS MASONRY SAND. VENEER MATERIAL IS LIGHTWEIGHT AND NEEDS NO FOUNDATION SUPPORT.
5. FIBER CEMENT LAP SIDING o/ BUILDING PAPER, INSTALL PER MFGR'S. SPECS.
6. 4” FIBER CEMENT TRIM
7. 2x6 FASCIA, TYP.
8. GABLE END VENT, REFER TO STRUCTURAL ROOF PLANS FOR SIZE AND COUNT.
9. DECORATIVE FOAM CORBELS.
10. 1/2" EXPANSION JOINTS INSTALLED @ TIME OF LATH.
11. 6x6 D.F. RE-SAWN POST.
12. FOAM TRIM w/ STUCCO FINISH, EXTEND 3” PAST OPENING.
13. DECORATIVE SHUTTERS PERMANENTLY AFFIXED TO EXTEIOR WALL.CP
14. FINISHED GRADE SLOPE REQUIRED TO FALL AWAY FROM STRUCTURE. LOT SHALL
BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS, THE GRADE SHALL FALL A MIN. OF 6" WITHIN THE FIRST 10 FT. (CRC R401.3)..
2'-11
1 2
" 12'-4" 5'-3
1 2
" 17'-9
1 2
" 24'-8
1 2
" 7'-0"
54'-6"
5'-0" 20'-9" 3'-8" 5'-3
1 2
" 10'-7" 35'-0"
2'-7
1 2
" 8'-11" 1'-6" 5'-0"
7'-0" 18'-3" 7'-7" 6'-3
1 2
" 15'-4
1 2
"
54'-6" 1'-6" 15'-0" 1'-6" 5'-11" 7'-0" 3'-9
1 2 5'-0" 5'-0"
" 18'-0" 17'-0" 35'-0" 20'-5
1 2 4'-5 " 1
2 " 3'-9" 6'-0
1 2
" 3'-5
1 2
"
7'-8" 3'-1
1 2
" 7'-11
1 2
" 3'-6"
8'-2
1 2
"
2'-4" 5'-5
1 2
" 4'-6
1 2
" 3'-11
1 2
" 4'-5
1 2
"
3'-9
1 2
" 3'-9
1 2
" 2'-11
1 2
"
2'-2
1 2
"
1'-6" 5'-0"
A
K
B
C
J
I
H
G
F
E
D 01 02 06 04 07 03 05
AA3.1
BA3.1 GARAGE 9' CLG. CONC. 19 GREAT ROOM 9' CLG. VINYL PLANK KITCHEN 9' CLG. VINYL PLANK BATH 3 9' CLG. VINYL PLANK ENTRY 9' CLG. VINYL PLANK DEN 9' CLG. VINYL PLANK 29 08 23 +8'-0" 23 +8'-0" 01 02 03040707 13 38 27 2425 15 28 16 18 PATIO 9' CLG. CONC. 21 23 +8'-6" 23 +8'-6" 23 +8'-6" 33 3334 17 36 22 1'-0" 5'-0" 10" 10" 6'-3" 5'-6" 6'-3"
2'-3
1 2
" 9'-9"
24'-6
1 2
" 17'-11
1 2
" 3'-11
1 2
" 18'-0" 17'-0" 35'-0"
8'-3" 3'-10
1 2
" 5'-5" 5'-5" 2'-3
1 2
"
10'-5"
3'-11"
10'-11
1 2
" 11'-4
1 2
" 32'-9" 5'-5" 15'-3" 19'-9" 35'-0" 3'-5" 3'-10
1 2
"
12'-10
1 2
" 3'-11" 6'-4
1 2
" 2'-7" 10'-3
1 2
"
5'-6
1 2
" 5'-6
1 2
"
1'-6"
5'-10
1 2
" 5'-1"9'-8" 2'-9" 1'-6"
3'-6" 6'-3
1 2
" 2'-0" 3'-9" 4'-3
1 2
" 1'-11
1 2
" 4'-7" 1'-7"
1'-3
1 2
"
1'-7"
42'-6" 4'-2
1 2
"
41'-0"
T
S
R
P
O
N
L
W
V
U 17 14 08 13 09 11 12 10 16 15
M
Q 11'-10"
AA3.1
BA3.1 MASTER BEDROOM 8' CLG. CARPET MASTER BATH 8' CLG. VINYL PLANK MASTER CLOSET 8' CLG. CARPET LAUNDRY 8' CLG. VINYL PLANK BATH 2 8' CLG. VINYL PLANK BEDROOM 2 8' CLG. CARPET BEDROOM 3 8' CLG. CARPET 17 17 17 29 10 12 08 08 23 +7'-0" 0506 0907 07 09 11 15 36 36 37 37 1'-0" 2'-0" 39TYP. 39TYP. 20 18 19 11'-10"
L 17 7'-10" BEDROOM 4 8' CLG. CARPET
3'-9
1 2
" 4'-0" 37 BATH 2 8' CLG. VINYL PLANK 08 11 0936 DUAL SINKS @ BATH 2 SCALE: 1/4" = 1'-0" A1.1
AMERICAN TRADITIONAL
7030 N. FRUIT AVE. SUITE 101
FRESNO , CALIFORNIA 93711
PHONE: (559) 435-9700 FAX: (559) 435-9707
CONTR. LIC. # 822555
SHEET
14567 REVISIONS MODEL PLOT DATE: PLAN CHECK NUMBER STD PLN # 2250 09/05/2025 PLAN 2250
"ALL RIGHTS RESERVED" 3
B E ONADELL
HOMES INC.
THE ABOVE DRAWINGS, SPECIFICATIONS,
IDEAS AND DESIGNS ARE THE PROPERTY
OF BONADELLE HOMES INC. AND MAY NOT
BE REPRODUCED, CHANGE OR COPIED IN
ANY FORM WITHOUT THE PERMISSION OF
BONADELLE HOMES INC.
2 FLOOR KEYNOTES 01 REFRIGERATOR (N.I.C.) - PROVIDE COLD WATER STUB. 02 DISHWASHER 03 DOUBLE SINK W/ DISPOSAL 04 30" COOKTOP w/ HOOD ABV. (MICROWAVE HOOD OPT.) PER MFG'S SPECIFICATIONS.VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. PROVIDE ANTI-TILT LOCK. 05 WASHER (N.I.C). 06 DRYER (N.I.C.) - VENT TO OUTSIDE AIR A MIN. 4" DIA MOISTER EXHAUST DUCT PER SECTION 504.0 . A (14'-0" MAX. RUN PER C.M.C. SECTION 906) - PLUMB FOR OPTIONAL GAS. INSTALL DRYER BOX IN WALL FOR VENTING. 07 LAVATORY SET IN SOLID SURFACE COUNTERTOP WITH CABINETS BELOW. 08 LOW FLOW WATER CLOSET W/ MAXIMUM FLUSH OF OF 1.28 GALLONS PER FLUSH (TYPICAL) PER CRC R327.1.1 GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON BACK OF WALL OF TOILET & SLAB FLOOR SHALL PROVIDE REINFORCEMENT FOR FLOOR MOUNTED GRAB BARS. SEE DET. 1/D1.3. 09 VANITY MIRROR. 10 OVAL TUB w/12" TILE SPLASH & DECK 11 LASCO MODEL #102422P FIBERGLASS TUB/ SHOWER COMBO UNIT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SHOWER GLASS DOOR TO BE TEMP. & MIN. 22" WIDE. GLASS TUB/SHOWER SEPARATOR TO BE TEMPERED. SEE OPTIONAL PLAN. 12 SHOWER W/ TILE 72" MIN. O/ USE OF FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS , w/2"-9" MAX. CURB. PROVIDE TEMPERED GLASS ENCLOSURE AS REQUIRED. MIN 22" TEMP DOOR. THE WATER RESISTANT GYP BOARD SHALL NOT BE INSTALLED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREA SUBJECT TO HIGH HUMIDITY. R702.3.8.1 13 50 GALLON ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR CLEARANCE. 14 PEDESTAL SINK 15 LINE OF UPPER CABINET. 16 GRANITE COUNTERTOP w/ CABINETS BELOW 17 (1) SHELF AND (1) POLE. 18 1-3/8" THK. SOLID CORE DOOR W/ SELF CLOSING HINGES AND SELF-LATCHING. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 19 ONE LAYER OF 5/8" THK. TYPE 'X' GYP. BD. TYPICAL AT ALL HOUSE/GARAGE COMMON WALLS. APPLY TO ENTIRE GARAGE WALL & CEILING. 20 30"x30" ATTIC ACCESS TO BE WEATHER STRIPPED & INSULATION EQUIVALENT TO THAT OF THE CEILING SHALL BE INSTALLED ON ACCESS PANEL 21 CONCRETE PORCH/PATIO SLAB - BROOM FINISH (SLOPE AWAY FROM BUILDING). 22 A/C CONDENSING UNIT ON PRE-CAST CONCRETE PAD. 23 FLAT SOFFIT @ +8'-0". 24 TELECOMMUNICATION SERVICE TO RESIDENCE. 25 ELECTRICAL SERVICE TO RESIDENCE. 26 6x6 D.F. RESAWN POST - SEE ELEVATION 27 CONC. STOOP AT GARAGE MAN DOOR - (BROOM FINISH) SLOPE AWAY FROM BLDG. 28 30" OVEN / MICROWAVE COMBO 29 STAIRS, SEE DET. 2/D1.3. 30 NOT USED. 31 2x6 PONY WALL. 32 NOT USED. 33 LINE OF FLOOR ABOVE 34 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 35 PANTRY w/ (5) SHELVES 36 TOWEL RING @ 59" w/ BLOCKING 37 TOWEL BAR @ 51" w/ BLOCKING 38 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 39 GRAB BAR REINFORCEMENT TO BE INSTALLED PER CRC R327.1.1 AT THE BACK AND SIDE WALL OF THE WATER CLOSET, CONTINUOUS AROUND THE SHOWER, AND CONTINUOUS AT THE BACK WALL AND EACH END OF THE TUB w/ FLOOR MOUNTED GRAB BAR REINFORCEMENT WHERE APPLICABLE. FLOOR NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ALL SPECIAL BOLTS, STRAPS AND HOLDOWNS 2. SEE N SHEETS FOR GENERAL NOTES 3. SEE D SHEETS FOR GENERAL DETAILS 4. LABELED SAFETY GLASS IS REQUIRED IN TUB/SHOWER ENCLOSURES & GLAZING WITHIN 60" FORM BOTTOM OF TUBS/SHOWERS. (OPTIONAL) 5 MAXIMUM SILL HEIGHT OF 44 INCHES FROM THE BOTTOM OF THE CLEAR OPENING ABOVE THE FLOOR IN SLEEPING ROOMS FOR ALL WINDOWS USED FOR EMERGENCY EXITS, WITH MINIMUM 821 SQ.IN. (24" WIDE x 20" HIGH CLR. OPENING) 6. WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATD MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE 24" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F 2090, THE GUARD MAY NOT HAVE OPENINGS THAT A 4" SPHERE IN DIAMETER CAN PASS THRU 7. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 8. INSTANTANEOUS WATER HEATERS WITH INPUT RATING GREATER THAN 6.8kBTU/hr (2-kw) SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN VALVES ARE CLOSED. PER CA ENERGY CODE 110.3(c)7 9. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. 10. A SHEETROCK NAILING INSPECTION IS REQUIRED -2022 CRC R109.1.4.2 & 2022 CBC 110.3.5 & CLOVIS MUNICIPAL CODE (CMC) SECT. 305.5(4) & (5). VALUES OR NOTES ENERGY COMPLIANCE SCHEDULE REQUIREMENT WALL INSULATION 2x4=R-15, 2x6=R-21 ATTIC INSULATION R-30 FLOOR INSULATION R-19 DUCT INSULATION R-6.0 HVAC HEATING 0.95 AFUE HVAC COOLING 15.2 SEER 0.91 ENERGY FACTOR LIGHTING SEE ELECTRICAL SHEETS HERS HIGH ENERGY EFFICIENCY RATIO (EER) PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION WATER HEATER ROOF REQUIRED COMP. ROOF EXT. FOAM INSULATION 1" THK. FOAM INSULATION R-4.0 HERS DUCT LEAKAGE TESTING HERS HIGH EFFICIENCY INSULATION INSTALL ROOF DECK INSULATION R-13 WALL LEGEND 2x4 STD. GR. STUDS @16" O.C. w/R-15 INSULATION @EXT. WALLS U.N.O. 2x6 STUDS @16" O.C. w/R-21 INSULATION @ EXT. WALLS U.N.O. DOOR SCHEDULE SYMBOL DIMENSIONS TYPE REMARKS 010203040506070809 WINDOW SCHEDULE SYMBOL A B C D E F G H J K UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, PROVIDE GASKET OR WEATHERSTIPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL FIBERGLASS ENTRY DOOR ALUM. 3'-0" x 8'-0" 8'-0" x 7'-0" 5'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR L 101112131415 I 2'-8" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE 3'-0" x 6'-8" SINGLE 2'-8" x 6'-8" 2'-4" x 6'-8" SINGLE 2'-6" x 6'-8" BI-PASS 3'-0" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 5'-0" x 6'-8" GARAGE DOORS SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE GARAGE DOOR MANUFACTURER. THE LABEL SHALL IDENTIFY THE GARAGE DOOR MANUFACTURER, THE GARAGE DOOR MODEL/SERIES NUMBER, THE POSITIVE AND NEGATIVE DESIGN WIND PRESSURE RATING, THE INSTALLATION INSTRUCTION DRAWING REFERENCE NUMBER, AND THE APPLICABLE TEST STANDARD. [R609.4.1] SINGLE M N O P Q R S T U V 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" 3'-0" x 5'-0" 6'-0" x 5'-0" FIXED 6'-0" x 5'-0" SLIDER TEMP. 2'-0" x 4'-0" 2'-0" x 5'-0" W SINGLE 2'-6" x 6'-8" SINGLE 16 BI-PASS 4'-6" x 6'-8" 17 3'-0" x 6'-8" 18 2'-6" x 6'-8" 19 2'-4" x 6'-8" SINGLE SINGLE 3'-0" x 6'-8" SINGLE SINGLE 3'-0" x 5'-0" SINGLE HUNG SINGLE HUNG SINGLE HUNG SLIDER 6'-0" x 8'-0" SL. GLASS DR. SINGLE HUNG TEMP. SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER 2'-0" x 4'-0" SINGLE HUNG TEMP. 2'-6" x 4'-0" FIXED TEMP. 5'-0" x 5'-0" FIXED 2'-6" x 4'-0" SINGLE HUNG 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 5'-0" x 5'-0" FIXED OPT. @ MASTER BATH @ BED 4 OPTION @ BED 4 OPTION FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" BEDROOM 4 OPT. SCALE: 1/4" = 1'-0" SECOND FLOOR PLAN SCALE: 1/4" = 1'-0"
2'-11
1 2
" 12'-4" 5'-3
1 2
" 17'-9
1 2
" 24'-8
1 2
" 7'-0"
54'-6"
5'-0" 20'-9" 3'-8" 5'-3
1 2
" 10'-7" 35'-0"
2'-7
1 2
" 8'-11" 1'-6" 5'-0"
7'-0" 18'-3" 7'-7" 6'-3
1 2
" 15'-4
1 2
"
54'-6" 1'-6" 15'-0" 1'-6" 5'-11" 7'-0" 3'-9
1 2 5'-0" 5'-0"
" 18'-0" 17'-0" 35'-0" 20'-5
1 2 4'-5 " 1
2 " 3'-9" 6'-0
1 2
" 3'-5
1 2
"
7'-8" 3'-1
1 2
" 7'-11
1 2
" 3'-6"
8'-2
1 2
"
2'-4" 5'-5
1 2
" 4'-6
1 2
" 3'-11
1 2
" 4'-5
1 2
"
3'-9
1 2
" 3'-9
1 2
" 2'-11
1 2
"
2'-2
1 2
"
1'-6" 5'-0"
A
K
B
C
J
I
H
G
F
E
D 01 02 06 04 07 03 05
AA3.1
BA3.1 GARAGE 9' CLG. CONC. 19 GREAT ROOM 9' CLG. VINYL PLANK KITCHEN 9' CLG. VINYL PLANK BATH 3 9' CLG. VINYL PLANK ENTRY 9' CLG. VINYL PLANK DEN 9' CLG. VINYL PLANK 29 08 23 +8'-0" 23 +8'-0" 01 02 03040707 13 38 27 2425 15 28 16 18 PATIO 9' CLG. CONC. 21 23 +8'-6" 23 +8'-6" 23 +8'-6" 33 3334 17 36 22 4'-8" 5'-0" 10" 10" 6'-3" 5'-6" 6'-3"
2'-3
1 2
" 9'-9"
24'-6
1 2
" 17'-11
1 2
" 3'-11
1 2
" 18'-0" 17'-0" 35'-0"
8'-3" 3'-10
1 2
" 5'-5" 5'-5" 2'-3
1 2
"
10'-5"
3'-11"
10'-11
1 2
" 11'-4
1 2
" 32'-9" 5'-5" 15'-3" 19'-9" 35'-0" 3'-5" 3'-10
1 2
"
12'-10
1 2
" 3'-11" 6'-4
1 2
" 2'-7" 10'-3
1 2
"
5'-6
1 2
" 5'-6
1 2
"
1'-6"
5'-10
1 2
" 5'-1"9'-8" 2'-9" 1'-6"
3'-6" 6'-3
1 2
" 2'-0" 3'-9" 4'-3
1 2
" 1'-11
1 2
" 4'-7" 1'-7"
1'-3
1 2
"
1'-7"
42'-6" 4'-2
1 2
"
41'-0"
T
S
R
P
O
N
L
W
V
U 17 14 08 13 09 11 12 10 16 15
M
Q 11'-10"
AA3.1
BA3.1 MASTER BEDROOM 8' CLG. CARPET MASTER BATH 8' CLG. VINYL PLANK MASTER CLOSET 8' CLG. CARPET LAUNDRY 8' CLG. VINYL PLANK BATH 2 8' CLG. VINYL PLANK BEDROOM 2 8' CLG. CARPET BEDROOM 3 8' CLG. CARPET 17 17 17 29 10 12 08 08 23 +7'-0" 0506 0907 07 09 11 15 36 36 37 37 1'-0" 2'-0" 39TYP. 39TYP. 20 18 19 11'-10"
L 17 7'-10" BEDROOM 4 8' CLG. CARPET
3'-9
1 2
" 4'-0" 37 BATH 2 8' CLG. VINYL PLANK 08 11 0936 DUAL SINKS @ BATH 2 SCALE: 1/4" = 1'-0" A1.2
CRAFTSMAN
7030 N. FRUIT AVE. SUITE 101
FRESNO , CALIFORNIA 93711
PHONE: (559) 435-9700 FAX: (559) 435-9707
CONTR. LIC. # 822555
SHEET
14567 REVISIONS MODEL PLOT DATE: PLAN CHECK NUMBER STD PLN # 2250 09/05/2025 PLAN 2250
"ALL RIGHTS RESERVED" 3
B E ONADELL
HOMES INC.
THE ABOVE DRAWINGS, SPECIFICATIONS,
IDEAS AND DESIGNS ARE THE PROPERTY
OF BONADELLE HOMES INC. AND MAY NOT
BE REPRODUCED, CHANGE OR COPIED IN
ANY FORM WITHOUT THE PERMISSION OF
BONADELLE HOMES INC.
2 FLOOR KEYNOTES 01 REFRIGERATOR (N.I.C.) - PROVIDE COLD WATER STUB. 02 DISHWASHER 03 DOUBLE SINK W/ DISPOSAL 04 30" COOKTOP w/ HOOD ABV. (MICROWAVE HOOD OPT.) PER MFG'S SPECIFICATIONS.VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. PROVIDE ANTI-TILT LOCK. 05 WASHER (N.I.C). 06 DRYER (N.I.C.) - VENT TO OUTSIDE AIR A MIN. 4" DIA MOISTER EXHAUST DUCT PER SECTION 504.0 . A (14'-0" MAX. RUN PER C.M.C. SECTION 906) - PLUMB FOR OPTIONAL GAS. INSTALL DRYER BOX IN WALL FOR VENTING. 07 LAVATORY SET IN SOLID SURFACE COUNTERTOP WITH CABINETS BELOW. 08 LOW FLOW WATER CLOSET W/ MAXIMUM FLUSH OF OF 1.28 GALLONS PER FLUSH (TYPICAL) PER CRC R327.1.1 GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON BACK OF WALL OF TOILET & SLAB FLOOR SHALL PROVIDE REINFORCEMENT FOR FLOOR MOUNTED GRAB BARS. SEE DET. 1/D1.3. 09 VANITY MIRROR. 10 OVAL TUB w/12" TILE SPLASH & DECK 11 LASCO MODEL #102422P FIBERGLASS TUB/ SHOWER COMBO UNIT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SHOWER GLASS DOOR TO BE TEMP. & MIN. 22" WIDE. GLASS TUB/SHOWER SEPARATOR TO BE TEMPERED. SEE OPTIONAL PLAN. 12 SHOWER W/ TILE 72" MIN. O/ USE OF FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS , w/2"-9" MAX. CURB. PROVIDE TEMPERED GLASS ENCLOSURE AS REQUIRED. MIN 22" TEMP DOOR. THE WATER RESISTANT GYP BOARD SHALL NOT BE INSTALLED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREA SUBJECT TO HIGH HUMIDITY. R702.3.8.1 13 50 GALLON ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR CLEARANCE. 14 PEDESTAL SINK 15 LINE OF UPPER CABINET. 16 GRANITE COUNTERTOP w/ CABINETS BELOW 17 (1) SHELF AND (1) POLE. 18 1-3/8" THK. SOLID CORE DOOR W/ SELF CLOSING HINGES AND SELF-LATCHING. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 19 ONE LAYER OF 5/8" THK. TYPE 'X' GYP. BD. TYPICAL AT ALL HOUSE/GARAGE COMMON WALLS. APPLY TO ENTIRE GARAGE WALL & CEILING. 20 30"x30" ATTIC ACCESS TO BE WEATHER STRIPPED & INSULATION EQUIVALENT TO THAT OF THE CEILING SHALL BE INSTALLED ON ACCESS PANEL 21 CONCRETE PORCH/PATIO SLAB - BROOM FINISH (SLOPE AWAY FROM BUILDING). 22 A/C CONDENSING UNIT ON PRE-CAST CONCRETE PAD. 23 FLAT SOFFIT @ +8'-0". 24 TELECOMMUNICATION SERVICE TO RESIDENCE. 25 ELECTRICAL SERVICE TO RESIDENCE. 26 6x6 D.F. RESAWN POST - SEE ELEVATION 27 CONC. STOOP AT GARAGE MAN DOOR - (BROOM FINISH) SLOPE AWAY FROM BLDG. 28 30" OVEN / MICROWAVE COMBO 29 STAIRS, SEE DET. 2/D1.3. 30 NOT USED. 31 2x6 PONY WALL. 32 NOT USED. 33 LINE OF FLOOR ABOVE 34 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 35 PANTRY w/ (5) SHELVES 36 TOWEL RING @ 59" w/ BLOCKING 37 TOWEL BAR @ 51" w/ BLOCKING 38 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 39 GRAB BAR REINFORCEMENT TO BE INSTALLED PER CRC R327.1.1 AT THE BACK AND SIDE WALL OF THE WATER CLOSET, CONTINUOUS AROUND THE SHOWER, AND CONTINUOUS AT THE BACK WALL AND EACH END OF THE TUB w/ FLOOR MOUNTED GRAB BAR REINFORCEMENT WHERE APPLICABLE. FLOOR NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ALL SPECIAL BOLTS, STRAPS AND HOLDOWNS 2. SEE N SHEETS FOR GENERAL NOTES 3. SEE D SHEETS FOR GENERAL DETAILS 4. LABELED SAFETY GLASS IS REQUIRED IN TUB/SHOWER ENCLOSURES & GLAZING WITHIN 60" FORM BOTTOM OF TUBS/SHOWERS. (OPTIONAL) 5 MAXIMUM SILL HEIGHT OF 44 INCHES FROM THE BOTTOM OF THE CLEAR OPENING ABOVE THE FLOOR IN SLEEPING ROOMS FOR ALL WINDOWS USED FOR EMERGENCY EXITS, WITH MINIMUM 821 SQ.IN. (24" WIDE x 20" HIGH CLR. OPENING) 6. WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATD MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE 24" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F 2090, THE GUARD MAY NOT HAVE OPENINGS THAT A 4" SPHERE IN DIAMETER CAN PASS THRU 7. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 8. INSTANTANEOUS WATER HEATERS WITH INPUT RATING GREATER THAN 6.8kBTU/hr (2-kw) SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN VALVES ARE CLOSED. PER CA ENERGY CODE 110.3(c)7 9. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. 10. A SHEETROCK NAILING INSPECTION IS REQUIRED -2022 CRC R109.1.4.2 & 2022 CBC 110.3.5 & CLOVIS MUNICIPAL CODE (CMC) SECT. 305.5(4) & (5). VALUES OR NOTES ENERGY COMPLIANCE SCHEDULE REQUIREMENT WALL INSULATION 2x4=R-15, 2x6=R-21 ATTIC INSULATION R-30 FLOOR INSULATION R-19 DUCT INSULATION R-6.0 HVAC HEATING 0.95 AFUE HVAC COOLING 15.2 SEER 0.91 ENERGY FACTOR LIGHTING SEE ELECTRICAL SHEETS HERS HIGH ENERGY EFFICIENCY RATIO (EER) PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION WATER HEATER ROOF REQUIRED COMP. ROOF EXT. FOAM INSULATION 1" THK. FOAM INSULATION R-4.0 HERS DUCT LEAKAGE TESTING HERS HIGH EFFICIENCY INSULATION INSTALL ROOF DECK INSULATION R-13 WALL LEGEND 2x4 STD. GR. STUDS @16" O.C. w/R-15 INSULATION @EXT. WALLS U.N.O. 2x6 STUDS @16" O.C. w/R-21 INSULATION @ EXT. WALLS U.N.O. DOOR SCHEDULE SYMBOL DIMENSIONS TYPE REMARKS 010203040506070809 WINDOW SCHEDULE SYMBOL A B C D E F G H J K UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, PROVIDE GASKET OR WEATHERSTIPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL FIBERGLASS ENTRY DOOR ALUM. 3'-0" x 8'-0" 8'-0" x 7'-0" 5'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR L 101112131415 I 2'-8" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE 3'-0" x 6'-8" SINGLE 2'-8" x 6'-8" 2'-4" x 6'-8" SINGLE 2'-6" x 6'-8" BI-PASS 3'-0" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 5'-0" x 6'-8" GARAGE DOORS SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE GARAGE DOOR MANUFACTURER. THE LABEL SHALL IDENTIFY THE GARAGE DOOR MANUFACTURER, THE GARAGE DOOR MODEL/SERIES NUMBER, THE POSITIVE AND NEGATIVE DESIGN WIND PRESSURE RATING, THE INSTALLATION INSTRUCTION DRAWING REFERENCE NUMBER, AND THE APPLICABLE TEST STANDARD. [R609.4.1] SINGLE M N O P Q R S T U V 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" 3'-0" x 5'-0" 6'-0" x 5'-0" FIXED 6'-0" x 5'-0" SLIDER TEMP. 2'-0" x 4'-0" 2'-0" x 5'-0" W SINGLE 2'-6" x 6'-8" SINGLE 16 BI-PASS 4'-6" x 6'-8" 17 3'-0" x 6'-8" 18 2'-6" x 6'-8" 19 2'-4" x 6'-8" SINGLE SINGLE 3'-0" x 6'-8" SINGLE SINGLE 3'-0" x 5'-0" SINGLE HUNG SINGLE HUNG SINGLE HUNG SLIDER 6'-0" x 8'-0" SL. GLASS DR. SINGLE HUNG TEMP. SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER 2'-0" x 4'-0" SINGLE HUNG TEMP. 2'-6" x 4'-0" FIXED TEMP. 5'-0" x 5'-0" FIXED 2'-6" x 4'-0" SINGLE HUNG 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 5'-0" x 5'-0" FIXED OPT. @ MASTER BATH @ BED 4 OPTION @ BED 4 OPTION FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" BEDROOM 4 OPT. SCALE: 1/4" = 1'-0" SECOND FLOOR PLAN SCALE: 1/4" = 1'-0"
2'-11
1 2
" 12'-4" 5'-3
1 2
" 17'-9
1 2
" 24'-8
1 2
" 7'-0"
54'-6"
5'-0" 20'-9" 3'-8" 5'-3
1 2
" 10'-7" 35'-0"
2'-7
1 2
" 8'-11" 1'-6" 5'-0"
7'-0" 18'-3" 7'-7" 6'-3
1 2
" 15'-4
1 2
"
54'-6" 1'-6" 15'-0" 1'-6" 5'-11" 7'-0" 3'-9
1 2 5'-0" 5'-0"
" 18'-0" 17'-0" 35'-0" 20'-5
1 2 4'-5 " 1
2 " 3'-9" 6'-0
1 2
" 3'-5
1 2
"
7'-8" 3'-1
1 2
" 7'-11
1 2
" 3'-6"
8'-2
1 2
"
2'-4" 5'-5
1 2
" 4'-6
1 2
" 3'-11
1 2
" 4'-5
1 2
"
3'-9
1 2
" 3'-9
1 2
" 2'-11
1 2
"
2'-2
1 2
"
1'-6" 5'-0"
A
K
B
C
J
I
H
G
F
E
D 01 02 06 04 07 03 05
AA3.1
BA3.1 GARAGE 9' CLG. CONC. 19 GREAT ROOM 9' CLG. VINYL PLANK KITCHEN 9' CLG. VINYL PLANK BATH 3 9' CLG. VINYL PLANK ENTRY 9' CLG. VINYL PLANK DEN 9' CLG. VINYL PLANK 29 08 23 +8'-0" 23 +8'-0" 01 02 03040707 13 38 27 2425 15 28 16 18 PATIO 9' CLG. CONC. 21 23 +8'-6" 23 +8'-6" 23 +8'-6" 33 3334 17 36 22 5'-0" 4'-8" 26 6'-3" 5'-6" 6'-3"
2'-3
1 2
" 9'-9"
24'-6
1 2
" 17'-11
1 2
" 3'-11
1 2
" 18'-0" 17'-0" 35'-0"
8'-3" 3'-10
1 2
" 5'-5" 5'-5" 2'-3
1 2
"
10'-5"
3'-11"
10'-11
1 2
" 11'-4
1 2
" 32'-9" 5'-5" 15'-3" 19'-9" 35'-0" 3'-5" 3'-10
1 2
"
12'-10
1 2
" 3'-11" 6'-4
1 2
" 2'-7" 10'-3
1 2
"
5'-6
1 2
" 5'-6
1 2
"
1'-6"
5'-10
1 2
" 5'-1"9'-8" 2'-9" 1'-6"
3'-6" 6'-3
1 2
" 2'-0" 3'-9" 4'-3
1 2
" 1'-11
1 2
" 4'-7" 1'-7"
1'-3
1 2
"
1'-7"
42'-6" 4'-2
1 2
"
41'-0"
T
S
R
P
O
N
L
W
V
U 17 14 08 13 09 11 12 10 16 15
M
Q 11'-10"
AA3.1
BA3.1 MASTER BEDROOM 8' CLG. CARPET MASTER BATH 8' CLG. VINYL PLANK MASTER CLOSET 8' CLG. CARPET LAUNDRY 8' CLG. VINYL PLANK BATH 2 8' CLG. VINYL PLANK BEDROOM 2 8' CLG. CARPET BEDROOM 3 8' CLG. CARPET 17 17 17 29 10 12 08 08 23 +7'-0" 0506 0907 07 09 11 15 36 36 37 37 1'-0" 2'-0" 39TYP. 39TYP. 20 18 19 11'-10"
L 17 7'-10" BEDROOM 4 8' CLG. CARPET
3'-9
1 2
" 4'-0" 37 BATH 2 8' CLG. VINYL PLANK 08 11 0936 DUAL SINKS @ BATH 2 SCALE: 1/4" = 1'-0" A1.3
TRADITIONAL RANCH
7030 N. FRUIT AVE. SUITE 101
FRESNO , CALIFORNIA 93711
PHONE: (559) 435-9700 FAX: (559) 435-9707
CONTR. LIC. # 822555
SHEET
14567 REVISIONS MODEL PLOT DATE: PLAN CHECK NUMBER STD PLN # 2250 09/05/2025 PLAN 2250
"ALL RIGHTS RESERVED" 3
B E ONADELL
HOMES INC.
THE ABOVE DRAWINGS, SPECIFICATIONS,
IDEAS AND DESIGNS ARE THE PROPERTY
OF BONADELLE HOMES INC. AND MAY NOT
BE REPRODUCED, CHANGE OR COPIED IN
ANY FORM WITHOUT THE PERMISSION OF
BONADELLE HOMES INC.
2 FLOOR KEYNOTES 01 REFRIGERATOR (N.I.C.) - PROVIDE COLD WATER STUB. 02 DISHWASHER 03 DOUBLE SINK W/ DISPOSAL 04 30" COOKTOP w/ HOOD ABV. (MICROWAVE HOOD OPT.) PER MFG'S SPECIFICATIONS.VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. PROVIDE ANTI-TILT LOCK. 05 WASHER (N.I.C). 06 DRYER (N.I.C.) - VENT TO OUTSIDE AIR A MIN. 4" DIA MOISTER EXHAUST DUCT PER SECTION 504.0 . A (14'-0" MAX. RUN PER C.M.C. SECTION 906) - PLUMB FOR OPTIONAL GAS. INSTALL DRYER BOX IN WALL FOR VENTING. 07 LAVATORY SET IN SOLID SURFACE COUNTERTOP WITH CABINETS BELOW. 08 LOW FLOW WATER CLOSET W/ MAXIMUM FLUSH OF OF 1.28 GALLONS PER FLUSH (TYPICAL) PER CRC R327.1.1 GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON BACK OF WALL OF TOILET & SLAB FLOOR SHALL PROVIDE REINFORCEMENT FOR FLOOR MOUNTED GRAB BARS. SEE DET. 1/D1.3. 09 VANITY MIRROR. 10 OVAL TUB w/12" TILE SPLASH & DECK 11 LASCO MODEL #102422P FIBERGLASS TUB/ SHOWER COMBO UNIT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SHOWER GLASS DOOR TO BE TEMP. & MIN. 22" WIDE. GLASS TUB/SHOWER SEPARATOR TO BE TEMPERED. SEE OPTIONAL PLAN. 12 SHOWER W/ TILE 72" MIN. O/ USE OF FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS , w/2"-9" MAX. CURB. PROVIDE TEMPERED GLASS ENCLOSURE AS REQUIRED. MIN 22" TEMP DOOR. THE WATER RESISTANT GYP BOARD SHALL NOT BE INSTALLED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREA SUBJECT TO HIGH HUMIDITY. R702.3.8.1 13 50 GALLON ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR CLEARANCE. 14 PEDESTAL SINK 15 LINE OF UPPER CABINET. 16 GRANITE COUNTERTOP w/ CABINETS BELOW 17 (1) SHELF AND (1) POLE. 18 1-3/8" THK. SOLID CORE DOOR W/ SELF CLOSING HINGES AND SELF-LATCHING. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 19 ONE LAYER OF 5/8" THK. TYPE 'X' GYP. BD. TYPICAL AT ALL HOUSE/GARAGE COMMON WALLS. APPLY TO ENTIRE GARAGE WALL & CEILING. 20 30"x30" ATTIC ACCESS TO BE WEATHER STRIPPED & INSULATION EQUIVALENT TO THAT OF THE CEILING SHALL BE INSTALLED ON ACCESS PANEL 21 CONCRETE PORCH/PATIO SLAB - BROOM FINISH (SLOPE AWAY FROM BUILDING). 22 A/C CONDENSING UNIT ON PRE-CAST CONCRETE PAD. 23 FLAT SOFFIT @ +8'-0". 24 TELECOMMUNICATION SERVICE TO RESIDENCE. 25 ELECTRICAL SERVICE TO RESIDENCE. 26 6x6 D.F. RESAWN POST - SEE ELEVATION 27 CONC. STOOP AT GARAGE MAN DOOR - (BROOM FINISH) SLOPE AWAY FROM BLDG. 28 30" OVEN / MICROWAVE COMBO 29 STAIRS, SEE DET. 2/D1.3. 30 NOT USED. 31 2x6 PONY WALL. 32 NOT USED. 33 LINE OF FLOOR ABOVE 34 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 35 PANTRY w/ (5) SHELVES 36 TOWEL RING @ 59" w/ BLOCKING 37 TOWEL BAR @ 51" w/ BLOCKING 38 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 39 GRAB BAR REINFORCEMENT TO BE INSTALLED PER CRC R327.1.1 AT THE BACK AND SIDE WALL OF THE WATER CLOSET, CONTINUOUS AROUND THE SHOWER, AND CONTINUOUS AT THE BACK WALL AND EACH END OF THE TUB w/ FLOOR MOUNTED GRAB BAR REINFORCEMENT WHERE APPLICABLE. FLOOR NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ALL SPECIAL BOLTS, STRAPS AND HOLDOWNS 2. SEE N SHEETS FOR GENERAL NOTES 3. SEE D SHEETS FOR GENERAL DETAILS 4. LABELED SAFETY GLASS IS REQUIRED IN TUB/SHOWER ENCLOSURES & GLAZING WITHIN 60" FORM BOTTOM OF TUBS/SHOWERS. (OPTIONAL) 5 MAXIMUM SILL HEIGHT OF 44 INCHES FROM THE BOTTOM OF THE CLEAR OPENING ABOVE THE FLOOR IN SLEEPING ROOMS FOR ALL WINDOWS USED FOR EMERGENCY EXITS, WITH MINIMUM 821 SQ.IN. (24" WIDE x 20" HIGH CLR. OPENING) 6. WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATD MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE 24" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F 2090, THE GUARD MAY NOT HAVE OPENINGS THAT A 4" SPHERE IN DIAMETER CAN PASS THRU 7. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 8. INSTANTANEOUS WATER HEATERS WITH INPUT RATING GREATER THAN 6.8kBTU/hr (2-kw) SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN VALVES ARE CLOSED. PER CA ENERGY CODE 110.3(c)7 9. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. 10. A SHEETROCK NAILING INSPECTION IS REQUIRED -2022 CRC R109.1.4.2 & 2022 CBC 110.3.5 & CLOVIS MUNICIPAL CODE (CMC) SECT. 305.5(4) & (5). VALUES OR NOTES ENERGY COMPLIANCE SCHEDULE REQUIREMENT WALL INSULATION 2x4=R-15, 2x6=R-21 ATTIC INSULATION R-30 FLOOR INSULATION R-19 DUCT INSULATION R-6.0 HVAC HEATING 0.95 AFUE HVAC COOLING 15.2 SEER 0.91 ENERGY FACTOR LIGHTING SEE ELECTRICAL SHEETS HERS HIGH ENERGY EFFICIENCY RATIO (EER) PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION WATER HEATER ROOF REQUIRED COMP. ROOF EXT. FOAM INSULATION 1" THK. FOAM INSULATION R-4.0 HERS DUCT LEAKAGE TESTING HERS HIGH EFFICIENCY INSULATION INSTALL ROOF DECK INSULATION R-13 WALL LEGEND 2x4 STD. GR. STUDS @16" O.C. w/R-15 INSULATION @EXT. WALLS U.N.O. 2x6 STUDS @16" O.C. w/R-21 INSULATION @ EXT. WALLS U.N.O. DOOR SCHEDULE SYMBOL DIMENSIONS TYPE REMARKS 010203040506070809 WINDOW SCHEDULE SYMBOL A B C D E F G H J K UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, PROVIDE GASKET OR WEATHERSTIPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL FIBERGLASS ENTRY DOOR ALUM. 3'-0" x 8'-0" 8'-0" x 7'-0" 5'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR L 101112131415 I 2'-8" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE 3'-0" x 6'-8" SINGLE 2'-8" x 6'-8" 2'-4" x 6'-8" SINGLE 2'-6" x 6'-8" BI-PASS 3'-0" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 5'-0" x 6'-8" GARAGE DOORS SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE GARAGE DOOR MANUFACTURER. THE LABEL SHALL IDENTIFY THE GARAGE DOOR MANUFACTURER, THE GARAGE DOOR MODEL/SERIES NUMBER, THE POSITIVE AND NEGATIVE DESIGN WIND PRESSURE RATING, THE INSTALLATION INSTRUCTION DRAWING REFERENCE NUMBER, AND THE APPLICABLE TEST STANDARD. [R609.4.1] SINGLE M N O P Q R S T U V 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" 3'-0" x 5'-0" 6'-0" x 5'-0" FIXED 6'-0" x 5'-0" SLIDER TEMP. 2'-0" x 4'-0" 2'-0" x 5'-0" W SINGLE 2'-6" x 6'-8" SINGLE 16 BI-PASS 4'-6" x 6'-8" 17 3'-0" x 6'-8" 18 2'-6" x 6'-8" 19 2'-4" x 6'-8" SINGLE SINGLE 3'-0" x 6'-8" SINGLE SINGLE 3'-0" x 5'-0" SINGLE HUNG SINGLE HUNG SINGLE HUNG SLIDER 6'-0" x 8'-0" SL. GLASS DR. SINGLE HUNG TEMP. SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER 2'-0" x 4'-0" SINGLE HUNG TEMP. 2'-6" x 4'-0" FIXED TEMP. 5'-0" x 5'-0" FIXED 2'-6" x 4'-0" SINGLE HUNG 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 5'-0" x 5'-0" FIXED OPT. @ MASTER BATH @ BED 4 OPTION @ BED 4 OPTION FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" BEDROOM 4 OPT. SCALE: 1/4" = 1'-0" SECOND FLOOR PLAN SCALE: 1/4" = 1'-0"
LEFT ELEVATION FRONT ELEVATION
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+8'-1" PLT. HT.
+28-0" T.O. RIDGE
01 01
01 TYP.
02 TYP.
02 TYP.
02 04
05 12
07 07
07 08
10 TYP.
12 12
13 14
14 FIN. FLR.
13 +9'-1" PLT. HT.
+0'-0" FIN. FLR.
+8'-1" PLT. HT.
+28'-0" T.O. RIDGE
FIN. FLR.
05 06
REAR ELEVATION RIGHT ELEVATION
06 08
TYP.
02 10
TYP.
A2.1 AMERICAN TRADITIONAL
EXTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0" 7030 N. FRUIT AVE. SUITE 101 FRESNO , CALIFORNIA 93711 PHONE: (559) 435-9700 FAX: (559) 435-9707 CONTR. LIC. # 822555 SHEET 14567
REVISIONS
MODEL
PLOT DATE:
PLAN CHECK NUMBER
STD PLN #
2250
09/05/2025PLAN 2250 "ALL RIGHTS RESERVED" 3 B E ONADELL HOMES INC. THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS AND DESIGNS ARE THE PROPERTY OF BONADELLE HOMES INC. AND MAY NOT BE REPRODUCED, CHANGE OR COPIED IN ANY FORM WITHOUT THE PERMISSION OF BONADELLE HOMES INC. 2 1 CONTRACTOR TO PROVIDE ADDITIONAL STUCCO JOINTS AS NEEDED TO MINIMIZE CRACKING. 2 PROVIDE G.I. SHEET METAL FLASHING AND COUNTER-FLASHING AS REQUIRED COMPLY TO 2022 CRC 3 ALL WINDOWS TO BE DUAL GLAZED VINYL "LOW-E" w/ FINISH PER DEVELOPER - PROVIDE MUNTINS AS SHOWN.
ELEVATION KEYNOTES
ELEVATION NOTES
1. COMPOSITION ASPHALT ROOFING. PER THE CF1R ENERGY CALCULATION, ROOFING MATERIAL SHALL HAVE A SOLAR REFLECTANCE OF AT LEAST 0.16.
2. 2-COAT CEMENT PLASTER o/1" THK. FOAM w/ (2) LAYER GRADE "D" PAPER,UNDER THE CEMENT PLASTER COVERING WHEN APPLIED OVER WOOD SHEATHING w/ LATH AND WEEP SCREED APPLY CEMENT PLASTER o/ 3.4# HIGH-RIB METAL LATH AT EXTERIOR CEILINGS, OVERHANGS, AND OTHER HORIZONTAL SURFACES, ETC..
ESR#2535
3. ICC ESR#2586 APPROVED THERMAL BARRIER PROTECTION BEHIND 2-COAT STUCCO SYSTEM AT EXPOSED GABLE END ATTIC SPACE OR 1/2" SHEET ROCK APPROVED EQ.
4. MANUFACTURED STONE VENEER:
ELDORADO STONE VENEER: LIGHTWEIGHT AGGREGATE, PORTLAND CEMENT AND IRON OXIDES. CODE CERTIFICATION: ESR-1215 FA/VA MATERIAL RELEASE #910 UNDERWRITER'S LABORATORIES CLASSIFICATION #546T. INSTALL
MANUFACTURED STONE VENEER PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL VENEER PRODUCT OVER METAL LATH w/ ONE PART TYPE "M" MORTAR AND TWO PARTS MASONRY SAND. VENEER MATERIAL IS LIGHTWEIGHT AND NEEDS NO FOUNDATION SUPPORT.
5. FIBER CEMENT LAP SIDING o/ BUILDING PAPER, INSTALL PER MFGR'S. SPECS.
6. 4” FIBER CEMENT TRIM
7. 2x6 FASCIA, TYP.
8. GABLE END VENT, REFER TO STRUCTURAL ROOF PLANS FOR SIZE AND COUNT.
9. DECORATIVE FOAM CORBELS.
10. 1/2" EXPANSION JOINTS INSTALLED @ TIME OF LATH.
11. 6x6 D.F. RE-SAWN POST.
12. FOAM TRIM w/ STUCCO FINISH, EXTEND 3” PAST OPENING.
13. DECORATIVE SHUTTERS PERMANENTLY AFFIXED TO EXTEIOR WALL.CP
14. FINISHED GRADE SLOPE REQUIRED TO FALL AWAY FROM STRUCTURE. LOT SHALL
BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS, THE GRADE SHALL FALL A MIN. OF 6" WITHIN THE FIRST 10 FT. (CRC R401.3)..
LEFT ELEVATION FRONT ELEVATION
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+8'-1" PLT. HT.
+25-3" T.O. RIDGE 01 01
01 TYP.
02 TYP.
02 TYP.
02 04
05 12
07 07
07 08
10 TYP.
12 12
13 14
14 FIN. FLR.
13 +9'-1" PLT. HT.
+0'-0" FIN. FLR.
+8'-1" PLT. HT.
+25'-3" T.O. RIDGE
FIN. FLR.
REAR ELEVATION RIGHT ELEVATION
06 08
TYP.
02 10
TYP.
12 04
A2.2 CRAFTSMAN
EXTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0" 7030 N. FRUIT AVE. SUITE 101 FRESNO , CALIFORNIA 93711 PHONE: (559) 435-9700 FAX: (559) 435-9707 CONTR. LIC. # 822555 SHEET 14567
REVISIONS
MODEL
PLOT DATE:
PLAN CHECK NUMBER
STD PLN #
2250
09/05/2025PLAN 2250 "ALL RIGHTS RESERVED" 3 B E ONADELL HOMES INC. THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS AND DESIGNS ARE THE PROPERTY OF BONADELLE HOMES INC. AND MAY NOT BE REPRODUCED, CHANGE OR COPIED IN ANY FORM WITHOUT THE PERMISSION OF BONADELLE HOMES INC. 2 1 CONTRACTOR TO PROVIDE ADDITIONAL STUCCO JOINTS AS NEEDED TO MINIMIZE CRACKING. 2 PROVIDE G.I. SHEET METAL FLASHING AND COUNTER-FLASHING AS REQUIRED COMPLY TO 2022 CRC 3 ALL WINDOWS TO BE DUAL GLAZED VINYL "LOW-E" w/ FINISH PER DEVELOPER - PROVIDE MUNTINS AS SHOWN.
ELEVATION KEYNOTES
ELEVATION NOTES
1. COMPOSITION ASPHALT ROOFING. PER THE CF1R ENERGY CALCULATION, ROOFING MATERIAL SHALL HAVE A SOLAR REFLECTANCE OF AT LEAST 0.16.
2. 2-COAT CEMENT PLASTER o/1" THK. FOAM w/ (2) LAYER GRADE "D" PAPER,UNDER THE CEMENT PLASTER COVERING WHEN APPLIED OVER WOOD SHEATHING w/ LATH AND WEEP SCREED APPLY CEMENT PLASTER o/ 3.4# HIGH-RIB METAL LATH AT EXTERIOR CEILINGS, OVERHANGS, AND OTHER HORIZONTAL SURFACES, ETC..
ESR#2535
3. ICC ESR#2586 APPROVED THERMAL BARRIER PROTECTION BEHIND 2-COAT STUCCO SYSTEM AT EXPOSED GABLE END ATTIC SPACE OR 1/2" SHEET ROCK APPROVED EQ.
4. MANUFACTURED STONE VENEER:
ELDORADO STONE VENEER: LIGHTWEIGHT AGGREGATE, PORTLAND CEMENT AND IRON OXIDES. CODE CERTIFICATION: ESR-1215 FA/VA MATERIAL RELEASE #910 UNDERWRITER'S LABORATORIES CLASSIFICATION #546T. INSTALL
MANUFACTURED STONE VENEER PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL VENEER PRODUCT OVER METAL LATH w/ ONE PART TYPE "M" MORTAR AND TWO PARTS MASONRY SAND. VENEER MATERIAL IS LIGHTWEIGHT AND NEEDS NO FOUNDATION SUPPORT.
5. FIBER CEMENT LAP SIDING o/ BUILDING PAPER, INSTALL PER MFGR'S. SPECS.
6. 4” FIBER CEMENT TRIM
7. 2x6 FASCIA, TYP.
8. GABLE END VENT, REFER TO STRUCTURAL ROOF PLANS FOR SIZE AND COUNT.
9. DECORATIVE FOAM CORBELS.
10. 1/2" EXPANSION JOINTS INSTALLED @ TIME OF LATH.
11. 6x6 D.F. RE-SAWN POST.
12. FOAM TRIM w/ STUCCO FINISH, EXTEND 3” PAST OPENING.
13. DECORATIVE SHUTTERS PERMANENTLY AFFIXED TO EXTEIOR WALL.CP
14. FINISHED GRADE SLOPE REQUIRED TO FALL AWAY FROM STRUCTURE. LOT SHALL
BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS, THE GRADE SHALL FALL A MIN. OF 6" WITHIN THE FIRST 10 FT. (CRC R401.3)..
LEFT ELEVATION FRONT ELEVATION
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+8'-1" PLT. HT.
+27-10" T.O. RIDGE
01 01
01 TYP.
02 TYP.
02 TYP.
02 04
05 06
07 07
07 08
10 TYP.
12 12
13 14
14 FIN. FLR.
13 +9'-1" PLT. HT.
+0'-0" FIN. FLR.
+8'-1" PLT. HT.
+27'-10" T.O. RIDGE
FIN. FLR.
05 06
REAR ELEVATION RIGHT ELEVATION
06 08
TYP.
02 10
TYP.
FASCIA: 512"
A2.3 TRADITIONAL RANCH
EXTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0" 7030 N. FRUIT AVE. SUITE 101 FRESNO , CALIFORNIA 93711 PHONE: (559) 435-9700 FAX: (559) 435-9707 CONTR. LIC. # 822555 SHEET 14567
REVISIONS
MODEL
PLOT DATE:
PLAN CHECK NUMBER
STD PLN #
2250
09/05/2025PLAN 2250 "ALL RIGHTS RESERVED" 3 B E ONADELL HOMES INC. THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS AND DESIGNS ARE THE PROPERTY OF BONADELLE HOMES INC. AND MAY NOT BE REPRODUCED, CHANGE OR COPIED IN ANY FORM WITHOUT THE PERMISSION OF BONADELLE HOMES INC. 2 1 CONTRACTOR TO PROVIDE ADDITIONAL STUCCO JOINTS AS NEEDED TO MINIMIZE CRACKING. 2 PROVIDE G.I. SHEET METAL FLASHING AND COUNTER-FLASHING AS REQUIRED COMPLY TO 2022 CRC 3 ALL WINDOWS TO BE DUAL GLAZED VINYL "LOW-E" w/ FINISH PER DEVELOPER - PROVIDE MUNTINS AS SHOWN.
ELEVATION KEYNOTES
ELEVATION NOTES
1. COMPOSITION ASPHALT ROOFING. PER THE CF1R ENERGY CALCULATION, ROOFING MATERIAL SHALL HAVE A SOLAR REFLECTANCE OF AT LEAST 0.16.
2. 2-COAT CEMENT PLASTER o/1" THK. FOAM w/ (2) LAYER GRADE "D" PAPER,UNDER THE CEMENT PLASTER COVERING WHEN APPLIED OVER WOOD SHEATHING w/ LATH AND WEEP SCREED APPLY CEMENT PLASTER o/ 3.4# HIGH-RIB METAL LATH AT EXTERIOR CEILINGS, OVERHANGS, AND OTHER HORIZONTAL SURFACES, ETC..
ESR#2535
3. ICC ESR#2586 APPROVED THERMAL BARRIER PROTECTION BEHIND 2-COAT STUCCO SYSTEM AT EXPOSED GABLE END ATTIC SPACE OR 1/2" SHEET ROCK APPROVED EQ.
4. MANUFACTURED STONE VENEER:
ELDORADO STONE VENEER: LIGHTWEIGHT AGGREGATE, PORTLAND CEMENT AND IRON OXIDES. CODE CERTIFICATION: ESR-1215 FA/VA MATERIAL RELEASE #910 UNDERWRITER'S LABORATORIES CLASSIFICATION #546T. INSTALL
MANUFACTURED STONE VENEER PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL VENEER PRODUCT OVER METAL LATH w/ ONE PART TYPE "M" MORTAR AND TWO PARTS MASONRY SAND. VENEER MATERIAL IS LIGHTWEIGHT AND NEEDS NO FOUNDATION SUPPORT.
5. FIBER CEMENT LAP SIDING o/ BUILDING PAPER, INSTALL PER MFGR'S. SPECS.
6. 4” FIBER CEMENT TRIM
7. 2x6 FASCIA, TYP.
8. GABLE END VENT, REFER TO STRUCTURAL ROOF PLANS FOR SIZE AND COUNT.
9. DECORATIVE FOAM CORBELS.
10. 1/2" EXPANSION JOINTS INSTALLED @ TIME OF LATH.
11. 6x6 D.F. RE-SAWN POST.
12. FOAM TRIM w/ STUCCO FINISH, EXTEND 3” PAST OPENING.
13. DECORATIVE SHUTTERS PERMANENTLY AFFIXED TO EXTEIOR WALL.CP
14. FINISHED GRADE SLOPE REQUIRED TO FALL AWAY FROM STRUCTURE. LOT SHALL
BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS, THE GRADE SHALL FALL A MIN. OF 6" WITHIN THE FIRST 10 FT. (CRC R401.3)..
27 4'-10" 5'-0" 5'-0" 4'-11"
1'-6" 6'-6
1 2
"
5'-3
1 2
"
2'-3
1 2
" 13'-3" 8'-1
1 2
" 8'-0
1 2
" 18'-0"
24'-3
1 2
"
5'-3
1 2
" 2'-2
1 2
" 4'-0"
12'-1" 3'-11
1 2
" 5'-10" 7'-7" 25'-10
1 2
" 55'-4" 3'-8" 20'-9" 35'-0"
7'-3" 2'-7"13'-5" 6'-5"
2'-9
1 2
" 1'-2" 3'-10
1 2
" 6'-6" 3'-7" 3'-5
1 2
"
8'-0" 8'-5
1 2
"
3'-8"
3'-9
1 2
" 5'-1"
6'-1
1 2
" 3'-6"5'-8
1 2
" 4'-6"
1'-8" PATIO 9' CLG. CONC. 21 GREAT ROOM 9' CLG. VINYL PLANK 33 DINING 9' CLG. VINYL PLANK KITCHEN 9' CLG. VINYL PLANK GARAGE 9' CLG. CONC. 19 BATH 3 9' CLG. VINYL PLANK ENTRY 9' CLG. VINYL PLANK FLEX/ OPT. BEDROOM 5 8' CLG. CARPET 02 03 01 02 03 04 05 06 0708 AE
H
G
F
I
J
K
L 23 +8'-0" 23 23 +8'-0" +8'-0" 23 08 07 09 36 13 38 33 17 18 01 041516 23 +8'-6" 23 +8'-6" 22 34 28 BA3.1
AA3.1 2425 35 15'-3"
10" 10'-7" 10"
4'-2" 3'-10" 5'-3
1 2
"
55'-4"
5'-0" 19'-9"
A FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" A1.1
AMERICAN TRADITIONAL
7030 N. FRUIT AVE. SUITE 101
FRESNO , CALIFORNIA 93711
PHONE: (559) 435-9700 FAX: (559) 435-9707
CONTR. LIC. # 822555
SHEET
14567 REVISIONS MODEL PLOT DATE: PLAN CHECK NUMBER STD PLN # 2440 09/05/2025 PLAN 2440
"ALL RIGHTS RESERVED" 3
B E ONADELL
HOMES INC.
THE ABOVE DRAWINGS, SPECIFICATIONS,
IDEAS AND DESIGNS ARE THE PROPERTY
OF BONADELLE HOMES INC. AND MAY NOT
BE REPRODUCED, CHANGE OR COPIED IN
ANY FORM WITHOUT THE PERMISSION OF
BONADELLE HOMES INC.
2 FLOOR KEYNOTES 01 REFRIGERATOR (N.I.C.) - PROVIDE COLD WATER STUB. 02 DISHWASHER 03 DOUBLE SINK W/ DISPOSAL 04 30" COOKTOP w/ HOOD ABV. (MICROWAVE HOOD OPT.) PER MFG'S SPECIFICATIONS.VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. PROVIDE ANTI-TILT LOCK. 05 WASHER (N.I.C). 06 DRYER (N.I.C.) - VENT TO OUTSIDE AIR A MIN. 4" DIA MOISTER EXHAUST DUCT PER SECTION 504.0 . A (14'-0" MAX. RUN PER C.M.C. SECTION 906) - PLUMB FOR OPTIONAL GAS. INSTALL DRYER BOX IN WALL FOR VENTING. 07 LAVATORY SET IN SOLID SURFACE COUNTERTOP WITH CABINETS BELOW. 08 LOW FLOW WATER CLOSET W/ MAXIMUM FLUSH OF OF 1.28 GALLONS PER FLUSH (TYPICAL) PER CRC R327.1.1 GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON BACK OF WALL OF TOILET & SLAB FLOOR SHALL PROVIDE REINFORCEMENT FOR FLOOR MOUNTED GRAB BARS. SEE DET. 1/D1.3. 09 VANITY MIRROR. 10 OVAL TUB w/12" TILE SPLASH & DECK 11 LASCO MODEL #102422P FIBERGLASS TUB/ SHOWER COMBO UNIT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SHOWER GLASS DOOR TO BE TEMP. & MIN. 22" WIDE. GLASS TUB/SHOWER SEPARATOR TO BE TEMPERED. SEE OPTIONAL PLAN. 12 SHOWER W/ TILE 72" MIN. O/ USE OF FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS , w/2"-9" MAX. CURB. PROVIDE TEMPERED GLASS ENCLOSURE AS REQUIRED. MIN 22" TEMP DOOR. THE WATER RESISTANT GYP BOARD SHALL NOT BE INSTALLED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREA SUBJECT TO HIGH HUMIDITY. R702.3.8.1 13 50 GALLON ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR CLEARANCE. 14 PEDESTAL SINK 15 LINE OF UPPER CABINET. 16 GRANITE COUNTERTOP w/ CABINETS BELOW 17 (1) SHELF AND (1) POLE. 18 1-3/8" THK. SOLID CORE DOOR W/ SELF CLOSING HINGES AND SELF-LATCHING. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 19 ONE LAYER OF 5/8" THK. TYPE 'X' GYP. BD. TYPICAL AT ALL HOUSE/GARAGE COMMON WALLS. APPLY TO ENTIRE GARAGE WALL & CEILING. 20 30"x30" ATTIC ACCESS TO BE WEATHER STRIPPED & INSULATION EQUIVALENT TO THAT OF THE CEILING SHALL BE INSTALLED ON ACCESS PANEL 21 CONCRETE PORCH/PATIO SLAB - BROOM FINISH (SLOPE AWAY FROM BUILDING). 22 A/C CONDENSING UNIT ON PRE-CAST CONCRETE PAD. 23 FLAT SOFFIT @ +8'-0". 24 TELECOMMUNICATION SERVICE TO RESIDENCE. 25 ELECTRICAL SERVICE TO RESIDENCE. 26 6x6 D.F. RESAWN POST - SEE ELEVATION 27 CONC. STOOP AT GARAGE MAN DOOR - (BROOM FINISH) SLOPE AWAY FROM BLDG. 28 30" OVEN / MICROWAVE COMBO 29 STAIRS, SEE DET. 2/D1.3. 30 HANDRAIL/GUARDRAIL w/ 8" CURB. 31 2x6 PONY WALL. 32 WATERPROOF DECK COATING - HILLS BROS. CHEM. CO 'DESERT-CRETE', ICBO #4635 OR APPROVED EQUAL. INSTALL PER MFR RECOMMENDATIONS & ICBO REPORT. 33 LINE OF FLOOR ABOVE 34 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 35 PANTRY w/ (5) SHELVES 36 TOWEL RING @ 59" w/ BLOCKING 37 TOWEL BARD @ 51" w/ BLOCKING 38 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 39 GRAB BAR REINFORCEMENT TO BE INSTALLED PER CRC R327.1.1 AT THE BACK AND SIDE WALL OF THE WATER CLOSET, CONTINUOUS AROUND THE SHOWER, AND CONTINUOUS AT THE BACK WALL AND EACH END OF THE TUB w/ FLOOR MOUNTED GRAB BAR REINFORCEMENT WHERE APPLICABLE. 40 LINEN w/ 5 SHELVES FLOOR NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ALL SPECIAL BOLTS, STRAPS AND HOLDOWNS 2. SEE N SHEETS FOR GENERAL NOTES 3. SEE D SHEETS FOR GENERAL DETAILS 4. LABELED SAFETY GLASS IS REQUIRED IN TUB/SHOWER ENCLOSURES & GLAZING WITHIN 60" FORM BOTTOM OF TUBS/SHOWERS. (OPTIONAL) 5 MAXIMUM SILL HEIGHT OF 44 INCHES FROM THE BOTTOM OF THE CLEAR OPENING ABOVE THE FLOOR IN SLEEPING ROOMS FOR ALL WINDOWS USED FOR EMERGENCY EXITS, WITH MINIMUM 821 SQ.IN. (24" WIDE x 20" HIGH CLR. OPENING) 6. WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATD MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE 24" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F 2090, THE GUARD MAY NOT HAVE OPENINGS THAT A 4" SPHERE IN DIAMETER CAN PASS THRU 7. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 8. INSTANTANEOUS WATER HEATERS WITH INPUT RATING GREATER THAN 6.8kBTU/hr (2-kw) SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN VALVES ARE CLOSED. PER CA ENERGY CODE 110.3(c)7 9. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. 10. A SHEETROCK NAILING INSPECTION IS REQUIRED -2022 CRC R109.1.4.2 & 2022 CBC 110.3.5 & CLOVIS MUNICIPAL CODE (CMC) SECT. 305.5(4) & (5). VALUES OR NOTES ENERGY COMPLIANCE SCHEDULE REQUIREMENT WALL INSULATION 2x4=R-15, 2x6=R-21 ATTIC INSULATION R-30 FLOOR INSULATION R-19 DUCT INSULATION R-6.0 HVAC HEATING 0.95 AFUE HVAC COOLING 15.2 SEER 0.91 ENERGY FACTOR LIGHTING SEE ELECTRICAL SHEETS HERS HIGH ENERGY EFFICIENCY RATIO (EER) PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION WATER HEATER ROOF REQUIRED COMP. ROOF EXT. FOAM INSULATION 1" THK. FOAM INSULATION R-4.0 HERS DUCT LEAKAGE TESTING HERS HIGH EFFICIENCY INSULATION INSTALL ROOF DECK INSULATION R-13 WALL LEGEND 2x4 STD. GR. STUDS @16" O.C. w/R-15 INSULATION @EXT. WALLS U.N.O. 2x6 STUDS @16" O.C. w/R-21 INSULATION @ EXT. WALLS U.N.O. DOOR SCHEDULE SYMBOL DIMENSIONS TYPE REMARKS 010203040506070809 WINDOW SCHEDULE SYMBOL A B C D E F G H J K UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, PROVIDE GASKET OR WEATHERSTIPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL FIBERGLASS ENTRY DOOR ALUM. 3'-0" x 8'-0" 8'-0" x 7'-0" 3'-0" x 6'-8" FRENCH DOOR 5'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR L101112131415 I 2'-8" x 6'-8" SINGLE 3'-0" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE SINGLE SINGLE SINGLE GARAGE DOORS SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE GARAGE DOOR MANUFACTURER. THE LABEL SHALL IDENTIFY THE GARAGE DOOR MANUFACTURER, THE GARAGE DOOR MODEL/SERIES NUMBER, THE POSITIVE AND NEGATIVE DESIGN WIND PRESSURE RATING, THE INSTALLATION INSTRUCTION DRAWING REFERENCE NUMBER, AND THE APPLICABLE TEST STANDARD. [R609.4.1] SINGLE M N O P Q R S T U V SINGLE HUNG @ AMERICAN TRADITIONAL ELEVATION @ CRAFTSMAN ELEVATION W X Y TEMP. SINGLE SINGLE 161718 SINGLE 192021 2'-6" x 6'-8" 22 BI-PASS 6'-0" x 6'-8" SINGLE SINGLE SINGLE ZAABBCC SINGLE SINGLE 3'-0" x 6'-8" 2'-6" x 6'-8" 2'-4" x 6'-8" 2'-6" x 6'-8" 2'-8" x 6'-8" 2'-6" x 6'-8" 3'-0" x 6'-8" 2'-4" x 6'-8" 2'-4" x 6'-8" 5'-0" x 6'-8" BI-PASS SLIDER 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER @ RANCH ELEVATION 2'-0" x 5'-0" 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" 6'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG FIXED 8'-0" x 5'-0" XOX BED 4 OPTION BED 4 OPTION BED 5 OPTION BED 5 OPTION 3'-0" x 6'-8" 2'-4" x 6'-8" 6'-0" x 5'-0" SLIDER 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 8'-0" x 5'-0" XOX 4'-0" x 4'-6" FIXED 5'-0" x 5'-0" SLIDER TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" FIXED TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 23 3'-0" x 6'-8" PAIR OPTION @ FLEX
27 4'-10" 5'-0" 5'-0" 4'-11" 7'-6 18'-3" 1'-6" 1
2 " 7'-8
1 2
" 15'-3" 19'-9" 35'-0"
1'-6" 6'-6
1 2
"
5'-3
1 2
"
2'-3
1 2
" 13'-3" 8'-1
1 2
" 8'-0
1 2
" 18'-0"
24'-3
1 2
"
5'-3
1 2
" 2'-2
1 2
" 4'-0"
12'-1" 3'-11
1 2
" 5'-10" 7'-7" 25'-10
1 2
" 55'-4" 3'-8" 20'-9" 35'-0"
7'-3" 2'-7"13'-5" 6'-5"
2'-9
1 2
" 1'-2" 3'-10
1 2
" 6'-6" 3'-7" 3'-5
1 2
"
8'-0" 8'-5
1 2
"
3'-8"
3'-9
1 2
" 5'-1"
6'-1
1 2
" 3'-6"5'-8
1 2
" 4'-6"
1'-8" PATIO 9' CLG. CONC. 21 GREAT ROOM 9' CLG. VINYL PLANK 33 DINING 9' CLG. VINYL PLANK KITCHEN 9' CLG. VINYL PLANK GARAGE 9' CLG. CONC. 19 BATH 3 9' CLG. VINYL PLANK ENTRY 9' CLG. VINYL PLANK FLEX/ OPT. BEDROOM 5 8' CLG. CARPET 02 03 01 02 03 04 05 06 0708 AE
H
G
F
I
J
K
L 23 +8'-0" 23 23 +8'-0" +8'-0" 23 08 07 09 36 13 38 33 17 18 01 041516 23 +8'-6" 23 +8'-6" 22 34 28 BA3.1
AA3.1 2425 35 15'-3"
10" 10'-7" 10"
4'-1
1 2
" 3'-10"1'-10" 5'-3 1'-10" 1
2 " 19'-9"
24'-3
1 2
" 4'-11
1 2
"
B FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" A1.2
CRAFTSMAN
7030 N. FRUIT AVE. SUITE 101
FRESNO , CALIFORNIA 93711
PHONE: (559) 435-9700 FAX: (559) 435-9707
CONTR. LIC. # 822555
SHEET
14567 REVISIONS MODEL PLOT DATE: PLAN CHECK NUMBER STD PLN # 2440 09/05/2025 PLAN 2440
"ALL RIGHTS RESERVED" 3
B E ONADELL
HOMES INC.
THE ABOVE DRAWINGS, SPECIFICATIONS,
IDEAS AND DESIGNS ARE THE PROPERTY
OF BONADELLE HOMES INC. AND MAY NOT
BE REPRODUCED, CHANGE OR COPIED IN
ANY FORM WITHOUT THE PERMISSION OF
BONADELLE HOMES INC.
2 FLOOR KEYNOTES 01 REFRIGERATOR (N.I.C.) - PROVIDE COLD WATER STUB. 02 DISHWASHER 03 DOUBLE SINK W/ DISPOSAL 04 30" COOKTOP w/ HOOD ABV. (MICROWAVE HOOD OPT.) PER MFG'S SPECIFICATIONS.VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. PROVIDE ANTI-TILT LOCK. 05 WASHER (N.I.C). 06 DRYER (N.I.C.) - VENT TO OUTSIDE AIR A MIN. 4" DIA MOISTER EXHAUST DUCT PER SECTION 504.0 . A (14'-0" MAX. RUN PER C.M.C. SECTION 906) - PLUMB FOR OPTIONAL GAS. INSTALL DRYER BOX IN WALL FOR VENTING. 07 LAVATORY SET IN SOLID SURFACE COUNTERTOP WITH CABINETS BELOW. 08 LOW FLOW WATER CLOSET W/ MAXIMUM FLUSH OF OF 1.28 GALLONS PER FLUSH (TYPICAL) PER CRC R327.1.1 GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON BACK OF WALL OF TOILET & SLAB FLOOR SHALL PROVIDE REINFORCEMENT FOR FLOOR MOUNTED GRAB BARS. SEE DET. 1/D1.3. 09 VANITY MIRROR. 10 OVAL TUB w/12" TILE SPLASH & DECK 11 LASCO MODEL #102422P FIBERGLASS TUB/ SHOWER COMBO UNIT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SHOWER GLASS DOOR TO BE TEMP. & MIN. 22" WIDE. GLASS TUB/SHOWER SEPARATOR TO BE TEMPERED. SEE OPTIONAL PLAN. 12 SHOWER W/ TILE 72" MIN. O/ USE OF FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS , w/2"-9" MAX. CURB. PROVIDE TEMPERED GLASS ENCLOSURE AS REQUIRED. MIN 22" TEMP DOOR. THE WATER RESISTANT GYP BOARD SHALL NOT BE INSTALLED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREA SUBJECT TO HIGH HUMIDITY. R702.3.8.1 13 50 GALLON ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR CLEARANCE. 14 PEDESTAL SINK 15 LINE OF UPPER CABINET. 16 GRANITE COUNTERTOP w/ CABINETS BELOW 17 (1) SHELF AND (1) POLE. 18 1-3/8" THK. SOLID CORE DOOR W/ SELF CLOSING HINGES AND SELF-LATCHING. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 19 ONE LAYER OF 5/8" THK. TYPE 'X' GYP. BD. TYPICAL AT ALL HOUSE/GARAGE COMMON WALLS. APPLY TO ENTIRE GARAGE WALL & CEILING. 20 30"x30" ATTIC ACCESS TO BE WEATHER STRIPPED & INSULATION EQUIVALENT TO THAT OF THE CEILING SHALL BE INSTALLED ON ACCESS PANEL 21 CONCRETE PORCH/PATIO SLAB - BROOM FINISH (SLOPE AWAY FROM BUILDING). 22 A/C CONDENSING UNIT ON PRE-CAST CONCRETE PAD. 23 FLAT SOFFIT @ +8'-0". 24 TELECOMMUNICATION SERVICE TO RESIDENCE. 25 ELECTRICAL SERVICE TO RESIDENCE. 26 6x6 D.F. RESAWN POST - SEE ELEVATION 27 CONC. STOOP AT GARAGE MAN DOOR - (BROOM FINISH) SLOPE AWAY FROM BLDG. 28 30" OVEN / MICROWAVE COMBO 29 STAIRS, SEE DET. 2/D1.3. 30 HANDRAIL/GUARDRAIL w/ 8" CURB. 31 2x6 PONY WALL. 32 WATERPROOF DECK COATING - HILLS BROS. CHEM. CO 'DESERT-CRETE', ICBO #4635 OR APPROVED EQUAL. INSTALL PER MFR RECOMMENDATIONS & ICBO REPORT. 33 LINE OF FLOOR ABOVE 34 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 35 PANTRY w/ (5) SHELVES 36 TOWEL RING @ 59" w/ BLOCKING 37 TOWEL BARD @ 51" w/ BLOCKING 38 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 39 GRAB BAR REINFORCEMENT TO BE INSTALLED PER CRC R327.1.1 AT THE BACK AND SIDE WALL OF THE WATER CLOSET, CONTINUOUS AROUND THE SHOWER, AND CONTINUOUS AT THE BACK WALL AND EACH END OF THE TUB w/ FLOOR MOUNTED GRAB BAR REINFORCEMENT WHERE APPLICABLE. 40 LINEN w/ 5 SHELVES FLOOR NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ALL SPECIAL BOLTS, STRAPS AND HOLDOWNS 2. SEE N SHEETS FOR GENERAL NOTES 3. SEE D SHEETS FOR GENERAL DETAILS 4. LABELED SAFETY GLASS IS REQUIRED IN TUB/SHOWER ENCLOSURES & GLAZING WITHIN 60" FORM BOTTOM OF TUBS/SHOWERS. (OPTIONAL) 5 MAXIMUM SILL HEIGHT OF 44 INCHES FROM THE BOTTOM OF THE CLEAR OPENING ABOVE THE FLOOR IN SLEEPING ROOMS FOR ALL WINDOWS USED FOR EMERGENCY EXITS, WITH MINIMUM 821 SQ.IN. (24" WIDE x 20" HIGH CLR. OPENING) 6. WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATD MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE 24" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F 2090, THE GUARD MAY NOT HAVE OPENINGS THAT A 4" SPHERE IN DIAMETER CAN PASS THRU 7. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 8. INSTANTANEOUS WATER HEATERS WITH INPUT RATING GREATER THAN 6.8kBTU/hr (2-kw) SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN VALVES ARE CLOSED. PER CA ENERGY CODE 110.3(c)7 9. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. 10. A SHEETROCK NAILING INSPECTION IS REQUIRED -2022 CRC R109.1.4.2 & 2022 CBC 110.3.5 & CLOVIS MUNICIPAL CODE (CMC) SECT. 305.5(4) & (5). VALUES OR NOTES ENERGY COMPLIANCE SCHEDULE REQUIREMENT WALL INSULATION 2x4=R-15, 2x6=R-21 ATTIC INSULATION R-30 FLOOR INSULATION R-19 DUCT INSULATION R-6.0 HVAC HEATING 0.95 AFUE HVAC COOLING 15.2 SEER 0.91 ENERGY FACTOR LIGHTING SEE ELECTRICAL SHEETS HERS HIGH ENERGY EFFICIENCY RATIO (EER) PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION WATER HEATER ROOF REQUIRED COMP. ROOF EXT. FOAM INSULATION 1" THK. FOAM INSULATION R-4.0 HERS DUCT LEAKAGE TESTING HERS HIGH EFFICIENCY INSULATION INSTALL ROOF DECK INSULATION R-13 WALL LEGEND 2x4 STD. GR. STUDS @16" O.C. w/R-15 INSULATION @EXT. WALLS U.N.O. 2x6 STUDS @16" O.C. w/R-21 INSULATION @ EXT. WALLS U.N.O. DOOR SCHEDULE SYMBOL DIMENSIONS TYPE REMARKS 010203040506070809 WINDOW SCHEDULE SYMBOL A B C D E F G H J K UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, PROVIDE GASKET OR WEATHERSTIPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL FIBERGLASS ENTRY DOOR ALUM. 3'-0" x 8'-0" 8'-0" x 7'-0" 3'-0" x 6'-8" FRENCH DOOR 5'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR L101112131415 I 2'-8" x 6'-8" SINGLE 3'-0" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE SINGLE SINGLE SINGLE GARAGE DOORS SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE GARAGE DOOR MANUFACTURER. THE LABEL SHALL IDENTIFY THE GARAGE DOOR MANUFACTURER, THE GARAGE DOOR MODEL/SERIES NUMBER, THE POSITIVE AND NEGATIVE DESIGN WIND PRESSURE RATING, THE INSTALLATION INSTRUCTION DRAWING REFERENCE NUMBER, AND THE APPLICABLE TEST STANDARD. [R609.4.1] SINGLE M N O P Q R S T U V SINGLE HUNG @ AMERICAN TRADITIONAL ELEVATION @ CRAFTSMAN ELEVATION W X Y TEMP. SINGLE SINGLE 161718 SINGLE 192021 2'-6" x 6'-8" 22 BI-PASS 6'-0" x 6'-8" SINGLE SINGLE SINGLE ZAABBCC SINGLE SINGLE 3'-0" x 6'-8" 2'-6" x 6'-8" 2'-4" x 6'-8" 2'-6" x 6'-8" 2'-8" x 6'-8" 2'-6" x 6'-8" 3'-0" x 6'-8" 2'-4" x 6'-8" 2'-4" x 6'-8" 5'-0" x 6'-8" BI-PASS SLIDER 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER @ RANCH ELEVATION 2'-0" x 5'-0" 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" 6'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG FIXED 8'-0" x 5'-0" XOX BED 4 OPTION BED 4 OPTION BED 5 OPTION BED 5 OPTION 3'-0" x 6'-8" 2'-4" x 6'-8" 6'-0" x 5'-0" SLIDER 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 8'-0" x 5'-0" XOX 4'-0" x 4'-6" FIXED 5'-0" x 5'-0" SLIDER TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" FIXED TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 23 3'-0" x 6'-8" PAIR OPTION @ FLEX
27 4'-10" 5'-0" 5'-0" 4'-11" 7'-6 18'-3" 1'-6" 1
2 " 7'-8
1 2
" 15'-3" 19'-9" 35'-0"
1'-6" 6'-6
1 2
"
5'-3
1 2
"
2'-3
1 2
" 13'-3" 8'-1
1 2
" 8'-0
1 2
" 18'-0"
24'-3
1 2
"
5'-3
1 2
" 2'-2
1 2
" 4'-0"
12'-1" 3'-11
1 2
" 5'-10" 7'-7" 25'-10
1 2
" 55'-4" 3'-8" 20'-9" 35'-0"
7'-3" 2'-7"13'-5" 6'-5"
2'-9
1 2
" 1'-2" 3'-10
1 2
" 6'-6" 3'-7" 3'-5
1 2
"
8'-0" 8'-5
1 2
"
3'-8"
3'-9
1 2
" 5'-1"
6'-1
1 2
" 3'-6"5'-8
1 2
" 4'-6"
1'-8" PATIO 9' CLG. CONC. 21 GREAT ROOM 9' CLG. VINYL PLANK 33 DINING 9' CLG. VINYL PLANK KITCHEN 9' CLG. VINYL PLANK GARAGE 9' CLG. CONC. 19 BATH 3 9' CLG. VINYL PLANK ENTRY 9' CLG. VINYL PLANK FLEX/ OPT. BEDROOM 5 8' CLG. CARPET 02 03 01 02 03 04 05 06 0708 AE
H
G
F
I
J
K
L 23 +8'-0" 23 23 +8'-0" +8'-0" 23 08 07 09 36 13 38 33 17 18 01 041516 23 +8'-6" 23 +8'-6" 22 34 28 BA3.1
AA3.1 2425 35 4'-10
1 2 10'-7"
" 3'-1" 19'-7"
55'-4"
5'-0"
C 26 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" A1.3
TRADITIONAL RANCH
7030 N. FRUIT AVE. SUITE 101
FRESNO , CALIFORNIA 93711
PHONE: (559) 435-9700 FAX: (559) 435-9707
CONTR. LIC. # 822555
SHEET
14567 REVISIONS MODEL PLOT DATE: PLAN CHECK NUMBER STD PLN # 2440 09/05/2025 PLAN 2440
"ALL RIGHTS RESERVED" 3
B E ONADELL
HOMES INC.
THE ABOVE DRAWINGS, SPECIFICATIONS,
IDEAS AND DESIGNS ARE THE PROPERTY
OF BONADELLE HOMES INC. AND MAY NOT
BE REPRODUCED, CHANGE OR COPIED IN
ANY FORM WITHOUT THE PERMISSION OF
BONADELLE HOMES INC.
2 FLOOR KEYNOTES 01 REFRIGERATOR (N.I.C.) - PROVIDE COLD WATER STUB. 02 DISHWASHER 03 DOUBLE SINK W/ DISPOSAL 04 30" COOKTOP w/ HOOD ABV. (MICROWAVE HOOD OPT.) PER MFG'S SPECIFICATIONS.VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. PROVIDE ANTI-TILT LOCK. 05 WASHER (N.I.C). 06 DRYER (N.I.C.) - VENT TO OUTSIDE AIR A MIN. 4" DIA MOISTER EXHAUST DUCT PER SECTION 504.0 . A (14'-0" MAX. RUN PER C.M.C. SECTION 906) - PLUMB FOR OPTIONAL GAS. INSTALL DRYER BOX IN WALL FOR VENTING. 07 LAVATORY SET IN SOLID SURFACE COUNTERTOP WITH CABINETS BELOW. 08 LOW FLOW WATER CLOSET W/ MAXIMUM FLUSH OF OF 1.28 GALLONS PER FLUSH (TYPICAL) PER CRC R327.1.1 GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON BACK OF WALL OF TOILET & SLAB FLOOR SHALL PROVIDE REINFORCEMENT FOR FLOOR MOUNTED GRAB BARS. SEE DET. 1/D1.3. 09 VANITY MIRROR. 10 OVAL TUB w/12" TILE SPLASH & DECK 11 LASCO MODEL #102422P FIBERGLASS TUB/ SHOWER COMBO UNIT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SHOWER GLASS DOOR TO BE TEMP. & MIN. 22" WIDE. GLASS TUB/SHOWER SEPARATOR TO BE TEMPERED. SEE OPTIONAL PLAN. 12 SHOWER W/ TILE 72" MIN. O/ USE OF FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS , w/2"-9" MAX. CURB. PROVIDE TEMPERED GLASS ENCLOSURE AS REQUIRED. MIN 22" TEMP DOOR. THE WATER RESISTANT GYP BOARD SHALL NOT BE INSTALLED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREA SUBJECT TO HIGH HUMIDITY. R702.3.8.1 13 50 GALLON ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR CLEARANCE. 14 PEDESTAL SINK 15 LINE OF UPPER CABINET. 16 GRANITE COUNTERTOP w/ CABINETS BELOW 17 (1) SHELF AND (1) POLE. 18 1-3/8" THK. SOLID CORE DOOR W/ SELF CLOSING HINGES AND SELF-LATCHING. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 19 ONE LAYER OF 5/8" THK. TYPE 'X' GYP. BD. TYPICAL AT ALL HOUSE/GARAGE COMMON WALLS. APPLY TO ENTIRE GARAGE WALL & CEILING. 20 30"x30" ATTIC ACCESS TO BE WEATHER STRIPPED & INSULATION EQUIVALENT TO THAT OF THE CEILING SHALL BE INSTALLED ON ACCESS PANEL 21 CONCRETE PORCH/PATIO SLAB - BROOM FINISH (SLOPE AWAY FROM BUILDING). 22 A/C CONDENSING UNIT ON PRE-CAST CONCRETE PAD. 23 FLAT SOFFIT @ +8'-0". 24 TELECOMMUNICATION SERVICE TO RESIDENCE. 25 ELECTRICAL SERVICE TO RESIDENCE. 26 6x6 D.F. RESAWN POST - SEE ELEVATION 27 CONC. STOOP AT GARAGE MAN DOOR - (BROOM FINISH) SLOPE AWAY FROM BLDG. 28 30" OVEN / MICROWAVE COMBO 29 STAIRS, SEE DET. 2/D1.3. 30 HANDRAIL/GUARDRAIL w/ 8" CURB. 31 2x6 PONY WALL. 32 WATERPROOF DECK COATING - HILLS BROS. CHEM. CO 'DESERT-CRETE', ICBO #4635 OR APPROVED EQUAL. INSTALL PER MFR RECOMMENDATIONS & ICBO REPORT. 33 LINE OF FLOOR ABOVE 34 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 35 PANTRY w/ (5) SHELVES 36 TOWEL RING @ 59" w/ BLOCKING 37 TOWEL BARD @ 51" w/ BLOCKING 38 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 39 GRAB BAR REINFORCEMENT TO BE INSTALLED PER CRC R327.1.1 AT THE BACK AND SIDE WALL OF THE WATER CLOSET, CONTINUOUS AROUND THE SHOWER, AND CONTINUOUS AT THE BACK WALL AND EACH END OF THE TUB w/ FLOOR MOUNTED GRAB BAR REINFORCEMENT WHERE APPLICABLE. 40 LINEN w/ 5 SHELVES FLOOR NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ALL SPECIAL BOLTS, STRAPS AND HOLDOWNS 2. SEE N SHEETS FOR GENERAL NOTES 3. SEE D SHEETS FOR GENERAL DETAILS 4. LABELED SAFETY GLASS IS REQUIRED IN TUB/SHOWER ENCLOSURES & GLAZING WITHIN 60" FORM BOTTOM OF TUBS/SHOWERS. (OPTIONAL) 5 MAXIMUM SILL HEIGHT OF 44 INCHES FROM THE BOTTOM OF THE CLEAR OPENING ABOVE THE FLOOR IN SLEEPING ROOMS FOR ALL WINDOWS USED FOR EMERGENCY EXITS, WITH MINIMUM 821 SQ.IN. (24" WIDE x 20" HIGH CLR. OPENING) 6. WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATD MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE 24" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F 2090, THE GUARD MAY NOT HAVE OPENINGS THAT A 4" SPHERE IN DIAMETER CAN PASS THRU 7. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 8. INSTANTANEOUS WATER HEATERS WITH INPUT RATING GREATER THAN 6.8kBTU/hr (2-kw) SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN VALVES ARE CLOSED. PER CA ENERGY CODE 110.3(c)7 9. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. 10. A SHEETROCK NAILING INSPECTION IS REQUIRED -2022 CRC R109.1.4.2 & 2022 CBC 110.3.5 & CLOVIS MUNICIPAL CODE (CMC) SECT. 305.5(4) & (5). VALUES OR NOTES ENERGY COMPLIANCE SCHEDULE REQUIREMENT WALL INSULATION 2x4=R-15, 2x6=R-21 ATTIC INSULATION R-30 FLOOR INSULATION R-19 DUCT INSULATION R-6.0 HVAC HEATING 0.95 AFUE HVAC COOLING 15.2 SEER 0.91 ENERGY FACTOR LIGHTING SEE ELECTRICAL SHEETS HERS HIGH ENERGY EFFICIENCY RATIO (EER) PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION WATER HEATER ROOF REQUIRED COMP. ROOF EXT. FOAM INSULATION 1" THK. FOAM INSULATION R-4.0 HERS DUCT LEAKAGE TESTING HERS HIGH EFFICIENCY INSULATION INSTALL ROOF DECK INSULATION R-13 WALL LEGEND 2x4 STD. GR. STUDS @16" O.C. w/R-15 INSULATION @EXT. WALLS U.N.O. 2x6 STUDS @16" O.C. w/R-21 INSULATION @ EXT. WALLS U.N.O. DOOR SCHEDULE SYMBOL DIMENSIONS TYPE REMARKS 010203040506070809 WINDOW SCHEDULE SYMBOL A B C D E F G H J K UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, PROVIDE GASKET OR WEATHERSTIPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL FIBERGLASS ENTRY DOOR ALUM. 3'-0" x 8'-0" 8'-0" x 7'-0" 3'-0" x 6'-8" FRENCH DOOR 5'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR L101112131415 I 2'-8" x 6'-8" SINGLE 3'-0" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE SINGLE SINGLE SINGLE GARAGE DOORS SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE GARAGE DOOR MANUFACTURER. THE LABEL SHALL IDENTIFY THE GARAGE DOOR MANUFACTURER, THE GARAGE DOOR MODEL/SERIES NUMBER, THE POSITIVE AND NEGATIVE DESIGN WIND PRESSURE RATING, THE INSTALLATION INSTRUCTION DRAWING REFERENCE NUMBER, AND THE APPLICABLE TEST STANDARD. [R609.4.1] SINGLE M N O P Q R S T U V SINGLE HUNG @ AMERICAN TRADITIONAL ELEVATION @ CRAFTSMAN ELEVATION W X Y TEMP. SINGLE SINGLE 161718 SINGLE 192021 2'-6" x 6'-8" 22 BI-PASS 6'-0" x 6'-8" SINGLE SINGLE SINGLE ZAABBCC SINGLE SINGLE 3'-0" x 6'-8" 2'-6" x 6'-8" 2'-4" x 6'-8" 2'-6" x 6'-8" 2'-8" x 6'-8" 2'-6" x 6'-8" 3'-0" x 6'-8" 2'-4" x 6'-8" 2'-4" x 6'-8" 5'-0" x 6'-8" BI-PASS SLIDER 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER @ RANCH ELEVATION 2'-0" x 5'-0" 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" 6'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG FIXED 8'-0" x 5'-0" XOX BED 4 OPTION BED 4 OPTION BED 5 OPTION BED 5 OPTION 3'-0" x 6'-8" 2'-4" x 6'-8" 6'-0" x 5'-0" SLIDER 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 8'-0" x 5'-0" XOX 4'-0" x 4'-6" FIXED 5'-0" x 5'-0" SLIDER TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" FIXED TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 23 3'-0" x 6'-8" PAIR OPTION @ FLEX
7'-6
1 2
" 8'-2" 5'-4
1 2
" 35'-0"
2'-3
1 2
" 8'-3
1 2
" 2'-3
1 2
" 12'-7" 4'-11
1 2
" 5'-4" 13'-7
1 2
" 44'-1" 4'-1
1 2
" 3'-6" 3'-6" 5'-0
1 2 5'-6" 3'-6"
" 15'-3" 19'-9" 35'-0"
5'-6"
2'-3
1 2
" 12'-1
1 2
" 17'-1
1 2
" 16'-3" 6'-9
1 2
" 7'-7" 13'-5
1 2
" 44'-1" 10'-8" 3'-10" 3'-6" 6'-8"
11'-3
1 2
" 2'-5
1 2
" 1'-5
1 2
" 7'-9 11'-6" 1
2 "
3'-6" 3'-7"
1'-3
1 2
" 1'-3
1 2
"
1'-3
1 2
" 10'-11"
7'-7"
4'-1"
5'-7" 9'-7" 1'-3
1 2
" 1'-3
1 2
" 4'-3" 8'-0"
2'-3
1 2
"
3'-6" 5'-4" 4'-0
1 2
" 3'-8
1 2
" 4'-10"
13'-0" 3'-0" 3'-6" 4'-5" 2'-3
1 2 3'-0 " 1
2 "
2'-5
1 2
" 6'-3"
2'-1" MASTER BEDROOM 8' CLG. CARPET MASTER BATH 8' CLG. VINYL PLANK BATH 2 8' CLG. VINYL PLANK BEDROOM 2 8' CLG. CARPET BEDROOM 3 8' CLG. CARPET LOFT/ OPT. BEDROOM 4 8' CLG. CARPET LAUNDRY 8' CLG. VINYL PLANK MASTER CLOSET 8' CLG. CARPET 09 101112 13 14 15 16 17 18 M
N
O
P
Q
R
S
T
U
W
V
X
Y
Z AA 23 +7'-0" 0506 17 17 17 08 08 29 07 09 11 36 0709073610 12 39TYP. 1'-0" 2'-0" 39TYP. 20 40
AA3.1
BA3.1 15 SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" A1.4
AMERICAN TRADITIONAL
7030 N. FRUIT AVE. SUITE 101
FRESNO , CALIFORNIA 93711
PHONE: (559) 435-9700 FAX: (559) 435-9707
CONTR. LIC. # 822555
SHEET
14567 REVISIONS MODEL PLOT DATE: PLAN CHECK NUMBER STD PLN # 2440 09/05/2025 PLAN 2440
"ALL RIGHTS RESERVED" 3
B E ONADELL
HOMES INC.
THE ABOVE DRAWINGS, SPECIFICATIONS,
IDEAS AND DESIGNS ARE THE PROPERTY
OF BONADELLE HOMES INC. AND MAY NOT
BE REPRODUCED, CHANGE OR COPIED IN
ANY FORM WITHOUT THE PERMISSION OF
BONADELLE HOMES INC.
2 FLOOR KEYNOTES 01 REFRIGERATOR (N.I.C.) - PROVIDE COLD WATER STUB. 02 DISHWASHER 03 DOUBLE SINK W/ DISPOSAL 04 30" COOKTOP w/ HOOD ABV. (MICROWAVE HOOD OPT.) PER MFG'S SPECIFICATIONS.VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. PROVIDE ANTI-TILT LOCK. 05 WASHER (N.I.C). 06 DRYER (N.I.C.) - VENT TO OUTSIDE AIR A MIN. 4" DIA MOISTER EXHAUST DUCT PER SECTION 504.0 . A (14'-0" MAX. RUN PER C.M.C. SECTION 906) - PLUMB FOR OPTIONAL GAS. INSTALL DRYER BOX IN WALL FOR VENTING. 07 LAVATORY SET IN SOLID SURFACE COUNTERTOP WITH CABINETS BELOW. 08 LOW FLOW WATER CLOSET W/ MAXIMUM FLUSH OF OF 1.28 GALLONS PER FLUSH (TYPICAL) PER CRC R327.1.1 GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON BACK OF WALL OF TOILET & SLAB FLOOR SHALL PROVIDE REINFORCEMENT FOR FLOOR MOUNTED GRAB BARS. SEE DET. 1/D1.3. 09 VANITY MIRROR. 10 OVAL TUB w/12" TILE SPLASH & DECK 11 LASCO MODEL #102422P FIBERGLASS TUB/ SHOWER COMBO UNIT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SHOWER GLASS DOOR TO BE TEMP. & MIN. 22" WIDE. GLASS TUB/SHOWER SEPARATOR TO BE TEMPERED. SEE OPTIONAL PLAN. 12 SHOWER W/ TILE 72" MIN. O/ USE OF FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS , w/2"-9" MAX. CURB. PROVIDE TEMPERED GLASS ENCLOSURE AS REQUIRED. MIN 22" TEMP DOOR. THE WATER RESISTANT GYP BOARD SHALL NOT BE INSTALLED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREA SUBJECT TO HIGH HUMIDITY. R702.3.8.1 13 50 GALLON ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR CLEARANCE. 14 PEDESTAL SINK 15 LINE OF UPPER CABINET. 16 GRANITE COUNTERTOP w/ CABINETS BELOW 17 (1) SHELF AND (1) POLE. 18 1-3/8" THK. SOLID CORE DOOR W/ SELF CLOSING HINGES AND SELF-LATCHING. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 19 ONE LAYER OF 5/8" THK. TYPE 'X' GYP. BD. TYPICAL AT ALL HOUSE/GARAGE COMMON WALLS. APPLY TO ENTIRE GARAGE WALL & CEILING. 20 30"x30" ATTIC ACCESS TO BE WEATHER STRIPPED & INSULATION EQUIVALENT TO THAT OF THE CEILING SHALL BE INSTALLED ON ACCESS PANEL 21 CONCRETE PORCH/PATIO SLAB - BROOM FINISH (SLOPE AWAY FROM BUILDING). 22 A/C CONDENSING UNIT ON PRE-CAST CONCRETE PAD. 23 FLAT SOFFIT @ +8'-0". 24 TELECOMMUNICATION SERVICE TO RESIDENCE. 25 ELECTRICAL SERVICE TO RESIDENCE. 26 6x6 D.F. RESAWN POST - SEE ELEVATION 27 CONC. STOOP AT GARAGE MAN DOOR - (BROOM FINISH) SLOPE AWAY FROM BLDG. 28 30" OVEN / MICROWAVE COMBO 29 STAIRS, SEE DET. 2/D1.3. 30 HANDRAIL/GUARDRAIL w/ 8" CURB. 31 2x6 PONY WALL. 32 WATERPROOF DECK COATING - HILLS BROS. CHEM. CO 'DESERT-CRETE', ICBO #4635 OR APPROVED EQUAL. INSTALL PER MFR RECOMMENDATIONS & ICBO REPORT. 33 LINE OF FLOOR ABOVE 34 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 35 PANTRY w/ (5) SHELVES 36 TOWEL RING @ 59" w/ BLOCKING 37 TOWEL BARD @ 51" w/ BLOCKING 38 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 39 GRAB BAR REINFORCEMENT TO BE INSTALLED PER CRC R327.1.1 AT THE BACK AND SIDE WALL OF THE WATER CLOSET, CONTINUOUS AROUND THE SHOWER, AND CONTINUOUS AT THE BACK WALL AND EACH END OF THE TUB w/ FLOOR MOUNTED GRAB BAR REINFORCEMENT WHERE APPLICABLE. 40 LINEN w/ 5 SHELVES FLOOR NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ALL SPECIAL BOLTS, STRAPS AND HOLDOWNS 2. SEE N SHEETS FOR GENERAL NOTES 3. SEE D SHEETS FOR GENERAL DETAILS 4. LABELED SAFETY GLASS IS REQUIRED IN TUB/SHOWER ENCLOSURES & GLAZING WITHIN 60" FORM BOTTOM OF TUBS/SHOWERS. (OPTIONAL) 5 MAXIMUM SILL HEIGHT OF 44 INCHES FROM THE BOTTOM OF THE CLEAR OPENING ABOVE THE FLOOR IN SLEEPING ROOMS FOR ALL WINDOWS USED FOR EMERGENCY EXITS, WITH MINIMUM 821 SQ.IN. (24" WIDE x 20" HIGH CLR. OPENING) 6. WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATD MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE 24" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F 2090, THE GUARD MAY NOT HAVE OPENINGS THAT A 4" SPHERE IN DIAMETER CAN PASS THRU 7. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 8. INSTANTANEOUS WATER HEATERS WITH INPUT RATING GREATER THAN 6.8kBTU/hr (2-kw) SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN VALVES ARE CLOSED. PER CA ENERGY CODE 110.3(c)7 9. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. 10. A SHEETROCK NAILING INSPECTION IS REQUIRED -2022 CRC R109.1.4.2 & 2022 CBC 110.3.5 & CLOVIS MUNICIPAL CODE (CMC) SECT. 305.5(4) & (5). VALUES OR NOTES ENERGY COMPLIANCE SCHEDULE REQUIREMENT WALL INSULATION 2x4=R-15, 2x6=R-21 ATTIC INSULATION R-30 FLOOR INSULATION R-19 DUCT INSULATION R-6.0 HVAC HEATING 0.95 AFUE HVAC COOLING 15.2 SEER 0.91 ENERGY FACTOR LIGHTING SEE ELECTRICAL SHEETS HERS HIGH ENERGY EFFICIENCY RATIO (EER) PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION WATER HEATER ROOF REQUIRED COMP. ROOF EXT. FOAM INSULATION 1" THK. FOAM INSULATION R-4.0 HERS DUCT LEAKAGE TESTING HERS HIGH EFFICIENCY INSULATION INSTALL ROOF DECK INSULATION R-13 WALL LEGEND 2x4 STD. GR. STUDS @16" O.C. w/R-15 INSULATION @EXT. WALLS U.N.O. 2x6 STUDS @16" O.C. w/R-21 INSULATION @ EXT. WALLS U.N.O. DOOR SCHEDULE SYMBOL DIMENSIONS TYPE REMARKS 010203040506070809 WINDOW SCHEDULE SYMBOL A B C D E F G H J K UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, PROVIDE GASKET OR WEATHERSTIPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL FIBERGLASS ENTRY DOOR ALUM. 3'-0" x 8'-0" 8'-0" x 7'-0" 3'-0" x 6'-8" FRENCH DOOR 5'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR L101112131415 I 2'-8" x 6'-8" SINGLE 3'-0" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE SINGLE SINGLE SINGLE GARAGE DOORS SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE GARAGE DOOR MANUFACTURER. THE LABEL SHALL IDENTIFY THE GARAGE DOOR MANUFACTURER, THE GARAGE DOOR MODEL/SERIES NUMBER, THE POSITIVE AND NEGATIVE DESIGN WIND PRESSURE RATING, THE INSTALLATION INSTRUCTION DRAWING REFERENCE NUMBER, AND THE APPLICABLE TEST STANDARD. [R609.4.1] SINGLE M N O P Q R S T U V SINGLE HUNG @ AMERICAN TRADITIONAL ELEVATION @ CRAFTSMAN ELEVATION W X Y TEMP. SINGLE SINGLE 161718 SINGLE 192021 2'-6" x 6'-8" 22 BI-PASS 6'-0" x 6'-8" SINGLE SINGLE SINGLE ZAABBCC SINGLE SINGLE 3'-0" x 6'-8" 2'-6" x 6'-8" 2'-4" x 6'-8" 2'-6" x 6'-8" 2'-8" x 6'-8" 2'-6" x 6'-8" 3'-0" x 6'-8" 2'-4" x 6'-8" 2'-4" x 6'-8" 5'-0" x 6'-8" BI-PASS SLIDER 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER @ RANCH ELEVATION 2'-0" x 5'-0" 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" 6'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG FIXED 8'-0" x 5'-0" XOX BED 4 OPTION BED 4 OPTION BED 5 OPTION BED 5 OPTION 3'-0" x 6'-8" 2'-4" x 6'-8" 6'-0" x 5'-0" SLIDER 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 8'-0" x 5'-0" XOX 4'-0" x 4'-6" FIXED 5'-0" x 5'-0" SLIDER TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" FIXED TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 23 3'-0" x 6'-8" PAIR OPTION @ FLEX
7'-6
1 2
" 8'-2" 5'-4
1 2
" 35'-0"
2'-3
1 2
" 8'-3
1 2
" 2'-3
1 2
" 12'-7" 4'-11
1 2
" 5'-4" 13'-7
1 2
" 44'-1" 4'-1
1 2
" 3'-6" 3'-6" 5'-0
1 2 5'-6" 3'-6"
" 15'-3" 19'-9" 35'-0"
5'-6"
2'-3
1 2
" 12'-1
1 2
" 17'-1
1 2
" 16'-3" 6'-9
1 2
" 7'-7" 13'-5
1 2
" 44'-1" 10'-8" 3'-10" 3'-6" 6'-8"
11'-3
1 2
" 2'-5
1 2
" 1'-5
1 2
" 7'-9 11'-6" 1
2 "
3'-6" 3'-7"
1'-3
1 2
" 1'-3
1 2
"
1'-3
1 2
" 10'-11"
7'-7"
4'-1"
5'-7" 9'-7" 1'-3
1 2
" 1'-3
1 2
" 4'-3" 8'-0"
2'-3
1 2
"
3'-6" 5'-4" 4'-0
1 2
" 3'-8
1 2
" 4'-10"
13'-0" 3'-0" 3'-6" 4'-5" 2'-3
1 2 3'-0 " 1
2 "
2'-5
1 2
" 6'-3"
2'-1" MASTER BEDROOM 8' CLG. CARPET MASTER BATH 8' CLG. VINYL PLANK BATH 2 8' CLG. VINYL PLANK BEDROOM 2 8' CLG. CARPET BEDROOM 3 8' CLG. CARPET LOFT/ OPT. BEDROOM 4 8' CLG. CARPET LAUNDRY 8' CLG. VINYL PLANK MASTER CLOSET 8' CLG. CARPET 09 101112 13 14 15 16 17 18 M
N
O
P
Q
R
S
T
U
W
V
X
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Z AA 23 +7'-0" 0506 17 17 17 08 08 29 07 09 11 36 0709073610 12 39TYP. 1'-0" 2'-0" 39TYP. 20 40
AA3.1
BA3.1 15 SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" A1.5
CRAFTSMAN
7030 N. FRUIT AVE. SUITE 101
FRESNO , CALIFORNIA 93711
PHONE: (559) 435-9700 FAX: (559) 435-9707
CONTR. LIC. # 822555
SHEET
14567 REVISIONS MODEL PLOT DATE: PLAN CHECK NUMBER STD PLN # 2440 09/05/2025 PLAN 2440
"ALL RIGHTS RESERVED" 3
B E ONADELL
HOMES INC.
THE ABOVE DRAWINGS, SPECIFICATIONS,
IDEAS AND DESIGNS ARE THE PROPERTY
OF BONADELLE HOMES INC. AND MAY NOT
BE REPRODUCED, CHANGE OR COPIED IN
ANY FORM WITHOUT THE PERMISSION OF
BONADELLE HOMES INC.
2 FLOOR KEYNOTES 01 REFRIGERATOR (N.I.C.) - PROVIDE COLD WATER STUB. 02 DISHWASHER 03 DOUBLE SINK W/ DISPOSAL 04 30" COOKTOP w/ HOOD ABV. (MICROWAVE HOOD OPT.) PER MFG'S SPECIFICATIONS.VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. PROVIDE ANTI-TILT LOCK. 05 WASHER (N.I.C). 06 DRYER (N.I.C.) - VENT TO OUTSIDE AIR A MIN. 4" DIA MOISTER EXHAUST DUCT PER SECTION 504.0 . A (14'-0" MAX. RUN PER C.M.C. SECTION 906) - PLUMB FOR OPTIONAL GAS. INSTALL DRYER BOX IN WALL FOR VENTING. 07 LAVATORY SET IN SOLID SURFACE COUNTERTOP WITH CABINETS BELOW. 08 LOW FLOW WATER CLOSET W/ MAXIMUM FLUSH OF OF 1.28 GALLONS PER FLUSH (TYPICAL) PER CRC R327.1.1 GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON BACK OF WALL OF TOILET & SLAB FLOOR SHALL PROVIDE REINFORCEMENT FOR FLOOR MOUNTED GRAB BARS. SEE DET. 1/D1.3. 09 VANITY MIRROR. 10 OVAL TUB w/12" TILE SPLASH & DECK 11 LASCO MODEL #102422P FIBERGLASS TUB/ SHOWER COMBO UNIT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SHOWER GLASS DOOR TO BE TEMP. & MIN. 22" WIDE. GLASS TUB/SHOWER SEPARATOR TO BE TEMPERED. SEE OPTIONAL PLAN. 12 SHOWER W/ TILE 72" MIN. O/ USE OF FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS , w/2"-9" MAX. CURB. PROVIDE TEMPERED GLASS ENCLOSURE AS REQUIRED. MIN 22" TEMP DOOR. THE WATER RESISTANT GYP BOARD SHALL NOT BE INSTALLED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREA SUBJECT TO HIGH HUMIDITY. R702.3.8.1 13 50 GALLON ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR CLEARANCE. 14 PEDESTAL SINK 15 LINE OF UPPER CABINET. 16 GRANITE COUNTERTOP w/ CABINETS BELOW 17 (1) SHELF AND (1) POLE. 18 1-3/8" THK. SOLID CORE DOOR W/ SELF CLOSING HINGES AND SELF-LATCHING. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 19 ONE LAYER OF 5/8" THK. TYPE 'X' GYP. BD. TYPICAL AT ALL HOUSE/GARAGE COMMON WALLS. APPLY TO ENTIRE GARAGE WALL & CEILING. 20 30"x30" ATTIC ACCESS TO BE WEATHER STRIPPED & INSULATION EQUIVALENT TO THAT OF THE CEILING SHALL BE INSTALLED ON ACCESS PANEL 21 CONCRETE PORCH/PATIO SLAB - BROOM FINISH (SLOPE AWAY FROM BUILDING). 22 A/C CONDENSING UNIT ON PRE-CAST CONCRETE PAD. 23 FLAT SOFFIT @ +8'-0". 24 TELECOMMUNICATION SERVICE TO RESIDENCE. 25 ELECTRICAL SERVICE TO RESIDENCE. 26 6x6 D.F. RESAWN POST - SEE ELEVATION 27 CONC. STOOP AT GARAGE MAN DOOR - (BROOM FINISH) SLOPE AWAY FROM BLDG. 28 30" OVEN / MICROWAVE COMBO 29 STAIRS, SEE DET. 2/D1.3. 30 HANDRAIL/GUARDRAIL w/ 8" CURB. 31 2x6 PONY WALL. 32 WATERPROOF DECK COATING - HILLS BROS. CHEM. CO 'DESERT-CRETE', ICBO #4635 OR APPROVED EQUAL. INSTALL PER MFR RECOMMENDATIONS & ICBO REPORT. 33 LINE OF FLOOR ABOVE 34 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 35 PANTRY w/ (5) SHELVES 36 TOWEL RING @ 59" w/ BLOCKING 37 TOWEL BARD @ 51" w/ BLOCKING 38 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 39 GRAB BAR REINFORCEMENT TO BE INSTALLED PER CRC R327.1.1 AT THE BACK AND SIDE WALL OF THE WATER CLOSET, CONTINUOUS AROUND THE SHOWER, AND CONTINUOUS AT THE BACK WALL AND EACH END OF THE TUB w/ FLOOR MOUNTED GRAB BAR REINFORCEMENT WHERE APPLICABLE. 40 LINEN w/ 5 SHELVES FLOOR NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ALL SPECIAL BOLTS, STRAPS AND HOLDOWNS 2. SEE N SHEETS FOR GENERAL NOTES 3. SEE D SHEETS FOR GENERAL DETAILS 4. LABELED SAFETY GLASS IS REQUIRED IN TUB/SHOWER ENCLOSURES & GLAZING WITHIN 60" FORM BOTTOM OF TUBS/SHOWERS. (OPTIONAL) 5 MAXIMUM SILL HEIGHT OF 44 INCHES FROM THE BOTTOM OF THE CLEAR OPENING ABOVE THE FLOOR IN SLEEPING ROOMS FOR ALL WINDOWS USED FOR EMERGENCY EXITS, WITH MINIMUM 821 SQ.IN. (24" WIDE x 20" HIGH CLR. OPENING) 6. WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATD MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE 24" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F 2090, THE GUARD MAY NOT HAVE OPENINGS THAT A 4" SPHERE IN DIAMETER CAN PASS THRU 7. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 8. INSTANTANEOUS WATER HEATERS WITH INPUT RATING GREATER THAN 6.8kBTU/hr (2-kw) SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN VALVES ARE CLOSED. PER CA ENERGY CODE 110.3(c)7 9. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. 10. A SHEETROCK NAILING INSPECTION IS REQUIRED -2022 CRC R109.1.4.2 & 2022 CBC 110.3.5 & CLOVIS MUNICIPAL CODE (CMC) SECT. 305.5(4) & (5). VALUES OR NOTES ENERGY COMPLIANCE SCHEDULE REQUIREMENT WALL INSULATION 2x4=R-15, 2x6=R-21 ATTIC INSULATION R-30 FLOOR INSULATION R-19 DUCT INSULATION R-6.0 HVAC HEATING 0.95 AFUE HVAC COOLING 15.2 SEER 0.91 ENERGY FACTOR LIGHTING SEE ELECTRICAL SHEETS HERS HIGH ENERGY EFFICIENCY RATIO (EER) PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION WATER HEATER ROOF REQUIRED COMP. ROOF EXT. FOAM INSULATION 1" THK. FOAM INSULATION R-4.0 HERS DUCT LEAKAGE TESTING HERS HIGH EFFICIENCY INSULATION INSTALL ROOF DECK INSULATION R-13 WALL LEGEND 2x4 STD. GR. STUDS @16" O.C. w/R-15 INSULATION @EXT. WALLS U.N.O. 2x6 STUDS @16" O.C. w/R-21 INSULATION @ EXT. WALLS U.N.O. DOOR SCHEDULE SYMBOL DIMENSIONS TYPE REMARKS 010203040506070809 WINDOW SCHEDULE SYMBOL A B C D E F G H J K UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, PROVIDE GASKET OR WEATHERSTIPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL FIBERGLASS ENTRY DOOR ALUM. 3'-0" x 8'-0" 8'-0" x 7'-0" 3'-0" x 6'-8" FRENCH DOOR 5'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR L101112131415 I 2'-8" x 6'-8" SINGLE 3'-0" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE SINGLE SINGLE SINGLE GARAGE DOORS SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE GARAGE DOOR MANUFACTURER. THE LABEL SHALL IDENTIFY THE GARAGE DOOR MANUFACTURER, THE GARAGE DOOR MODEL/SERIES NUMBER, THE POSITIVE AND NEGATIVE DESIGN WIND PRESSURE RATING, THE INSTALLATION INSTRUCTION DRAWING REFERENCE NUMBER, AND THE APPLICABLE TEST STANDARD. [R609.4.1] SINGLE M N O P Q R S T U V SINGLE HUNG @ AMERICAN TRADITIONAL ELEVATION @ CRAFTSMAN ELEVATION W X Y TEMP. SINGLE SINGLE 161718 SINGLE 192021 2'-6" x 6'-8" 22 BI-PASS 6'-0" x 6'-8" SINGLE SINGLE SINGLE ZAABBCC SINGLE SINGLE 3'-0" x 6'-8" 2'-6" x 6'-8" 2'-4" x 6'-8" 2'-6" x 6'-8" 2'-8" x 6'-8" 2'-6" x 6'-8" 3'-0" x 6'-8" 2'-4" x 6'-8" 2'-4" x 6'-8" 5'-0" x 6'-8" BI-PASS SLIDER 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER @ RANCH ELEVATION 2'-0" x 5'-0" 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" 6'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG FIXED 8'-0" x 5'-0" XOX BED 4 OPTION BED 4 OPTION BED 5 OPTION BED 5 OPTION 3'-0" x 6'-8" 2'-4" x 6'-8" 6'-0" x 5'-0" SLIDER 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 8'-0" x 5'-0" XOX 4'-0" x 4'-6" FIXED 5'-0" x 5'-0" SLIDER TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" FIXED TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 23 3'-0" x 6'-8" PAIR OPTION @ FLEX
7'-6
1 2
" 8'-2" 5'-4
1 2
" 35'-0"
2'-3
1 2
" 8'-3
1 2
" 2'-3
1 2
" 12'-7" 4'-11
1 2
" 5'-4" 13'-7
1 2
" 44'-1" 4'-1
1 2
" 3'-6" 3'-6" 5'-0
1 2 5'-6" 3'-6"
" 15'-3" 19'-9" 35'-0"
5'-6"
2'-3
1 2
" 12'-1
1 2
" 17'-1
1 2
" 16'-3" 6'-9
1 2
" 7'-7" 13'-5
1 2
" 44'-1" 10'-8" 3'-10" 3'-6" 6'-8"
11'-3
1 2
" 2'-5
1 2
" 1'-5
1 2
" 7'-9 11'-6" 1
2 "
3'-6" 3'-7"
1'-3
1 2
" 1'-3
1 2
"
1'-3
1 2
" 10'-11"
7'-7"
4'-1"
5'-7" 9'-7" 1'-3
1 2
" 1'-3
1 2
" 4'-3" 8'-0"
2'-3
1 2
"
3'-6" 5'-4" 4'-0
1 2
" 3'-8
1 2
" 4'-10"
13'-0" 3'-0" 3'-6" 4'-5" 2'-3
1 2 3'-0 " 1
2 "
2'-5
1 2
" 6'-3"
2'-1" MASTER BEDROOM 8' CLG. CARPET MASTER BATH 8' CLG. VINYL PLANK BATH 2 8' CLG. VINYL PLANK BEDROOM 2 8' CLG. CARPET BEDROOM 3 8' CLG. CARPET LOFT/ OPT. BEDROOM 4 8' CLG. CARPET LAUNDRY 8' CLG. VINYL PLANK MASTER CLOSET 8' CLG. CARPET 09 101112 13 14 15 16 17 18 M
N
O
P
Q
R
S
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U
W
V
X
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Z AA 23 +7'-0" 0506 17 17 17 08 08 29 07 09 11 36 0709073610 12 39TYP. 1'-0" 2'-0" 39TYP. 20 40
AA3.1
BA3.1 15 SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" A1.6
TRADITIONAL RANCH
7030 N. FRUIT AVE. SUITE 101
FRESNO , CALIFORNIA 93711
PHONE: (559) 435-9700 FAX: (559) 435-9707
CONTR. LIC. # 822555
SHEET
14567 REVISIONS MODEL PLOT DATE: PLAN CHECK NUMBER STD PLN # 2440 09/05/2025 PLAN 2440
"ALL RIGHTS RESERVED" 3
B E ONADELL
HOMES INC.
THE ABOVE DRAWINGS, SPECIFICATIONS,
IDEAS AND DESIGNS ARE THE PROPERTY
OF BONADELLE HOMES INC. AND MAY NOT
BE REPRODUCED, CHANGE OR COPIED IN
ANY FORM WITHOUT THE PERMISSION OF
BONADELLE HOMES INC.
2 FLOOR KEYNOTES 01 REFRIGERATOR (N.I.C.) - PROVIDE COLD WATER STUB. 02 DISHWASHER 03 DOUBLE SINK W/ DISPOSAL 04 30" COOKTOP w/ HOOD ABV. (MICROWAVE HOOD OPT.) PER MFG'S SPECIFICATIONS.VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. PROVIDE ANTI-TILT LOCK. 05 WASHER (N.I.C). 06 DRYER (N.I.C.) - VENT TO OUTSIDE AIR A MIN. 4" DIA MOISTER EXHAUST DUCT PER SECTION 504.0 . A (14'-0" MAX. RUN PER C.M.C. SECTION 906) - PLUMB FOR OPTIONAL GAS. INSTALL DRYER BOX IN WALL FOR VENTING. 07 LAVATORY SET IN SOLID SURFACE COUNTERTOP WITH CABINETS BELOW. 08 LOW FLOW WATER CLOSET W/ MAXIMUM FLUSH OF OF 1.28 GALLONS PER FLUSH (TYPICAL) PER CRC R327.1.1 GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON BACK OF WALL OF TOILET & SLAB FLOOR SHALL PROVIDE REINFORCEMENT FOR FLOOR MOUNTED GRAB BARS. SEE DET. 1/D1.3. 09 VANITY MIRROR. 10 OVAL TUB w/12" TILE SPLASH & DECK 11 LASCO MODEL #102422P FIBERGLASS TUB/ SHOWER COMBO UNIT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SHOWER GLASS DOOR TO BE TEMP. & MIN. 22" WIDE. GLASS TUB/SHOWER SEPARATOR TO BE TEMPERED. SEE OPTIONAL PLAN. 12 SHOWER W/ TILE 72" MIN. O/ USE OF FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS , w/2"-9" MAX. CURB. PROVIDE TEMPERED GLASS ENCLOSURE AS REQUIRED. MIN 22" TEMP DOOR. THE WATER RESISTANT GYP BOARD SHALL NOT BE INSTALLED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREA SUBJECT TO HIGH HUMIDITY. R702.3.8.1 13 50 GALLON ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR CLEARANCE. 14 PEDESTAL SINK 15 LINE OF UPPER CABINET. 16 GRANITE COUNTERTOP w/ CABINETS BELOW 17 (1) SHELF AND (1) POLE. 18 1-3/8" THK. SOLID CORE DOOR W/ SELF CLOSING HINGES AND SELF-LATCHING. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 19 ONE LAYER OF 5/8" THK. TYPE 'X' GYP. BD. TYPICAL AT ALL HOUSE/GARAGE COMMON WALLS. APPLY TO ENTIRE GARAGE WALL & CEILING. 20 30"x30" ATTIC ACCESS TO BE WEATHER STRIPPED & INSULATION EQUIVALENT TO THAT OF THE CEILING SHALL BE INSTALLED ON ACCESS PANEL 21 CONCRETE PORCH/PATIO SLAB - BROOM FINISH (SLOPE AWAY FROM BUILDING). 22 A/C CONDENSING UNIT ON PRE-CAST CONCRETE PAD. 23 FLAT SOFFIT @ +8'-0". 24 TELECOMMUNICATION SERVICE TO RESIDENCE. 25 ELECTRICAL SERVICE TO RESIDENCE. 26 6x6 D.F. RESAWN POST - SEE ELEVATION 27 CONC. STOOP AT GARAGE MAN DOOR - (BROOM FINISH) SLOPE AWAY FROM BLDG. 28 30" OVEN / MICROWAVE COMBO 29 STAIRS, SEE DET. 2/D1.3. 30 HANDRAIL/GUARDRAIL w/ 8" CURB. 31 2x6 PONY WALL. 32 WATERPROOF DECK COATING - HILLS BROS. CHEM. CO 'DESERT-CRETE', ICBO #4635 OR APPROVED EQUAL. INSTALL PER MFR RECOMMENDATIONS & ICBO REPORT. 33 LINE OF FLOOR ABOVE 34 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 35 PANTRY w/ (5) SHELVES 36 TOWEL RING @ 59" w/ BLOCKING 37 TOWEL BARD @ 51" w/ BLOCKING 38 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 39 GRAB BAR REINFORCEMENT TO BE INSTALLED PER CRC R327.1.1 AT THE BACK AND SIDE WALL OF THE WATER CLOSET, CONTINUOUS AROUND THE SHOWER, AND CONTINUOUS AT THE BACK WALL AND EACH END OF THE TUB w/ FLOOR MOUNTED GRAB BAR REINFORCEMENT WHERE APPLICABLE. 40 LINEN w/ 5 SHELVES FLOOR NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ALL SPECIAL BOLTS, STRAPS AND HOLDOWNS 2. SEE N SHEETS FOR GENERAL NOTES 3. SEE D SHEETS FOR GENERAL DETAILS 4. LABELED SAFETY GLASS IS REQUIRED IN TUB/SHOWER ENCLOSURES & GLAZING WITHIN 60" FORM BOTTOM OF TUBS/SHOWERS. (OPTIONAL) 5 MAXIMUM SILL HEIGHT OF 44 INCHES FROM THE BOTTOM OF THE CLEAR OPENING ABOVE THE FLOOR IN SLEEPING ROOMS FOR ALL WINDOWS USED FOR EMERGENCY EXITS, WITH MINIMUM 821 SQ.IN. (24" WIDE x 20" HIGH CLR. OPENING) 6. WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATD MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE 24" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F 2090, THE GUARD MAY NOT HAVE OPENINGS THAT A 4" SPHERE IN DIAMETER CAN PASS THRU 7. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 8. INSTANTANEOUS WATER HEATERS WITH INPUT RATING GREATER THAN 6.8kBTU/hr (2-kw) SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN VALVES ARE CLOSED. PER CA ENERGY CODE 110.3(c)7 9. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. 10. A SHEETROCK NAILING INSPECTION IS REQUIRED -2022 CRC R109.1.4.2 & 2022 CBC 110.3.5 & CLOVIS MUNICIPAL CODE (CMC) SECT. 305.5(4) & (5). VALUES OR NOTES ENERGY COMPLIANCE SCHEDULE REQUIREMENT WALL INSULATION 2x4=R-15, 2x6=R-21 ATTIC INSULATION R-30 FLOOR INSULATION R-19 DUCT INSULATION R-6.0 HVAC HEATING 0.95 AFUE HVAC COOLING 15.2 SEER 0.91 ENERGY FACTOR LIGHTING SEE ELECTRICAL SHEETS HERS HIGH ENERGY EFFICIENCY RATIO (EER) PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION WATER HEATER ROOF REQUIRED COMP. ROOF EXT. FOAM INSULATION 1" THK. FOAM INSULATION R-4.0 HERS DUCT LEAKAGE TESTING HERS HIGH EFFICIENCY INSULATION INSTALL ROOF DECK INSULATION R-13 WALL LEGEND 2x4 STD. GR. STUDS @16" O.C. w/R-15 INSULATION @EXT. WALLS U.N.O. 2x6 STUDS @16" O.C. w/R-21 INSULATION @ EXT. WALLS U.N.O. DOOR SCHEDULE SYMBOL DIMENSIONS TYPE REMARKS 010203040506070809 WINDOW SCHEDULE SYMBOL A B C D E F G H J K UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, PROVIDE GASKET OR WEATHERSTIPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL FIBERGLASS ENTRY DOOR ALUM. 3'-0" x 8'-0" 8'-0" x 7'-0" 3'-0" x 6'-8" FRENCH DOOR 5'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR L101112131415 I 2'-8" x 6'-8" SINGLE 3'-0" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE SINGLE SINGLE SINGLE GARAGE DOORS SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE GARAGE DOOR MANUFACTURER. THE LABEL SHALL IDENTIFY THE GARAGE DOOR MANUFACTURER, THE GARAGE DOOR MODEL/SERIES NUMBER, THE POSITIVE AND NEGATIVE DESIGN WIND PRESSURE RATING, THE INSTALLATION INSTRUCTION DRAWING REFERENCE NUMBER, AND THE APPLICABLE TEST STANDARD. [R609.4.1] SINGLE M N O P Q R S T U V SINGLE HUNG @ AMERICAN TRADITIONAL ELEVATION @ CRAFTSMAN ELEVATION W X Y TEMP. SINGLE SINGLE 161718 SINGLE 192021 2'-6" x 6'-8" 22 BI-PASS 6'-0" x 6'-8" SINGLE SINGLE SINGLE ZAABBCC SINGLE SINGLE 3'-0" x 6'-8" 2'-6" x 6'-8" 2'-4" x 6'-8" 2'-6" x 6'-8" 2'-8" x 6'-8" 2'-6" x 6'-8" 3'-0" x 6'-8" 2'-4" x 6'-8" 2'-4" x 6'-8" 5'-0" x 6'-8" BI-PASS SLIDER 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER @ RANCH ELEVATION 2'-0" x 5'-0" 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" 6'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG FIXED 8'-0" x 5'-0" XOX BED 4 OPTION BED 4 OPTION BED 5 OPTION BED 5 OPTION 3'-0" x 6'-8" 2'-4" x 6'-8" 6'-0" x 5'-0" SLIDER 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 8'-0" x 5'-0" XOX 4'-0" x 4'-6" FIXED 5'-0" x 5'-0" SLIDER TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" FIXED TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 23 3'-0" x 6'-8" PAIR OPTION @ FLEX
OPT. BED 4 19 20
M
N
O
13'-5
1 2
" 2'-7" 10'-10
1 2
" 9'-4" 17 BEDROOM 4 8' CLG. CARPET 07 09 36 BATH 2 9' CLG. VINYL PLANK OPT. BED 5/BATH 3 01 21 22 BBCC 12'-1" 3'-9
1 2
" 2'-1
1 2
" 7'-11
1 2
" 5'-10" 3'-3
1 2
" 6'-0" 4'-11
1 2
" 4'-7" 3'-11
1 2
" 17 09 07 11 BATH 3 9' CLG. VINYL PLANK BEDROOM 5 9' CLG. CARPET HALL 9' CLG. CARPET ENTRY 9' CLG. VINYL PLANK 23 +8'-0" A1.7
OPTIONS
7030 N. FRUIT AVE. SUITE 101
FRESNO , CALIFORNIA 93711
PHONE: (559) 435-9700 FAX: (559) 435-9707
CONTR. LIC. # 822555
SHEET
14567 REVISIONS MODEL PLOT DATE: PLAN CHECK NUMBER STD PLN # 2440 09/05/2025 PLAN 2440
"ALL RIGHTS RESERVED" 3
B E ONADELL
HOMES INC.
THE ABOVE DRAWINGS, SPECIFICATIONS,
IDEAS AND DESIGNS ARE THE PROPERTY
OF BONADELLE HOMES INC. AND MAY NOT
BE REPRODUCED, CHANGE OR COPIED IN
ANY FORM WITHOUT THE PERMISSION OF
BONADELLE HOMES INC.
2 FLOOR KEYNOTES 01 REFRIGERATOR (N.I.C.) - PROVIDE COLD WATER STUB. 02 DISHWASHER 03 DOUBLE SINK W/ DISPOSAL 04 30" COOKTOP w/ HOOD ABV. (MICROWAVE HOOD OPT.) PER MFG'S SPECIFICATIONS.VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. PROVIDE ANTI-TILT LOCK. 05 WASHER (N.I.C). 06 DRYER (N.I.C.) - VENT TO OUTSIDE AIR A MIN. 4" DIA MOISTER EXHAUST DUCT PER SECTION 504.0 . A (14'-0" MAX. RUN PER C.M.C. SECTION 906) - PLUMB FOR OPTIONAL GAS. INSTALL DRYER BOX IN WALL FOR VENTING. 07 LAVATORY SET IN SOLID SURFACE COUNTERTOP WITH CABINETS BELOW. 08 LOW FLOW WATER CLOSET W/ MAXIMUM FLUSH OF OF 1.28 GALLONS PER FLUSH (TYPICAL) PER CRC R327.1.1 GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON BACK OF WALL OF TOILET & SLAB FLOOR SHALL PROVIDE REINFORCEMENT FOR FLOOR MOUNTED GRAB BARS. SEE DET. 1/D1.3. 09 VANITY MIRROR. 10 OVAL TUB w/12" TILE SPLASH & DECK 11 LASCO MODEL #102422P FIBERGLASS TUB/ SHOWER COMBO UNIT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SHOWER GLASS DOOR TO BE TEMP. & MIN. 22" WIDE. GLASS TUB/SHOWER SEPARATOR TO BE TEMPERED. SEE OPTIONAL PLAN. 12 SHOWER W/ TILE 72" MIN. O/ USE OF FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS , w/2"-9" MAX. CURB. PROVIDE TEMPERED GLASS ENCLOSURE AS REQUIRED. MIN 22" TEMP DOOR. THE WATER RESISTANT GYP BOARD SHALL NOT BE INSTALLED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREA SUBJECT TO HIGH HUMIDITY. R702.3.8.1 13 50 GALLON ELECTRIC WATER HEATER. INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR CLEARANCE. 14 PEDESTAL SINK 15 LINE OF UPPER CABINET. 16 GRANITE COUNTERTOP w/ CABINETS BELOW 17 (1) SHELF AND (1) POLE. 18 1-3/8" THK. SOLID CORE DOOR W/ SELF CLOSING HINGES AND SELF-LATCHING. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 19 ONE LAYER OF 5/8" THK. TYPE 'X' GYP. BD. TYPICAL AT ALL HOUSE/GARAGE COMMON WALLS. APPLY TO ENTIRE GARAGE WALL & CEILING. 20 30"x30" ATTIC ACCESS TO BE WEATHER STRIPPED & INSULATION EQUIVALENT TO THAT OF THE CEILING SHALL BE INSTALLED ON ACCESS PANEL 21 CONCRETE PORCH/PATIO SLAB - BROOM FINISH (SLOPE AWAY FROM BUILDING). 22 A/C CONDENSING UNIT ON PRE-CAST CONCRETE PAD. 23 FLAT SOFFIT @ +8'-0". 24 TELECOMMUNICATION SERVICE TO RESIDENCE. 25 ELECTRICAL SERVICE TO RESIDENCE. 26 6x6 D.F. RESAWN POST - SEE ELEVATION 27 CONC. STOOP AT GARAGE MAN DOOR - (BROOM FINISH) SLOPE AWAY FROM BLDG. 28 30" OVEN / MICROWAVE COMBO 29 STAIRS, SEE DET. 2/D1.3. 30 HANDRAIL/GUARDRAIL w/ 8" CURB. 31 2x6 PONY WALL. 32 WATERPROOF DECK COATING - HILLS BROS. CHEM. CO 'DESERT-CRETE', ICBO #4635 OR APPROVED EQUAL. INSTALL PER MFR RECOMMENDATIONS & ICBO REPORT. 33 LINE OF FLOOR ABOVE 34 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 35 PANTRY w/ (5) SHELVES 36 TOWEL RING @ 59" w/ BLOCKING 37 TOWEL BARD @ 51" w/ BLOCKING 38 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 39 GRAB BAR REINFORCEMENT TO BE INSTALLED PER CRC R327.1.1 AT THE BACK AND SIDE WALL OF THE WATER CLOSET, CONTINUOUS AROUND THE SHOWER, AND CONTINUOUS AT THE BACK WALL AND EACH END OF THE TUB w/ FLOOR MOUNTED GRAB BAR REINFORCEMENT WHERE APPLICABLE. 40 LINEN w/ 5 SHELVES FLOOR NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ALL SPECIAL BOLTS, STRAPS AND HOLDOWNS 2. SEE N SHEETS FOR GENERAL NOTES 3. SEE D SHEETS FOR GENERAL DETAILS 4. LABELED SAFETY GLASS IS REQUIRED IN TUB/SHOWER ENCLOSURES & GLAZING WITHIN 60" FORM BOTTOM OF TUBS/SHOWERS. (OPTIONAL) 5 MAXIMUM SILL HEIGHT OF 44 INCHES FROM THE BOTTOM OF THE CLEAR OPENING ABOVE THE FLOOR IN SLEEPING ROOMS FOR ALL WINDOWS USED FOR EMERGENCY EXITS, WITH MINIMUM 821 SQ.IN. (24" WIDE x 20" HIGH CLR. OPENING) 6. WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATD MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE 24" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F 2090, THE GUARD MAY NOT HAVE OPENINGS THAT A 4" SPHERE IN DIAMETER CAN PASS THRU 7. PROVIDE A GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL 8. INSTANTANEOUS WATER HEATERS WITH INPUT RATING GREATER THAN 6.8kBTU/hr (2-kw) SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN VALVES ARE CLOSED. PER CA ENERGY CODE 110.3(c)7 9. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. 10. A SHEETROCK NAILING INSPECTION IS REQUIRED -2022 CRC R109.1.4.2 & 2022 CBC 110.3.5 & CLOVIS MUNICIPAL CODE (CMC) SECT. 305.5(4) & (5). VALUES OR NOTES ENERGY COMPLIANCE SCHEDULE REQUIREMENT WALL INSULATION 2x4=R-15, 2x6=R-21 ATTIC INSULATION R-30 FLOOR INSULATION R-19 DUCT INSULATION R-6.0 HVAC HEATING 0.95 AFUE HVAC COOLING 15.2 SEER 0.91 ENERGY FACTOR LIGHTING SEE ELECTRICAL SHEETS HERS HIGH ENERGY EFFICIENCY RATIO (EER) PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION PRIOR TO FINAL INSPECTION WATER HEATER ROOF REQUIRED COMP. ROOF EXT. FOAM INSULATION 1" THK. FOAM INSULATION R-4.0 HERS DUCT LEAKAGE TESTING HERS HIGH EFFICIENCY INSULATION INSTALL ROOF DECK INSULATION R-13 WALL LEGEND 2x4 STD. GR. STUDS @16" O.C. w/R-15 INSULATION @EXT. WALLS U.N.O. 2x6 STUDS @16" O.C. w/R-21 INSULATION @ EXT. WALLS U.N.O. DOOR SCHEDULE SYMBOL DIMENSIONS TYPE REMARKS 010203040506070809 WINDOW SCHEDULE SYMBOL A B C D E F G H J K UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, PROVIDE GASKET OR WEATHERSTIPING TO PROVIDE A SUBSTANTIALLY AIRTIGHT SEAL FIBERGLASS ENTRY DOOR ALUM. 3'-0" x 8'-0" 8'-0" x 7'-0" 3'-0" x 6'-8" FRENCH DOOR 5'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR L101112131415 I 2'-8" x 6'-8" SINGLE 3'-0" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE SINGLE SINGLE SINGLE GARAGE DOORS SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE GARAGE DOOR MANUFACTURER. THE LABEL SHALL IDENTIFY THE GARAGE DOOR MANUFACTURER, THE GARAGE DOOR MODEL/SERIES NUMBER, THE POSITIVE AND NEGATIVE DESIGN WIND PRESSURE RATING, THE INSTALLATION INSTRUCTION DRAWING REFERENCE NUMBER, AND THE APPLICABLE TEST STANDARD. [R609.4.1] SINGLE M N O P Q R S T U V SINGLE HUNG @ AMERICAN TRADITIONAL ELEVATION @ CRAFTSMAN ELEVATION W X Y TEMP. SINGLE SINGLE 161718 SINGLE 192021 2'-6" x 6'-8" 22 BI-PASS 6'-0" x 6'-8" SINGLE SINGLE SINGLE ZAABBCC SINGLE SINGLE 3'-0" x 6'-8" 2'-6" x 6'-8" 2'-4" x 6'-8" 2'-6" x 6'-8" 2'-8" x 6'-8" 2'-6" x 6'-8" 3'-0" x 6'-8" 2'-4" x 6'-8" 2'-4" x 6'-8" 5'-0" x 6'-8" BI-PASS SLIDER 5'-0" x 5'-0" SLIDER 5'-0" x 5'-0" SLIDER @ RANCH ELEVATION 2'-0" x 5'-0" 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" 6'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG FIXED 8'-0" x 5'-0" XOX BED 4 OPTION BED 4 OPTION BED 5 OPTION BED 5 OPTION 3'-0" x 6'-8" 2'-4" x 6'-8" 6'-0" x 5'-0" SLIDER 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 8'-0" x 5'-0" XOX 4'-0" x 4'-6" FIXED 5'-0" x 5'-0" SLIDER TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 3'-0" x 5'-0" FIXED TEMP. 2'-0" x 5'-0" SINGLE HUNG 2'-0" x 5'-0" SINGLE HUNG 23 3'-0" x 6'-8" PAIR OPTION @ FLEX BEDROOM 4 OPTION BEDROOM 5 OPTION DUAL SINK @ BATH 2
LEFT ELEVATION FRONT ELEVATION
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+8'-1" PLT. HT.
+24'-11" T.O. RIDGE 01
01 01
TYP.
02 TYP.
02 TYP.
02 04
05 05
06 06
07 07
07 08
08 10
TYP.
12 12
13 14
14 FIN. FLR.
13 +9'-1" PLT. HT.
+0'-0" FIN. FLR.
+8'-1" PLT. HT.
+24'-11" T.O. RIDGE
FIN. FLR.
05 06
REAR ELEVATION RIGHT ELEVATION
A2.1 AMERICAN TRADITIONAL
EXTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0" 7030 N. FRUIT AVE. SUITE 101 FRESNO , CALIFORNIA 93711 PHONE: (559) 435-9700 FAX: (559) 435-9707 CONTR. LIC. # 822555 SHEET 14567
REVISIONS
MODEL
PLOT DATE:
PLAN CHECK NUMBER
STD PLN #
2440
09/05/2025PLAN 2440 "ALL RIGHTS RESERVED" 3 B E ONADELL HOMES INC. THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS AND DESIGNS ARE THE PROPERTY OF BONADELLE HOMES INC. AND MAY NOT BE REPRODUCED, CHANGE OR COPIED IN ANY FORM WITHOUT THE PERMISSION OF BONADELLE HOMES INC. 2 1 CONTRACTOR TO PROVIDE ADDITIONAL STUCCO JOINTS AS NEEDED TO MINIMIZE CRACKING. 2 PROVIDE G.I. SHEET METAL FLASHING AND COUNTER-FLASHING AS REQUIRED COMPLY TO 2022 CRC 3 ALL WINDOWS TO BE DUAL GLAZED VINYL "LOW-E" w/ FINISH PER DEVELOPER - PROVIDE MUNTINS AS SHOWN.
ELEVATION KEYNOTES
ELEVATION NOTES
1. COMPOSITION ASPHALT ROOFING. PER THE CF1R ENERGY CALCULATION, ROOFING MATERIAL SHALL HAVE A SOLAR REFLECTANCE OF AT LEAST 0.16.
2. 2-COAT CEMENT PLASTER o/1" THK. FOAM w/ (2) LAYER GRADE "D" PAPER,UNDER THE CEMENT PLASTER COVERING WHEN APPLIED OVER WOOD SHEATHING w/ LATH AND WEEP SCREED APPLY CEMENT PLASTER o/ 3.4# HIGH-RIB METAL LATH AT EXTERIOR CEILINGS, OVERHANGS, AND OTHER HORIZONTAL SURFACES, ETC..
ESR#2535
3. ICC ESR#2586 APPROVED THERMAL BARRIER PROTECTION BEHIND 2-COAT STUCCO SYSTEM AT EXPOSED GABLE END ATTIC SPACE OR 1/2" SHEET ROCK APPROVED EQ.
4. MANUFACTURED STONE VENEER:
ELDORADO STONE VENEER: LIGHTWEIGHT AGGREGATE, PORTLAND CEMENT AND IRON OXIDES. CODE CERTIFICATION: ESR-1215 FA/VA MATERIAL RELEASE #910 UNDERWRITER'S LABORATORIES CLASSIFICATION #546T. INSTALL
MANUFACTURED STONE VENEER PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL VENEER PRODUCT OVER METAL LATH w/ ONE PART TYPE "M" MORTAR AND TWO PARTS MASONRY SAND. VENEER MATERIAL IS LIGHTWEIGHT AND NEEDS NO FOUNDATION SUPPORT.
5. FIBER CEMENT LAP SIDING o/ BUILDING PAPER, INSTALL PER MFGR'S. SPECS.
6. 4” FIBER CEMENT TRIM
7. 2x6 FASCIA, TYP.
8. GABLE END VENT, REFER TO STRUCTURAL ROOF PLANS FOR SIZE AND COUNT.
9. DECORATIVE FOAM CORBELS.
10. 1/2" EXPANSION JOINTS INSTALLED @ TIME OF LATH.
11. 6x6 D.F. RE-SAWN POST.
12. FOAM TRIM w/ STUCCO FINISH, EXTEND 3” PAST OPENING.
13. DECORATIVE SHUTTERS PERMANENTLY AFFIXED TO EXTEIOR WALL.CP
14. FINISHED GRADE SLOPE REQUIRED TO FALL AWAY FROM STRUCTURE. LOT SHALL
BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS, THE GRADE SHALL FALL A MIN. OF 6" WITHIN THE FIRST 10 FT. (CRC R401.3)..
LEFT ELEVATION FRONT ELEVATION
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+8'-1" PLT. HT.
+25-1" T.O. RIDGE 01
01 01
TYP.
02 TYP.
02 TYP.
02 04
12 12
07 07
07 08
08 10
TYP.
12 12
13 14
14 FIN. FLR.
13 +9'-1" PLT. HT.
+0'-0" FIN. FLR.
+8'-1" PLT. HT.
+25'-1" T.O. RIDGE
FIN. FLR.
05 06
REAR ELEVATION RIGHT ELEVATION
FASCIA: 512"
FASCIA: 512"
09 04
A2.2 CRAFTSMAN
EXTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0" 7030 N. FRUIT AVE. SUITE 101 FRESNO , CALIFORNIA 93711 PHONE: (559) 435-9700 FAX: (559) 435-9707 CONTR. LIC. # 822555 SHEET 14567
REVISIONS
MODEL
PLOT DATE:
PLAN CHECK NUMBER
STD PLN #
2440
09/05/2025PLAN 2440 "ALL RIGHTS RESERVED" 3 B E ONADELL HOMES INC. THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS AND DESIGNS ARE THE PROPERTY OF BONADELLE HOMES INC. AND MAY NOT BE REPRODUCED, CHANGE OR COPIED IN ANY FORM WITHOUT THE PERMISSION OF BONADELLE HOMES INC. 2 1 CONTRACTOR TO PROVIDE ADDITIONAL STUCCO JOINTS AS NEEDED TO MINIMIZE CRACKING. 2 PROVIDE G.I. SHEET METAL FLASHING AND COUNTER-FLASHING AS REQUIRED COMPLY TO 2022 CRC 3 ALL WINDOWS TO BE DUAL GLAZED VINYL "LOW-E" w/ FINISH PER DEVELOPER - PROVIDE MUNTINS AS SHOWN.
ELEVATION KEYNOTES
ELEVATION NOTES
1. COMPOSITION ASPHALT ROOFING. PER THE CF1R ENERGY CALCULATION, ROOFING MATERIAL SHALL HAVE A SOLAR REFLECTANCE OF AT LEAST 0.16.
2. 2-COAT CEMENT PLASTER o/1" THK. FOAM w/ (2) LAYER GRADE "D" PAPER,UNDER THE CEMENT PLASTER COVERING WHEN APPLIED OVER WOOD SHEATHING w/ LATH AND WEEP SCREED APPLY CEMENT PLASTER o/ 3.4# HIGH-RIB METAL LATH AT EXTERIOR CEILINGS, OVERHANGS, AND OTHER HORIZONTAL SURFACES, ETC..
ESR#2535
3. ICC ESR#2586 APPROVED THERMAL BARRIER PROTECTION BEHIND 2-COAT STUCCO SYSTEM AT EXPOSED GABLE END ATTIC SPACE OR 1/2" SHEET ROCK APPROVED EQ.
4. MANUFACTURED STONE VENEER:
ELDORADO STONE VENEER: LIGHTWEIGHT AGGREGATE, PORTLAND CEMENT AND IRON OXIDES. CODE CERTIFICATION: ESR-1215 FA/VA MATERIAL RELEASE #910 UNDERWRITER'S LABORATORIES CLASSIFICATION #546T. INSTALL
MANUFACTURED STONE VENEER PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL VENEER PRODUCT OVER METAL LATH w/ ONE PART TYPE "M" MORTAR AND TWO PARTS MASONRY SAND. VENEER MATERIAL IS LIGHTWEIGHT AND NEEDS NO FOUNDATION SUPPORT.
5. FIBER CEMENT LAP SIDING o/ BUILDING PAPER, INSTALL PER MFGR'S. SPECS.
6. 4” FIBER CEMENT TRIM
7. 2x6 FASCIA, TYP.
8. GABLE END VENT, REFER TO STRUCTURAL ROOF PLANS FOR SIZE AND COUNT.
9. DECORATIVE FOAM CORBELS.
10. 1/2" EXPANSION JOINTS INSTALLED @ TIME OF LATH.
11. 6x6 D.F. RE-SAWN POST.
12. FOAM TRIM w/ STUCCO FINISH, EXTEND 3” PAST OPENING.
13. DECORATIVE SHUTTERS PERMANENTLY AFFIXED TO EXTEIOR WALL.CP
14. FINISHED GRADE SLOPE REQUIRED TO FALL AWAY FROM STRUCTURE. LOT SHALL
BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS, THE GRADE SHALL FALL A MIN. OF 6" WITHIN THE FIRST 10 FT. (CRC R401.3)..
LEFT ELEVATION FRONT ELEVATION
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+8'-1" PLT. HT.
+24-11" T.O. RIDGE 01
01 01
TYP.
02 TYP.
02 TYP.
02 04
12 07
07 07
08 08
10 TYP.
12 12
13 14
14 FIN. FLR.
13 +9'-1" PLT. HT.
+0'-0" FIN. FLR.
+8'-1" PLT. HT.
+24'-11" T.O. RIDGE
FIN. FLR.
05 06
REAR ELEVATION RIGHT ELEVATION
04 A2.3 TRADITIONAL RANCH
EXTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0" 7030 N. FRUIT AVE. SUITE 101 FRESNO , CALIFORNIA 93711 PHONE: (559) 435-9700 FAX: (559) 435-9707 CONTR. LIC. # 822555 SHEET 14567
REVISIONS
MODEL
PLOT DATE:
PLAN CHECK NUMBER
STD PLN #
2440
09/05/2025PLAN 2440 "ALL RIGHTS RESERVED" 3 B E ONADELL HOMES INC. THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS AND DESIGNS ARE THE PROPERTY OF BONADELLE HOMES INC. AND MAY NOT BE REPRODUCED, CHANGE OR COPIED IN ANY FORM WITHOUT THE PERMISSION OF BONADELLE HOMES INC. 2 1 CONTRACTOR TO PROVIDE ADDITIONAL STUCCO JOINTS AS NEEDED TO MINIMIZE CRACKING. 2 PROVIDE G.I. SHEET METAL FLASHING AND COUNTER-FLASHING AS REQUIRED COMPLY TO 2022 CRC 3 ALL WINDOWS TO BE DUAL GLAZED VINYL "LOW-E" w/ FINISH PER DEVELOPER - PROVIDE MUNTINS AS SHOWN.
ELEVATION KEYNOTES
ELEVATION NOTES
1. COMPOSITION ASPHALT ROOFING. PER THE CF1R ENERGY CALCULATION, ROOFING MATERIAL SHALL HAVE A SOLAR REFLECTANCE OF AT LEAST 0.16.
2. 2-COAT CEMENT PLASTER o/1" THK. FOAM w/ (2) LAYER GRADE "D" PAPER,UNDER THE CEMENT PLASTER COVERING WHEN APPLIED OVER WOOD SHEATHING w/ LATH AND WEEP SCREED APPLY CEMENT PLASTER o/ 3.4# HIGH-RIB METAL LATH AT EXTERIOR CEILINGS, OVERHANGS, AND OTHER HORIZONTAL SURFACES, ETC..
ESR#2535
3. ICC ESR#2586 APPROVED THERMAL BARRIER PROTECTION BEHIND 2-COAT STUCCO SYSTEM AT EXPOSED GABLE END ATTIC SPACE OR 1/2" SHEET ROCK APPROVED EQ.
4. MANUFACTURED STONE VENEER:
ELDORADO STONE VENEER: LIGHTWEIGHT AGGREGATE, PORTLAND CEMENT AND IRON OXIDES. CODE CERTIFICATION: ESR-1215 FA/VA MATERIAL RELEASE #910 UNDERWRITER'S LABORATORIES CLASSIFICATION #546T. INSTALL
MANUFACTURED STONE VENEER PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL VENEER PRODUCT OVER METAL LATH w/ ONE PART TYPE "M" MORTAR AND TWO PARTS MASONRY SAND. VENEER MATERIAL IS LIGHTWEIGHT AND NEEDS NO FOUNDATION SUPPORT.
5. FIBER CEMENT LAP SIDING o/ BUILDING PAPER, INSTALL PER MFGR'S. SPECS.
6. 4” FIBER CEMENT TRIM
7. 2x6 FASCIA, TYP.
8. GABLE END VENT, REFER TO STRUCTURAL ROOF PLANS FOR SIZE AND COUNT.
9. DECORATIVE FOAM CORBELS.
10. 1/2" EXPANSION JOINTS INSTALLED @ TIME OF LATH.
11. 6x6 D.F. RE-SAWN POST.
12. FOAM TRIM w/ STUCCO FINISH, EXTEND 3” PAST OPENING.
13. DECORATIVE SHUTTERS PERMANENTLY AFFIXED TO EXTEIOR WALL.CP
14. FINISHED GRADE SLOPE REQUIRED TO FALL AWAY FROM STRUCTURE. LOT SHALL
BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS, THE GRADE SHALL FALL A MIN. OF 6" WITHIN THE FIRST 10 FT. (CRC R401.3)..
INITIAL STUDY
Bonadelle Lacey Ave Residential Project
Prepared for:
City of Hanford - Community Development Department
317 N. Douty Street
Hanford, CA 93230
Contact Person: Gabrielle Myers
Phone: (559) 585-2578
Prepared by:
Crawford & Bowen Planning, Inc.
113 N. Church Street, Suite 310
Visalia, CA 93291
(559) 840-4414
Contact: Emily Bowen, LEED AP
September 2026
Bonadelle Lacey Ave Residential Project | Initial Study CITY OF HANFORD | Crawford & Bowen Planning, Inc. 2
TABLE OF CONTENTS
PROJECT INFORMATION.................................................................................................4 Project title.........................................................................................................................4 Lead agency name and address .....................................................................................4 Contact person and phone number...............................................................................5 Project location .................................................................................................................5 Project sponsor’s name/address.....................................................................................5 General plan designation................................................................................................5 Zoning ...............................................................................................................................5 Project Description...........................................................................................................5 Existing Conditions and Surrounding Land Uses.......................................................6 Other Project Approvals .................................................................................................7 Tribal Consultation ..........................................................................................................7 ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED ...................................11 DETERMINATION.............................................................................................................12 ENVIRONMENTAL CHECKLIST...................................................................................13 I. AESTHETICS...............................................................................................................13 II. AGRICULTURE AND FOREST RESOURCES......................................................17 III. AIR QUALITY ........................................................................................................23 IV. BIOLOGICAL RESOURCES...................................................................................32 V. CULTURAL RESOURCES ......................................................................................46 VI. ENERGY...................................................................................................................50 VII. GEOLOGY AND SOILS.........................................................................................55
Bonadelle Lacey Ave Residential Project | Initial Study CITY OF HANFORD | Crawford & Bowen Planning, Inc. 3
VIII. GREENHOUSE GAS EMISSIONS......................................................................60 IX. HAZARDS AND HAZARDOUS MATERIALS ..................................................69 X. HYDROLOGY AND WATER QUALITY .............................................................74 XI. LAND USE AND PLANNING .............................................................................80 XII. MINERAL RESOURCES........................................................................................82 XIII. NOISE .....................................................................................................................83 XIV. POPULATION AND HOUSING........................................................................88 XV. PUBLIC SERVICES.................................................................................................90 XVI. RECREATION .......................................................................................................94 XVII. TRANSPORTATION/TRAFFIC.........................................................................96 XVIII. TRIBAL CULTURAL RESOURCES ...............................................................103 XX. WILDFIRE..............................................................................................................111 XXI. MANDATORY FINDINGS OF SIGNIFICANCE ..........................................113 LIST OF PREPARERS.......................................................................................................116
Bonadelle Lacey Ave Residential Project | Initial Study CITY OF HANFORD | Crawford & Bowen Planning, Inc. 4
NOTE: This Final MND consists of the publicly circulated Draft MND (7/24/2026 – 8/24/2026) and the addition of Appendix E. Appendix E provides an overview of the comment letter received on the Draft MND and the City responses to those comments. Changes to the publicly circulated Draft MND include the following:
• Biological Resources – includes additional mitigation to protect species identified by the Department of Fish and Wildlife.
• Hazards – includes the results of soil testing associated with a Phase II Environmental Site Assessment. The soil sampling shows that potential hazards levels are below significance thresholds.
All text additions are shown in underline and deletions are in strikethrough.
PROJECT INFORMATION
This document is the Initial Study for the potential environmental effects of the Bonadelle Lacey Ave Residential Project (Project) proposed in the City of Hanford (City). To accommodate this Project, the City will need to approve an Annexation, Prezone, Planned Unit Development and Tentative Subdivision Map along with an annexation into the City of Hanford. The City of Hanford will act as the Lead Agency for this project pursuant to the California Environmental Quality Act (CEQA) and the CEQA Guidelines. Copies of all materials referenced in this report are available for review in the project file during regular business hours at the Hanford Community Development Department at 317 N. Douty Street, Hanford, CA 93230.
Project title
Bonadelle Lacey Ave Residential Project
Lead agency name and address
City of Hanford - Community Development Department
317 N. Douty Street
Hanford, CA 93230
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Contact person and phone number
Gabrielle Myers
City of Hanford
(559) 585-2578
Email: [email protected]
Project location
The City of Hanford lies in the Central San Joaquin Valley region, in the eastern portion of Kings County (see Figure 1). State Route (SR) 198 runs east-west through the southern portion of the City and SR 43 runs north-south around the eastern boundary. The proposed Project site is located outside but adjacent to the City of Hanford limits, within the City’s Sphere of Influence. The proposed development is located on an approximately 16.65-acre site south of Lacey Blvd and west of 12 ½ Avenue (see Figures 1 and 2).
Project sponsor’s name/address
Bonadelle Neighborhoods
John Bonadelle, Vice President
7030 N. Fruit, #101
Fresno, CA 93711
General plan designation
Low and Medium Density Residential
Zoning
R-L-5 (Low Density Residential)
R-M Medium-Density Residential
Project Description
The proposed Project includes an annexation and residential development on a 16.65-acre site immediately west of the City of Hanford.
The proposed Project site is within the City’s Sphere of Influence and annexation is proposed for the entire 16.65-acre Project site, and includes Assessor Parcel Numbers (APN) 011-010-003, -004, -005, -006,
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-007, -008 and -009. APNs 011-010-007, -008 and -009 total 2.77 acres in size and are currently developed with rural residences. See Figure 2. No development is proposed for these 2.77 acres.
A Tentative Subdivision Map is proposed for the remaining 13.88 acres, which would divide the site into 78 single family residential lots, ranging in size from 4,275 to 5,850 square feet. The Tentative Subdivision Map would also include a 0.88-acre stormwater basin. See Figure 3. Access roads, lighting, landscaping and other associated improvements will be constructed, per City Standards within the proposed Project site and along the future Aquifer Drive alignment along the eastern site boundary. Construction will include the connection to City water, storm drain and sewer within the development, along with other utilities such as electric and communication lines. Along with the Tentative Subdivision Map, a Planned Unit Development (PUD) is required to allow for wider garage widths than the small-lot provisions of the City of Hanford’s Municipal Code Sections 17.10.100 and 17.12.100 allow. The development of 78 single-family residential units is allowable under the current General Plan Land Use Designation and City of Hanford Zone District.
Site Circulation
Vehicular access to the Project will be from the future alignment of Aquifer Drive (currently called 12 ½ Avenue) and from a residential development to the south, currently in the entitlement process. Each single-family residence will include a two-car garage.
Construction
Proposed Project implementation includes demolishing the rural residence and associated out structures along Lacey Blvd. The Project is anticipated to be developed in one phase over two years.
Existing Conditions and Surrounding Land Uses
The Project site currently supports fallowed agricultural land and a rural residence. Analysis of aerial imagery indicates that the site has been used for agricultural purposes since at least 1994.
The project vicinity is characterized by a mix of urban and agricultural uses. Areas immediately surrounding the project site consist of agricultural lands to the west, rural commercial and agricultural to the east, agriculture and rural residential development to the south, and residential development to the north.
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Other Project Approvals
• Approval of a Tentative Subdivision Map by the City of Hanford • Approval of a Planned Unit Development by the City of Hanford • Approval of Annexation by Kings County LAFCo
• Approval of Building Permits by the City of Hanford
• Compliance with Rule 9510 by the San Joaquin Valley Air Pollution Control District • Storm Water Pollution Prevention Plan by the Central Valley Regional Water Quality Control Board
• Compliance with other federal, state and local requirements Tribal Consultation
The City of Hanford has not received any Project-specific requests from any Tribes in the geographic area with which it is traditionally and culturally affiliated with or otherwise to be notified about projects in the City of Hanford.
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Figure 1 – Location
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Figure 2 – Site Aerial
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Figure 3 – Site Plan
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ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED
The environmental factors checked below would be potentially affected by this project, involving at least one impact that is a “Potentially Significant Impact” as indicated by the checklist on the following pages.
Aesthetics Agriculture Resources
and Forest Resources Air Quality
Biological Resources Cultural Resources Energy
Geology / Soils
Greenhouse Gas
Emissions
Hazards & Hazardous
Materials
Hydrology / Water
Quality Land Use / Planning Mineral Resources
Noise Population / Housing Public Services
Recreation Transportation
Tribal Cultural
Resources
Utilities / Service
Systems
Wildfire Mandatory Findings of
Significance
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DETERMINATION
On the basis of this initial evaluation:
I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared.
I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared.
I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required.
I find that the proposed project MAY have a “potentially significant impact” or “potentially significant unless mitigated” impact on the environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed.
I find that although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to that earlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project, nothing further is required.
Gabrielle Myers
City of Hanford
Date
September 3, 2026
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ENVIRONMENTAL CHECKLIST
I. AESTHETICS
Would the project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporation
Less than
Significant
Impact
No
Impact
a. Have a substantial adverse effect on a
scenic vista?
b. Substantially damage scenic resources,
including, but not limited to, trees, rock
outcroppings, and historic buildings within
a state scenic highway?
c. In non-urbanized areas, substantially
degrade the existing visual character or
quality of public views of the site and its
surroundings? (Public views are those that
are experienced from publicly accessible
vantage point). If the project is in an
urbanized area, would the project conflict
with applicable zoning and regulations
governing scenic quality?
d. Create a new source of substantial light or
glare which would adversely affect day or
nighttime views in the area?
ENVIRONMENTAL SETTING
The 13.88-acre development area currently supports fallow agriculture and rural residences. The Project vicinity is characterized by a mix of urban and agricultural uses. Areas immediately surrounding the Project site consist of agricultural lands to the west, rural commercial and agricultural to the east, agriculture and rural residential development to the south, and residential development to the north.
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RESPONSES
a) Have a substantial adverse effect on a scenic vista? b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway?
Less Than Significant Impact. The Project Applicant intends to develop 78 single-family residential units on an approximately 13.88-acre site.
A scenic vista is defined as a viewpoint that provides expansive views of highly valued landscape for the benefit of the general public. The City of Hanford is located in the northern portion of Kings County and is composed of 16.6 square miles of flat land, not covered by water. The only natural waterway is Mussel Slough, remnants of which still exist on the City’s western boundary. The People’s Ditch, an irrigation canal dug in the 1870’s, spans Hanford from north to south. The City does not identify any scenic vistas within the Project area; views consist primarily of broad panoramas of agricultural land.
The land has been designated for Low and Medium-Density Residential development by the City of Hanford General Plan. There are no officially designated or eligible State Scenic Highways near the Project area. There are also no rock outcroppings within the City’s General Plan Study Area. The City does have an ordinance protecting trees in Chapter 12.12, Street Trees and Shrubs, of the Municipal Code.
However, the Project would be consistent with the tree ordinance. The Project would not substantially damage scenic resources, including, but not limited to, rock outcroppings, trees and historical buildings within a State Scenic Highway. Impacts would be less than significant.
Mitigation Measures: None are required.
c) In non-urbanized areas, substantially degrade the existing visual character or quality of public views of the site and its surroundings? (Public views are those that are experienced from publicly accessible vantage point). If the project is in an urbanized area, would the project conflict with applicable zoning and regulations governing scenic quality?
Less than Significant Impact. The proposed Project would alter the existing visual character of public views of the site from fallowed agricultural and a rural residence to fully developed single-family residences. Upon approval of the Annexation, Planned Unit Development and Tentative Subdivision Map, the Project design is subject to the General Plan and zoning standards, which apply to site layout, building design, landscaping, interior street design, lighting, parking and signage.
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The improvements such as those proposed by the Project are typical of City urban areas and are generally expected from residents of the City. The development will be required to comply with the General Plan and R-L-5 Low-Density Residential and R-M Medium-Density Residential zone district, except where expressly modified through the planned unit development, and the Tree Ordinance. The proposed improvements would not substantially degrade the visual character of the area and would not diminish the visual quality of the area, as they would be consistent with the existing urban visual setting. The proposed Project itself is not visually imposing against the scale of the existing nearby residential buildings and nature of the surrounding area.
Therefore, the Project would have less than significant impacts on the visual character of the area.
Mitigation Measures:
None Required.
d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area?
Less Than Significant Impact. Nighttime lighting is necessary to provide and maintain safe, secure, and attractive environments; however, these lights have the potential to produce spillover light and glare and waste energy, and if designed incorrectly, could be considered unattractive. Light that falls beyond the intended area is referred to as “light trespass”. Types of light trespass include spillover light and glare.
Minimizing all these forms of obtrusive light is an important environmental consideration. A less obtrusive and well-designed energy efficient fixture would face downward, emit the correct intensity of light for the use, and incorporate energy timers.
Spillover light is light emitted by a lighting installation that falls outside the boundaries of the property on which the installation is sited. Spillover light can adversely affect light-sensitive uses, such as residential neighborhoods at nighttime. Because light dissipates as it travels from the source, the intensity of a light fixture is often increased at the source to compensate for the dissipated light. This can further increase the amount of light that illuminates adjacent uses. Spillover light can be minimized by using only the level of light necessary, and by using cutoff type fixtures or shielded light fixtures, or a combination of fixture types.
Glare results when a light source directly in the field of vision is brighter than the eye can comfortably accept. Squinting or turning away from a light source is an indication of glare. The presence of a bright light in an otherwise dark setting may be distracting or annoying, referred to as discomfort glare, or it may diminish the ability to see other objects in the darkened environment, referred to as disability glare.
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Glare can be reduced by design features that block direct line of sight to the light source and that direct light downward, with little or no light emitted at high (near horizontal) angles, since this light would travel long distances. Cutoff-type light fixtures minimize glare because they emit relatively low-intensity light at these angles.
Current sources of light in the Project area are from adjacent roadways and nearby residential and agricultural uses. The Project would necessitate street lighting and such lighting that would be subject to City standards, as outlined in the Hanford Municipal Code, Section 17.50.140 – Outdoor Lighting Standards which would reduce regulate light and glare generated from the Project. Accordingly, potential impacts would be considered less than significant.
Mitigation Measures:
None required.
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II. AGRICULTURE AND FOREST
RESOURCES
Would the project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporation
Less than
Significant
Impact
No
Impact
a. Convert Prime Farmland, Unique
Farmland, or Farmland of Statewide
Importance (Farmland), as shown on the
maps prepared pursuant to the Farmland
Mapping and Monitoring Program of the
California Resources Agency, to nonagricultural use?
b. Conflict with existing zoning for
agricultural use, or a Williamson Act
contract?
c. Conflict with existing zoning for, or cause
rezoning of, forest land (as defined in
Public Resources Code section 12220(g)),
timberland (as defined by Public
Resources Code section 4526), or
timberland zoned Timberland Production
(as defined by Government Code section
51104(g))?
d. Result in the loss of forest land or
conversion of forest land to non-forest
use?
e. Involve other changes in the existing
environment which, due to their location
or nature, could result in conversion of
Farmland, to non-agricultural use or
conversion of forest land to non-forest
use?
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ENVIRONMENTAL SETTING
The proposed Project site is located outside the City of Hanford limit, within the City of Hanford Sphere of Influence. The site is currently designated by the City of Hanford General Plan for residential development. The City of Hanford is located in northern Kings County within the San Joaquin Valley, California.
RESPONSES
a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use?
Less Than Significant Impact.
The proposed site is designated as Grazing Land and Prime Farmland by the State Farmland Mapping and Monitoring Program (FMMP).1 No land under Williamson Act contracts occur in the proposed Project area.
The proposed Project site is currently planned for residential development in the General Plan. The 2002 General Plan EIR evaluated the full build-out of the Planning Area and determined that approximately 3,260 acres of Prime Farmland would be converted to urban uses with General Plan buildout. In accordance with the General Plan EIR, the Project would be required to adhere to the Hanford Municipal Code 16.40.110 (Right to Farm) and the proposed goals and agriculture-related policies of the General Plan. The 2002 General Plan includes several self-mitigating policies, including policies and programs in the Land Use, Open Space/Conservation, and Recreation Element, and the Public Facilities Elements which help mitigate impacts on agricultural resources associated with implementation of the General Plan, particularly growth management policies. A brief description of the policy and applicability to the proposed Project is provided below.
Policy LU 1.2 (AQ) – Development in Planning Area B is considered premature until the sewer master plan is implemented and traffic capacity issues have been addressed with the adoption of an implementation plan.
• Does not apply to the proposed Project.
1 California Important Farmland Finder, Department of Conservation. https://maps.conservation.ca.gov/DLRP/CIFF/. Accessed November 2025.
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Policy LU 2.2 (AQ) – Very low-density residential development shall be required near the Planning Area Boundary to provide a transition between agricultural or rural areas and urban development. • This is no longer applicable because the very low-density designation was removed in the 2035 General Plan.
Policy LU 8.1 (AQ) - Appropriate buffers or other effective measures shall be included in development plans to ensure that conflicts such as noise, odor, light and glare, dust, or other potentially significant adverse environmental conditions are minimized.
Program LU 8.1-A (AQ) - Conservation/Open Space zoning shall be applied to undeveloped areas along railroad corridors, consistent with noise contours, to prevent encroachment of residential or other sensitive uses into that area. The extent of the buffer area may be reduced by the installation of physical barriers that have been determined by the City to reduce potentially significant adverse environmental conditions such as noise exposure.
• A conservation barrier exists between the Project site and the rail to the south.
Program LU 8.1-B (AQ) - In order to protect industrial development from intrusion and negative impact of non-compatible uses, proponents of residential projects in proximity to heavy industrial uses or Land Use Designations shall be required to provide the City with a full and complete discussion that addresses their impact on the viability of the existing or proposed industrial development. These discussions shall include noise, hazardous materials, emergency response and evacuation, air quality, odors, light and glare, traffic, and aesthetics.
The City shall adopt a development plan that will allow the relocation of Peoples Ditch into the OS buffer adjacent to the B.N. & S.F. railroad right-of-way between Flint Avenue and Grangeville Blvd. • Does not apply
Program LU 8.1-D (AQ) - At the time of development proposal, the City shall evaluate the desirability of requiring large lot development, in combination with open space amenities adjacent to 13th Avenue, between Hanford-Armona Road and Houston Avenue. This evaluation should be focused on minimizing potential conflict with the Armona Wastewater Plant disposal ponds. • Does not apply
Policy LU 21.1 (AQ) - Performance and Development Standards for the Kings Industrial Park shall be continually updated and maintained to encourage and guide consistent development in the Industrial Area.
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• Does not apply
Policy LU 23.1 - The City shall continue to develop and experiment with marketing approaches, including the use of the Enterprise Zone Designation and Targeted Industry and Business Study, to attract and keep industry in the City.
• Does not apply
Policy OCR 1.1 (AQ) - Create a greenbelt/open space buffer around the perimeter of the city that provides a clear sense of identity for the City of Hanford. • Does not apply
Policy OCR 1.2 (AQ) - The City will continue to coordinate land use policies and designations with Kings County to provide for a buffer between the urban area of Hanford and the unincorporated community of Armona.
• Does not apply
Policy OCR 1.3 (AQ) - The City may consider annexing Williamson Act lands if such annexation is necessary to provide for logical urban development and the provision of municipal services. • Does not apply
Program OCR 1.3 -A (AQ) - The City has included, in the General Plan Land Use Element, an Agricultural designation and has provided definitions which allow for the continued use as agriculture.
The Agricultural designation may also be used for preserving open space necessary for public safety around the Hanford Airport and other locations which may be effected by noise or other significant development constraints.
• Agricultural designation removed in 2035 General Plan – does not apply Program OCR 1.3-B - The City shall prepare and adopt a set of policies that govern the cancellation of Williamson Act contracts, and define the circumstances that the City would be willing to succeed to an active contract.
• Site is not under Williamson Act Contract – does not apply Policy OCR 6.1 (AQ) - Existing agricultural areas shall be retained in agricultural use until the time that such areas are needed for logical urban expansion.
• Agricultural designation removed – does not apply
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Policy PF 1.4 (AQ) - Infrastructure master plans shall limit system design near the urban limit line to provide only enough capacity for very low density development or compatible Public Facilities. • Does not apply
Policy PF 4.2 - The City shall work cooperatively with other water management agencies to prepare a groundwater management program as needed to ensure sufficient water supply for the build-out of the General Plan.
• Does not apply
The loss of farmland as a result of the General Plan Update was determined to be significant and unavoidable. A statement of overriding considerations was adopted for the significant and unavoidable impacts resulting from agriculture conversion. As such, no new impacts resulting from the conversion of agricultural land will occur with Project implementation. Impacts are considered less than significant.
Mitigation Measures: None Required.
b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? No Impact. The Project site is currently designated as Low- and Medium Density Residential by the General Plan and as part of the proposed Proejct, will be prezoned to R-L-5 (Low-Density Residential) and R-M (Medium Density Residential). The proposed TSM is an allowable density within the proposed Zone district. The Project parcels are not under Williamson Act Contracts, thus, there is no impact.
Mitigation Measures: None are required.
c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section 12220(g)), timberland (as defined by Public Resources Code section 4526), or timberland zoned Timberland Production (as defined by Government Code section 51104(g))? d) Result in the loss of forest land or conversion of forest land to non-forest use? No Impact. The proposed Project site is currently fallow agricultural land with a rural residence.
The lands immediately surrounding the site are residential and agricultural. No forestland is on-site or in the vicinity. The Project would not conflict with existing zoning for, or cause rezoning of, Forest Land, Timberland or Timberland Zoned Timberland Production, as these designations do not exist
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within the City. The Project would not result in the loss of forest land or conversion of forest land to non-forest use, as these designations also do not exist within the City. There is no impact.
Mitigation Measures: None are required.
e) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland, to non-agricultural use or conversion of forest land to non-forest use? Less Than Significant. Project development is site specific and will not involve other changes to the existing environment. The site is designated for residential development and agricultural conversion impacts in the City’s projected development areas were assessed in the 2002 Hanford General Plan EIR. Impacts were considered significant and unavoidable and a Statement of Overriding Considerations was adopted. There are no new impacts to agricultural conversion with Project implementation. There would be a less than significant impact.
Mitigation Measures: None are required.
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Bonadelle Lacey Ave Residential Project | Initial Study III. AIR QUALITY
Would the project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporation
Less than
Significant
Impact
No
Impact
a. Conflict with or obstruct implementation
of the applicable air quality plan?
b. Result in a cumulatively considerable net
increase of any criteria pollutant for
which the project region is nonattainment under an applicable federal or state ambient air quality standard?
c. Expose sensitive receptors to substantial
pollutant concentrations?
d. Result in other emissions (such as those
leading to odors or adversely affecting a
substantial number of people)?
ENVIRONMENTAL SETTING
The climate of the San Joaquin Valley is characterized by long, hot summers and stagnant, foggy, winters.
Precipitation is low and temperature inversions are common. These characteristics are conducive to the formation and retention of air pollutants and are in part influenced by the surrounding mountains which intercept precipitation and act as a barrier to the passage of cold air and air pollutants.
The proposed Project lies within the San Joaquin Valley Air Basin, which is managed by the San Joaquin Valley Air Pollution Control District (SJVAPCD or Air District). National Ambient Air Quality Standards (NAAQS) and California Ambient Air Quality Standards (CAAQS) have been established for the following criteria pollutants: carbon monoxide (CO), ozone (O3), sulfur dioxide (SO2), nitrogen dioxide (NO2), particulate matter (PM10 and PM2.5), and lead (Pb). The CAAQS also set standards for sulfates, hydrogen sulfide, and visibility.
Air quality plans or attainment plans are used to bring the applicable air basin into attainment with all state and federal ambient air quality standards designed to protect the health and safety of residents within that air basin. Areas are classified under the Federal Clean Air Act as either “attainment”, “nonPage 1067 of 1622 CITY OF HANFORD | Crawford & Bowen Planning, 24
Bonadelle Lacey Ave Residential Project | Initial Study attainment”, or “extreme non-attainment” areas for each criteria pollutant based on whether the NAAQS have been achieved or not. Attainment relative to the State standards is determined by the California Air Resources Board (CARB). The San Joaquin Valley is designated as a State and Federal extreme nonattainment area for O3, a State and Federal non-attainment area for PM2.5, a State non-attainment area for PM10, and Federal and State attainment area for CO, SO2, NO2, and Pb.2
REGULATORY SETTING
Federal
Clean Air Act
The federal Clean Air Act of 1970 (as amended in 1990) required the U.S. Environmental Protection Agency (EPA) to develop standards for pollutants considered harmful to public health or the environment. Two types of National Ambient Air Quality Standards (NAAQS) were established.
Primary standards protect public health, while secondary standards protect public welfare, by including protection against decreased visibility, and damage to animals, crops, landscaping and vegetation, or buildings. NAAQS have been established for six “criteria” pollutants: carbon monoxide (CO), nitrogen dioxide (NO2), sulfur dioxide (SO2), ozone (O3), particulate matter (PM10 and PM2.5), and lead (Pb).
State
California Air Resources Board
The California Air Resources Board (CARB) is the state agency responsible for implementing the federal and state Clean Air Acts. CARB has established California Ambient Air Quality Standards (CAAQS), which include all criteria pollutants established by the NAAQS, but with additional regulations for Visibility Reducing Particles, sulfates, hydrogen Sulfide (H2S), and vinyl chloride.
The proposed Project is located within the San Joaquin Valley Air Basin, which includes San Joaquin, Stanislaus, Merced, Madera, Fresno, Kings, Tulare, and parts of Kern counties and is managed by the SJVAPCD.
Air basins are classified as attainment, nonattainment, or unclassified. Attainment is achieved when monitored ambient air quality data is in compliance with the standards for a specified pollutant.
Non-compliance with an established standard will result in a nonattainment designation and an 2 San Joaquin Valley Air Pollution Control District. Ambient Air Quality Standards & Valley Attainment Status. http://www.valleyair.org/aqinfo/attainment.htm. Accessed December 2025.
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Bonadelle Lacey Ave Residential Project | Initial Study unclassified designation indicates insufficient data is available to determine compliance for that pollutant.
Standards and attainment status for listed pollutants in the Air District can be found in Table 1. Note that both state and federal standards are presented.
Table 1
Standards and Attainment Status for Listed Pollutants in the Air District3 Federal Standard California Standard
Ozone 0.075 ppm (8-hr avg) 0.07 ppm (8-hr avg) 0.09 ppm (1- hr avg)
Carbon Monoxide 9.0 ppm (8-hr avg) 35.0 ppm
(1-hr avg)
9.0 ppm (8-hr avg) 20.0 ppm
(1-hr avg)
Nitrogen Dioxide 0.053 ppm (annual avg) 0.30 ppm (annual avg) 0.18 ppm (1-hr avg)
Sulfur Dioxide 0.03 ppm (annual avg) 0.14
ppm (24-hr avg) 0.5 ppm (3-hr
avg)
0.04 ppm (24-hr avg) 0.25
ppm (1hr avg)
Lead 1.5 µg/m3 (calendar quarter)
0.15 µg/m3 (rolling 3-month
avg)
1.5 µg/m3 (30-day avg)
Particulate Matter (PM10) 150 µg/m3 (24-hr avg) 20 µg/m3 (annual avg) 50 µg/m3 (24-hr avg)
Particulate Matter (PM2.5) 15 µg/m3 (annual avg) 35 µg/m3 (24-hr avg) 12 µg/m3 (annual avg)
μg/m3 = micrograms per cubic meter
Additional State regulations include:
CARB Portable Equipment Registration Program – This program was designed to allow owners and operators of portable engines and other common construction or farming equipment to register their equipment under a statewide program so they may operate it statewide without the need to obtain a permit from the local air district.
3 San Joaquin Valley Air Pollution Control District. Ambient Air Quality Standards & Valley Attainment Status. http://www.valleyair.org/aqinfo/attainment.htm. Accessed December 2025.
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Bonadelle Lacey Ave Residential Project | Initial Study U.S. EPA/CARB Off-Road Mobile Sources Emission Reduction Program – The California Clean Air Act (CCAA) requires CARB to achieve a maximum degree of emissions reductions from off-road mobile sources to attain State Ambient Air Quality Standards (SAAQS); off- road mobile sources include most construction equipment. Tier 1 standards for large compression-ignition engines used in off-road mobile sources went into effect in California in 1996. These standards, along with ongoing rulemaking, address emissions of nitrogen oxides (NOX) and toxic particulate matter from diesel engines. CARB is currently developing a control measure to reduce diesel PM and NOX emissions from existing off-road diesel equipment throughout the state.
California Global Warming Solutions Act – Established in 2006, Assembly Bill 32 (AB 32) requires that California’s GHG emissions be reduced to 1990 levels by the year 2020. This will be implemented through a statewide cap on GHG emissions, which will be phased in beginning in 2012. AB 32 requires CARB to develop regulations and a mandatory reporting system to monitor global warming emissions levels.
In addition, the proposed Project is being evaluated pursuant to CEQA.
Local
San Joaquin Valley Air Pollution Control District
The San Joaquin Valley Air Pollution Control District (SJVAPCD) is the local agency charged with preparing, adopting, and implementing mobile, stationary, and area air emission control measures and standards. The SJVAPCD has several rules and regulations that may apply to the Project:
Rule 3135 (Dust Control Plan Fees) – This rule requires the project applicant to submit a fee in addition to a Dust Control Plan. The purpose of this rule is to recover the SJVAPCD’s cost for reviewing these plans and conducting compliance inspections.
Rules 4101 (Visible Emissions) and 4102 (Nuisance) – These rules apply to any source of air contaminants and prohibits the visible emissions of air contaminants or any activity which creates a public nuisance.
Rule 4641 (Cutback, Slow Cure, and Emulsified Asphalt, Paving and Maintenance Operations) – This rule applies to use of asphalt for paving new roadways or restoring existing roadways disturbed by project activities.
Regulation VIII (Fugitive PM10 Prohibitions) – This regulation, a series of eight regulations, is designed to reduce PM10 emissions by reducing fugitive dust. Regulation VIII requires implementation of control measures to ensure that visible dust emissions are substantially reduced. The control measures are summarized in Table 2.
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Bonadelle Lacey Ave Residential Project | Initial Study Table 2
San Joaquin Valley Air Pollution Control District
Regulation VIII Control Measures for Construction Related Emissions of PM104 The following are required to be implemented at all construction sites:
All disturbed areas, including storage piles, which are not actively utilized for construction purposes, shall be effectively stabilized of dust emissions using water, chemical stabilizers/suppressants, covered with a tarp or other similar cover, or vegetative All on-site unpaved roads and off-site unpaved access roads shall be effectively stabilized of dust emissions during construction using water or chemical stabilizer All land clearing, grubbing, scraping, excavation, land leveling, grading cut and fill, and demolition activities during construction shall be effectively controlled of fugitive dust emissions utilizing application of water or pre-soaking.
When materials are transported off-site, all material shall be covered, or effectively wetted to limit visible dust emissions, and at least six inches of freeboard space from top of container shall be maintained.
All operations shall limit, or expeditiously remove the accumulation of mud or dirt from adjacent public streets at the end of each workday. The use of dry rotary brushes is expressly prohibited except where preceded or accompanied by sufficient wetting to limit the visible dust emissions. Use of Following the addition of materials to, or the removal of materials from, the surface of outdoor storage piles, said piles shall be effectively stabilized of fugitive dust emissions utilizing sufficient water or chemical stabilizer/suppressant.
Within urban areas, trackout shall be immediately removed when it extends 50 or more feet from the site at the end of each workday.
Any site with 150 or more vehicle trips per day shall prevent carryout and trackout.
RESPONSES
a) Conflict with or obstruct implementation of the applicable air quality plan? Less Than Significant Impact. Potential Air Emissions generated by Project implementation estimated using the most recent emission factors and load factors obtained from the California Emissions Estimator Model® (CalEEMod) User’s Guide, Emission Factors (EMFAC) model and are presented in Appendix A.
If a Project were to generate criteria pollutants below significance thresholds adopted by the SJVAPCD the Project would be considered to result in a less than significant impact and in compliance with adopted SJVAPCD rules and regulations.
4 San Joaquin Valley Air Pollution Control District. Current District Rules and Regulations. http://www.valleyair.org/rules/1ruleslist.htm#reg8.
Accessed December 2025.
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Bonadelle Lacey Ave Residential Project | Initial Study Estimates for both construction and operational emissions; based on the development of 78 housing units in a single phase are presented in Tables 3 and 4 below.
Table 3
Estimated Construction Criteria Pollutant Emissions
NOx ROG PM10 PM2.5 CO SO2
Maximum annual
emissions
(tons/year)
1.221 0.605 0.299 0.154 1.586 0.003
SJVAPCD
Significance
Threshold
(tons/year)
10 10 15 15 100 27
Exceeds
Thresholds?
NO NO NO NO NO NO
Maximum daily
emissions
(pounds/day)
6.692 3.313 1.639 0.841 8.689 0.015
Table 4
Estimated Operational Criteria Pollutant Emissions
NOx ROG PM10 PM2.5 CO SO2
Mobile Emissions
(tons/year)
0.429 0.425 0.531 0.139 2.453 0.006
Area Emissions
(tons/year)
0.042 0.758 0.105 0.101 1.132 0.003
Energy (tons/year) 0.131 0.007 0.011 0.011 0.056 0.001
Total Operational
Emissions
(tons/year)
0.602 1.190 0.647 0.251 3.640 0.010
SJVAPCD
Significance
Threshold
10 10 15 15 100 27
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Bonadelle Lacey Ave Residential Project | Initial Study NOx ROG PM10 PM2.5 CO SO2
Exceeds
Thresholds?
NO NO NO NO NO NO
Maximum Daily
Emissions
(pounds/day)
3.301 6.522 3.544 1.374 19.946 0.054
Source: CalEEMod Output Files, Appendix A
As shown above, the Project’s short-term (construction) and long-term (operational) emissions are below SJVAPCD thresholds. As a result, the Project will not conflict with or obstruct implementation of any air quality plans. The impact of the Project would be less than significant.
Mitigation: None are required..
b) Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable federal or state ambient air quality standard? Less Than Significant Impact. The San Joaquin basin is in nonattainment for ozone and PM2.5 for federal standards and nonattainment for ozone, PM10 and PM 2.5 for State standards. SJVAPCD nonattainment status is attributed to the regions development history. Past, present, and future development projects contribute to the regions adverse air quality impacts on a cumulative basis. By it’s very nature, air pollution is largely a cumulative impact. No single project is sufficient in size to, by itself, result in nonattainment of ambient air quality standards. Instead, a project’s individual emissions contribute to existing cumulatively significant adverse air quality impacts. If a project’s contribution to the cumulative impact is considerable, then the project impact on air quality would be considered significant.
To result in a less than significant impact, emissions of nonattainment pollutants must be below the SJVAPCD’s regional significance thresholds. This is an approach recommended by the SJVAPCD’s in its GAMAQI. The primary pollutants of concern during Project construction and operation are ROG, NOX, PM10, and PM2.5. The SJVAPCD GAMAQI adopted in 2015 contains thresholds for CO, NOX, ROG, SOX, PM10, and PM2.5
Emissions occurring at or near the Project site have the potential to create a localized impact, also referred to as an air pollutant hotspot. Localized emissions are considered significant if when combined with background emissions, they would result in exceedance of any health-based air quality standard. In locations that already exceed standards for these pollutants, significance is based on a significant impact
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Bonadelle Lacey Ave Residential Project | Initial Study level (SIL) that represents the amount that is considered a cumulatively considerable contribution to an existing violation of an air quality standard. The pollutants of concern for localized impact in the SJVAB are NO2, SOx, and CO.
The SJVAPCD has provided guidance for screening localized impacts in the GAMAQI that establishes a screening threshold of 100 pounds per day of any criteria pollutant. If a Project exceeds 100 pounds per day of any criteria pollutant, then ambient air quality modeling would be necessary. If the Project does not exceed 100 pounds per day of any criteria pollutant, then it can be assumed that it would not cause a violation of an ambient air quality standard. Local construction impacts would be short-term in nature lasting only during the duration of construction. As provided in Table 3 above, on-site construction emissions would be less than 100 pounds per day for each of the criteria pollutants. To present a conservative estimate, on-site emissions for on-road construction vehicles were included in the localized analysis. Based on the SJVAPCD’s guidance, the construction emissions would not cause an ambient air quality standard violation. Local operational impacts could occur in areas with a single large source of emissions such as a power plant or with multiple sources concentrated in a small area such as a distribution center. Since the proposed Project would be adding a relatively small amount of additional vehicle trips to and from the site compared to currently approved conditions, this analysis includes emissions from these vehicles as new sources of emissions from the proposed Project. Consistent with information presented in the CalEEMod output files (see Appendix A, Section 5.9.1), it was assumed that a maximum of 736 daily trips would occur as a result of the proposed Project. As shown in Table 4 above, Operational modeling of on-site emissions for the proposed Project indicates that the proposed Project would not exceed 100 pounds per day for each of the criteria pollutants. Therefore, based on the SJVAPCD’s guidance, the operational emissions would not cause an ambient air quality standard violation. As such, impacts would be less than significant.
Mitigation: None are required..
c) Expose sensitive receptors to substantial pollutant concentrations? Less Than Significant Impact. Emissions occurring at or near the proposed Project could have the potential to create a localized impact that could expose sensitive receptors to substantial pollutant concentrations. The SJVAPCD considers a sensitive receptor to be a location that houses or attracts children, the elderly, people with illnesses, or others who are especially sensitive to the effects of air pollutants. Examples of sensitive receptors include hospitals, residences, convalescent facilities, and schools. The closest sensitive receptor to the proposed Project is a single-family residence adjacent to the proposed Project site. Additional sensitive receptors include single-family residences to the north. The Hanford Agriculture School Farm is approximately 0.56 miles to the north while the Future Hope Preschool
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Bonadelle Lacey Ave Residential Project | Initial Study is approximately 0.63 miles to the south. The nearest park is Rotary Park, located approximately 1.05 miles northeast of the proposed Project. The SJVAPCD’s GAMAQI includes screening thresholds for identifying Projects that need detailed analysis for localized impacts. Projects with on-site emission increases from construction activities or operational activities that exceed the 100 pounds per day screening level of any criteria pollutant after implementation of all enforceable mitigation measures would require additional analysis to determine if the preparation of an ambient air quality analysis is needed. The criteria pollutants of concern for localized impact in the Air Basin are PM10, PM2.5, NOX, and CO. There is no localized emission standard for ROG.
As demonstrated in Tables 3 , the proposed Project would not exceed the emission screening thresholds during Project construction. Therefore, the proposed Project’s localized criteria pollutant impacts from construction of the Project would be less than significant.
Mitigation: None are required..
d) Result in other emissions (such as those leading to odors adversely affecting a substantial number of people?
Less Than Significant Impact. The Project will create temporary localized odors during Project construction, such as odors from diesel-powered equipment and vehicles. These odors will be temporary and would most likely not occur over an extended period of time or concentrated in one location on the Project.
The proposed Project uses are not anticipated to create or emit objectionable odors that would affect a substantial number of people; therefore impacts are considered to be less than significant.
Mitigation: None are required..
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Bonadelle Lacey Ave Residential Project | Initial Study IV. BIOLOGICAL RESOURCES
Would the project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporation
Less than
Significant
Impact
No
Impact
a. Have a substantial adverse effect, either
directly or through habitat modifications,
on any species identified as a candidate,
sensitive, or special status species in local
or regional plans, policies, or regulations,
or by the California Department of Fish
and Game or U.S. Fish and Wildlife
Service?
b. Have a substantial adverse effect on any
riparian habitat or other sensitive natural
community identified in local or regional
plans, policies, regulations, or by the
California Department of Fish and Game
or U.S. Fish and Wildlife Service?
c. Have a substantial adverse effect on
federally protected wetlands as defined by
Section 404 of the Clean Water Act
(including, but not limited to, marsh,
vernal pool, coastal, etc.) through direct
removal, filling, hydrological interruption,
or other means?
d. Interfere substantially with the movement
of any native resident or migratory fish or
wildlife species or with established native
resident or migratory wildlife corridors,
or impede the use of native wildlife
nursery sites?
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Bonadelle Lacey Ave Residential Project | Initial Study e. Conflict with any local policies or
ordinances protecting biological
resources, such as a tree preservation
policy or ordinance?
f. Conflict with the provisions of an adopted
Habitat Conservation Plan, Natural
Community Conservation Plan, or other
approved local, regional, or state habitat
conservation plan?
ENVIRONMENTAL SETTING
The proposed Project site is located in a portion of the central San Joaquin Valley that has, for decades, experienced intensive agricultural and urban disturbances. Current agricultural endeavors in the region include dairy, cattle, groves, and row crops.
Like most of California, the Central San Joaquin Valley experiences a Mediterranean climate. Warm dry summers are followed by cool moist winters. Summer temperatures usually exceed 90 degrees Fahrenheit, and the relative humidity is generally very low. Winter temperatures rarely rise much above 70 degrees Fahrenheit, with daytime highs often below 60 degrees Fahrenheit.
Native plant and animal species once abundant in the region have become locally extirpated or have experienced large reductions in their populations due to conversion of upland, riparian, and aquatic habitats to agricultural and urban uses. Remaining native habitats are particularly valuable to native wildlife species including special status species that still persist in the region.
A Biological Evaluation (BE) was performed on behalf of the Project by Colibri Ecological Consulting in December 2025 and is the basis of the impact analysis. The BE report can be found in its entirety in Appendix B.
A search of the California Natural Diversity Database (CNDDB), the Inventory of Rare and Endangered Vascular Plants of California, manuals, reports and references related to plants and animals of the San Joaquin Valley, and other available planning documents and biological studies from the general Project vicinity were utilized. Additionally, a field reconnaissance survey of the Project site was conducted as part of the BE.
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Bonadelle Lacey Ave Residential Project | Initial Study Database Searches
The California Natural Diversity Data Base (CNDDB) was queried for special status plant and animal occurrences in the nine USGS 7.5-minute quadrangles containing and surrounding the Project (Riverdale, Laton, Burris Park, Lemoore, Hanford, Remnoy, Stratford, Guernsey, and Waukena). A number of special status plants and animals were returned in the query and are summarized below in Table 5.
Sources of information for this table included California’s Wildlife, Volumes I, II, and III (Zeiner et. al 1988-1990), California Natural Diversity Data Base (CDFW 2025), The Jepson Manual: Vascular Plants of California, second edition (Baldwin et al 2012), the California Native Plant Society’s Inventory of Rare and Endangered Vascular Plants of California (CNPS 2025), Calflora.org, and eBird.org.
Table 5
List of Special Status Species Potentially Occurring in the Project Vicinity SPECIES STATUS HABITAT Potential to Occur
Earlimart Orache
(Atriplex cordulata
var. erecticaulis)
CRPR 1B.2 Saline or alkaline soils in
valley and foothill grassland
below 230 feet elevation.
None. Habitat lacking; the
Project site lacked saline or
alkaline soils.
Brittlescale
(Atriplex depressa)
CRPR 1B.2 Alkaline clay soils in valley
and foothill grassland,
meadows, seeps, playas
and in Chenopod scrub
below 1050 feet.
None. Habitat lacking; the
Project site lacks alkaline clay
soils.
Lesser Saltscale
(Atriplex minuscula)
CRPR 1B.1 Sandy alkaline soils in
chenopod scrub, playa,
and grassland in the San
Joaquin Valley below 328
feet elevation.
None. Habitat lacking; the
Project site lacked alkaline soils.
Subtle Orache
(Atriplex subtilis)
CRPR 1B.2 Saline depressions below
230 feet elevation.
None. Habitat lacking; the
Project site lacked saline
depressions.
Recurved Larkspur
(Delphinium
recurvatum)
CRPR 1B.2 Grasslands and upland
scrub with poorly drained,
fine, alkaline soils at 98–1969
feet elevation.
None. Habitat lacking; the
Project site is lacked alkaline
soils.
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Bonadelle Lacey Ave Residential Project | Initial Study SPECIES STATUS HABITAT Potential to Occur
Alkali-Sink Goldfields
(Lasthenia
chrysantha)
CRPR 1B.1 Venal pools and wet saline
flats below 320 feet
elevation.
None. Habitat lacking; the
Project site lacked vernal pools
or wet saline flats.
Panoche Peppergrass (Lepidium
jaredii ssp.
album)
CRPR 1B.2 Clay, steep slopes and
alkaline soils in valley and
foothill grassland from 605-
2450 feet elevation.
None. Habitat lacking the
Project site is below the
elevational range of this
species.
Mud Nama
(Nama stenocarpa)
CRPR 2B.2 Intermittently wet areas
below 2700 feet elevation.
None. Habitat lacking; the
Project site lacked
intermittently wet areas.
California Alkali Grass
(Puccinellia simplex)
CRPR 1B.2 Scrub, meadows, seeps,
grassland, vernal pools,
saline flats, and mineral
springs below 3000 feet
elevation.
None. Habitat lacking; the
Project site lacked scrub,
meadows, seeps, grassland,
vernal pools, saline flats, and
mineral springs.
Sanford’s Arrowhead
(Sagittaria sanfordii)
CRPR 1B.2 Ponds, sloughs, and ditches
at sea level to 650 feet
elevation.
None. Habitat lacking; no
ponds, sloughs, or ditches were
on or near the Project site.
ANIMALS
Species Listed as Threatened or Endangered under the State and/or Federal Endangered Species Act
SPECIES STATUS HABITAT POTENTIAL TO OCCUR
Valley Elderberry
Longhorn Beetle
(VELB)
(Desmocerus
californicus
dimorphus)
FT Elderberry (Sambucus sp.)
plants having basal stem
diameter greater than 1” at
ground level.
None. No elderberry shrubs
were found in the survey area,
and the Project site is outside
the currently recognized range
of this species.
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Bonadelle Lacey Ave Residential Project | Initial Study
SPECIES STATUS HABITAT POTENTIAL TO OCCUR
Vernal Pool Fairy
Shrimp (Branchinecta
lynchi)
FT Vernal pools; some artificial
depressions, stock ponds,
vernal swales, ephemeral
drainages, and seasonal
wetlands.
None. Habitat lacking; the
Project site lacked vernal pools
or other potential habitat for this
species.
Vernal Pool Tadpole
Shrimp (Lepidurus
packardi)
FE Vernal pools, clay flats,
alkaline pools, and
ephemeral stock tanks.
None. Suitable habitat in the
form of vernal pools is absent
from the site and immediately
surrounding lands.
California Tiger
SalamanderCentral California DPS
(Ambystoma
californiense)
FT, CT Vernal pools or seasonal
ponds for breeding; small
mammal burrows for upland
refugia in natural grasslands.
None. Habitat lacking; no
vernal pools or seasonal ponds
were within the 1.24-mile
dispersal distance of this
species. Aerial imagery (Google
2025) shows the detention
basins in the dispersal range are
not regularly inundated during
the breeding season for this
species.
Western Spadefoot
(Spea hammondii)
FPT, CSC Open areas with sandy or
gravelly soils and rain pools
for breeding.
None. Habitat lacking; the
Project site has been routinely
disked and lacked suitable rain
pools for breeding.
Northwestern Pond
Turtle (Actinemys
marmorata)
FPT, CSC Perennial or nearly perennial
ponds, rivers, marshes,
streams, and irrigation
ditches, usually with aquatic
vegetation with basking sites
and suitable upland areas
for egg laying.
None. Habitat lacking; the
Project site and surrounding
areas lacked the aquatic
habitat this species requires.
Blunt-Nosed Leopard
Lizard (Gambelia sila)
FE, CE, FP Upland scrub and sparsely
vegetated grassland with
small mammal burrows.
None. Habitat lacking; the
Project site has been routinely
disked and was in an urban
environment.
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Bonadelle Lacey Ave Residential Project | Initial Study
SPECIES STATUS HABITAT POTENTIAL TO OCCUR
Swainson’s Hawk
(Buteo swainsoni)
CT Large trees for nesting with
adjacent grasslands, alfalfa
fields, or grain fields for
foraging.
None Low. While the Project site
contains limited foraging
habitat for the species, large
trees in the survey area are
associated with residential
development. The Project is
within the known geographic
range of Swainson’s hawk and
several occurrences are
documented within 10 miles of
the Project site.
Western Snowy Plover
(Charadrius nivosus
nivosus)
FT, CSC Sandy beaches, salt pond
levees, and shores of large
alkali lakes.
None. Habitat lacking; the
Project site and surrounding
areas lacked the types of
aquatic-adjacent habitats this
species requires.
Burrowing Owl
(Athene cunicularia)
CSC Grasslands and upland
scrub with friable soil; some
agricultural or other
developed and disturbed
areas with ground squirrel
burrows or burrow
surrogates.
Low. The Project site contained
fallowed agricultural land for
foraging and ground squirrel
burrows for refugia.
Tricolored Blackbird
(Agelaius tricolor)
CT, CSC Vast, open areas with
flooded, thorny, or spiny
vegetation for nesting;
grasslands, seasonal
wetlands, weedy
agricultural fields, cattle
feedlots, or dairies for
foraging.
None. Habitat lacking; no
potential nesting habitat was
present in the survey area, and
the Project site is too far from
any nesting areas to support
foraging.
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Bonadelle Lacey Ave Residential Project | Initial Study
SPECIES STATUS HABITAT POTENTIAL TO OCCUR
Tipton Kangaroo Rat
(Dipodomys
nitratoides
nitratoides)
FE, CE Grassland and upland scrub
with sparse to moderate
shrub cover and saline soils;
also fallowed agricultural
fields adjacent to natural
grasslands or upland scrub.
None. Habitat lacking; the
Project site has been routinely
disked and is not adjacent to
natural grassland or upland
scrub.
San Joaquin Kit Fox
(Vulpes macrotis
mutica)
FE, CT Grassland, upland scrub,
and some fallowed
agricultural lands adjacent
to natural grassland or
upland scrub with a small
mammal prey base and
ground squirrel burrows or
burrow surrogates for
denning.
None. This species was
historically known from the
project vicinity. There are 17
CNDDB occurrences within 10
miles of the Project, including
one 2006 occurrence 1.5 miles
northeast from project
boundaries. The 2006
occurrence is the most recent
with the remaining
occurrences dating from 2002
back. Urbanization since that
time has reduced the
suitability of the greater
Hanford area, and the project
vicinity, for this species. Based
on aerial imagery, the nearest
remaining blocks of open
natural land are over 8 miles
west of the site near the Kings
River. While the site itself may
theoretically provide some
foraging and denning
opportunities for this species,
landscape factors suggest a
very low probability of
occurrence.
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Bonadelle Lacey Ave Residential Project | Initial Study
SPECIES STATUS HABITAT POTENTIAL TO OCCUR
Monarch California
overwintering
population (Danaus
plexippus)
FPT Groves of trees within 1.5
miles of the ocean that
produce suitable microclimates for overwintering
such as high humidity,
dappled sunlight, access to
water an nectar, and
protection from wind.
None. Habitat lacking; the
Project site is not within 1.5
miles of the ocean.
STATE SPECIES OF SPECIAL CONCERN
California Glossy Snake
(Arizona elegans
occidentalis)
CSC Arid scrub, rocky washes,
grasslands, chapparal.
None. Habitat lacking; the
Project site lacked arid scrub,
rocky washes, grasslands and
chapparal.
Yellow-headed
Blackbird
(Xanthocephalus
xanthocephalus)
CSC Nests in freshwater emergent
wetlands with dense
vegetation and deep water;
often along borders of lakes
or ponds.
None. Habitat lacking; the
Project site lacked the
freshwater emergent wetlands
this species requires.
OCCURRENCE DESIGNATIONS AND STATUS CODES
Present: Species observed on the site at time of field surveys or during recent past.
Likely: Species not observed on the site, but it may reasonably be expected to occur there on a regular basis.
Possible: Species not observed on the site, but it could occur there from time to time.
Unlikely: Species not observed on the site, and would not be expected to occur there except, perhaps, as a transient
Absent: Species not observed on the Site and precluded from occurring there because habitat requirements not met.
STATUS CODES
FE Federally Endangered CE California Endangered
FT Federally Threatened CT California Threatened
FPT Federally Proposed Threatened CSC California Species of Special Concern FC Federal Candidate CFP California Fully Protected
CC California Candidate for Listing
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Bonadelle Lacey Ave Residential Project | Initial Study
SPECIES STATUS HABITAT POTENTIAL TO OCCUR
CRPR CODES
1A Plants Presumed Extinct in California 2B Plants Rare, Threatened, or Endangered in California, but more common elsewhere
1B Plants Rare, Threatened, or Endangered in California and elsewhere
Reconnaissance Survey
On October 27, 2025, the Project site and a 50-foot buffer surrounding the Project site were walked and thoroughly inspected to evaluate and document the potential for the area to support state- or federally protected resources. An additional buffer of 0.5 mils around the Project site was inspected for potential nesting habitat for special-status raptors. The Project site consisted of developed and ruderal land cover and fallowed agricultural land. Ruderal herbaceous vegetation dominated by nonnative grasses and forbs was distributed throughout the Project site. A single-family residence with a gravel driveway and abandoned accessory buildings were also in the northern portion of the parcel.
The Project did not contain wildlife movement corridors, sensitive natural communities, designated critical habitat, or state or federally protected waters or wetlands.
RESPONSES
a) Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? Less Than Significant Impact with Mitigation. As provided in Table 5, ten special status plant species have been documented in the Project vicinity. All ten species are considered absent from the Project due to an absence of suitable habitat and/or soils, the site’s being situated outside of the species’ distribution, or a combination thereof. Therefore, impacts to special status plants are considered less than significant under CEQA.
Of the sixteen special status animal species that potentially occur in the general vicinity of the site, fifteen fourteen are considered absent from the Project site due to the absence of suitable habitat and/or the Project being situated outside of the species’ known distribution (see Table 5). The Project is expected to have a less than significant to no impact on these species through construction mortality/disturbance or loss of habitat because there is little or no likelihood that they are present.
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Bonadelle Lacey Ave Residential Project | Initial Study Burrowing Owl
Burrowing owl is a member of the family Strigidae recognized as a Species of Special Concern by the CDFW. It occurs primarily in grasslands but can persist and even thrive in agricultural or other developed and disturbed area. Burrowing owl depends on burrow systems excavated by other species such as California ground squirrel (Otospermophilus beecheyi) and American badger (Taxidea taxus).
Burrowing owls use burrows for protection from predators, weather, as roosting sites, and dwellings to raise young. It commonly perches outside burrows on mounds of soil or nearby fence posts. Prey types include insects, especially grasshoppers and crickets, small mammals, frogs, toads, and lizards. The nesting season begins in March, and incubation lasts 28–30 days. Adults can live up to 8 years in the wild.
There are no CNDDB occurrence records of burrowing owl from within 5 miles of the Project site; however, there are four CNDDB occurrence records from the nine-quad search. Ground squirrel burrows scattered throughout the Project site could support the species. The agricultural field on the Project site and the adjacent idle agricultural lands provide potential foraging habitat. However, the habitat is routinely disturbed, and no sign of burrowing owl was detected during the reconnaissance survey.
Therefore, the potential for this species to occur on the Project site is low; however, there is potential for proposed Project implementation to impact burrowing owl. Implementation of Mitigation Measure BIO1 will reduce impacts to less than significant.
Swainson’s hawk
The Project site is within the known geographic range of Swainson’s hawk (SWHA) and several occurrences are documented within 10 miles of the Project site. SWHA are known to breed within the Central Valley of California and prefer to nest and forage in alfalfa, fallow fields, field crops, and grassland habitats with a sufficient source of small mammals. Based on species occurrence records from the California Natural Diversity Database (CNDDB), SWHA nests have been documented adjacent to rural residences in agricultural areas similar to the Project site. Therefore, SWHA may potentially nest in or near the Project site. Mitigation Measures BIO-2 through 4 will reduce impacts to SWHA to less than significant.
Crotch’s Bumble Bee
CDFW recognizes that the Project site is within the known geographic range of Crotch’s bumble bee (CBB) and an occurrence is documented within six miles of the Project site. CBB are known to inhabit grassland and agricultural habitats that contain foraging resources such as flowering plants; nesting resources such as small mammal burrows, perennial bunch grasses, thatched annual grasses, brush piles, old bird nests, dead trees, and hollow logs; and/or overwintering resources such as leaf litter. These
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Bonadelle Lacey Ave Residential Project | Initial Study habitat features may be present near or within the Project site. Therefore, Mitigation Measures BIO-5 through 7 will be implemented to reduce impacts to less than significant.
There are no CNDDB occurrence records of burrowing owl from within 5 miles of the Project site; however, there are four CNDDB occurrence records from the nine-quad search. Ground squirrel burrows scattered throughout the Project site could support the species. The agricultural field on the Project site and the adjacent idle agricultural lands provide potential foraging habitat. However, the habitat is routinely disturbed, and no sign of burrowing owl was detected during the reconnaissance survey.
Therefore, the potential for this species to occur on the Project site is low; however, there is potential for proposed Project implementation to impact burrowing owl. Implementation of Mitigation Measures BIO-1 will reduce any potential impacts to less than significant.
Mitigation Measure:
BIO-1 A pre-construction take avoidance survey shall be conducted by a qualified biologist in accordance with the Staff Report on Burrowing Owl Mitigation (CDFG 2012) to ensure that no burrowing owl will be disturbed during the implementation of the Project. A pre-construction take avoidance survey shall be conducted no more than 14 days prior to the initiation of construction activities. During this survey, the qualified biologist shall inspect all potential burrowing owl habitat in and within 500 feet of the impact areas. If a burrowing owl or sign of burrowing owl use (e.g., feathers, excrement, pellets) is detected, a no-disturbance buffer, as outlined in the 2012 Staff Report on Burrowing Owl Mitigation shall be erected. If a BUOW or known BUOW den (active or inactive) is detected during pre-construction surveys or Project activities, and the no-disturbance buffers outlined in the 2012 Staff Report on Burrowing Owl Mitigation are not feasible, consultation with CDFW is warranted to discuss how to implement the Project and avoid take. If take cannot be avoided, take authorization through the acquisition of an ITP, pursuant to Fish and Game Code section 2081 subdivision (b) shall be obtained to comply with CESA. on or within 500 feet of the Project site, and the qualified biologist determines that Project activities would disrupt the owl(s), a construction-free buffer, limited operating period, or other measures shall be implemented in consultation with the CDFW.
BIO-2 A qualified biologist shall conduct surveys for nesting SWHA following the entire survey methodology developed by the SWHA Technical Advisory Committee (SWHA TAC 2000). The survey shall occur immediately prior to the start of Project development or ground-disturbing activities.
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Bonadelle Lacey Ave Residential Project | Initial Study BIO-3 If any active SWHA nest is detected during pre-construction surveys or Project activities, a minimum ½-mile no-disturbance buffer around each nest shall be maintained prior to and during any development or ground-disturbing activities.
To prevent nest abandonment and other take of SWHA as a result of Project activities, that these no-disturbance buffers shall remain in place until the breeding season (March 1 through September 15) has ended or until a qualified biologist has determined that the birds have fledged and are no longer reliant upon the nest or parental care for survival.
BIO-4 If any active SWHA nest is detected during pre-construction surveys or Project activities, and a ½-mile no-disturbance buffer is not feasible, consultation with CDFW shall happen to discuss how to implement the Project and avoid take. If take cannot be avoided, take authorization through the acquisition of an Incidental Take Permit (ITP), pursuant to Fish and Game Code section 2081 subdivision (b) shall be obtained to comply with CESA.
BIO-5 A qualified biologist shall conduct a habitat assessment following the Survey Considerations for California Endangered Species Act Bumble Bee Species (CDFW 2023), during the survey season immediately prior to the start of Project development or ground-disturbing activities.
BIO-6 If potentially suitable habitat is identified, a qualified biologist shall conduct focused surveys for CBB, and their requisite habitat features, following the methodology outlined in the Survey Considerations for California Endangered Species Act Candidate Bumble Bee Species (CDFW 2023) immediately prior to any development or ground-disturbing activities.
BIO-7 If CBB is detected, that all small mammal burrows, thatched/bunch grasses, and any other potential nesting resources shall be avoided by a minimum of 50 feet to avoid take. If ground-disturbing activities would occur during the overwintering period (October through February), consultation with CDFW shall occur to discuss how to implement Project activities and avoid take. If any detection of CBB prior to or during Project implementation occurs, consultation with CDFW shall take place to discuss how to avoid take. If take cannot be avoided, take authorization through the acquisition of an ITP, pursuant to Fish and Game Code section 2081 subdivision (b) shall be obtained to comply with CESA.
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Bonadelle Lacey Ave Residential Project | Initial Study b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service?
c) Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means? Less Than Significant Impact. As stated in the BE (see Appendix B), the proposed Project site does not contain any aquatic, water or hydrologic features. There is no riparian habitat or sensitive natural community on-site as the site is currently and has historically been utilized for agricultural production.
As such, there will be less than significant impacts.
Mitigation Measures: None are required.
d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites?
Less than Significant Impact with Mitigation . As stated in the BE, the Project has the potential to impede the use of nursery sites for native birds protected under the Migratory Bird Treaty Act and California Fish and Game Code. Migratory birds are expected to nest on and near the Project site.
Construction disturbance during the breeding season could result in the incidental loss of fertile eggs or nestlings or otherwise lead to nest abandonment. Disturbance that causes nest abandonment or loss of reproductive effort can be considered take under the MBTA and CFGC. Loss of fertile eggs or nesting birds, or any activities resulting in nest abandonment, could constitute a significant effect if the species is particularly rare in the region. Construction activities such as excavating, trenching, and grading that disturb a nesting bird on the Project site or immediately adjacent to the construction zone could constitute a significant effect. Implementation of Mitigation Measure BIO-28 will reduce potential impacts to less than significant.
Mitigation Measures:
BIO-28 To the extent practicable, construction shall be scheduled to avoid the nesting season, which extends from February through August. If it is not possible to schedule construction between September and January, pre-construction surveys for nesting birds shall be conducted by a qualified biologist to ensure
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Bonadelle Lacey Ave Residential Project | Initial Study that no active nests will be disturbed during the implementation of the Project.
A pre-construction survey shall be conducted no more than 10 days prior to the initiation of construction activities. During this survey, the qualified biologist shall inspect all potential nest substrates in and immediately adjacent to the impact areas. If an active nest is found close enough to the construction area to be disturbed by these activities, the qualified biologist shall determine the extent of a construction-free buffer to be established around the nest.
Additionally, the biologist shall establish a behavioral baseline of all identified nests. Once ground-disturbing activities begin, a qualified biologist shall continuously monitor the identified nests to detect behavioral changes resulting from Project-related activities. If behavioral changes occur, ground-disturbing activities shall halt and CDFW will be consulted with for additional avoidance and minimization measures. If continuous monitoring of identified nests is not feasible, a minimum 250-foot no disturbance buffer around active nests of nonlisted bird species and a minimum 500-foot no disturbance buffer around active nests of non-listed raptors shall be established. These buffers shall remain in place until the breeding season has ended or until a qualified biologist has determined the birds have fledged and are no longer reliant upon the nest or on-site parental care for survival. If work cannot proceed without disturbing the nesting birds, work may need to be halted or redirected to other areas until nesting and fledging are completed or the nest has otherwise failed for nonconstruction related reasons. e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance?
f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? No Impact. According to the BE, the proposed Project will not conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance as no trees or biologically sensitive areas will be impacted. The development will also not conflict with the provisions of an adopted Habitat Conservation Plan, Natural Communities Conservation Plan, or other approved local, regional, or state habitat conservation plan as no such plan has been adopted. As such, there is no impact.
Mitigation Measures: None are required.
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Bonadelle Lacey Ave Residential Project | Initial Study V. CULTURAL RESOURCES
Would the project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporation
Less than
Significant
Impact
No
Impact
a. Cause a substantial adverse change in the
significance of a historical resource as
defined in §15064.5?
b. Cause a substantial adverse change in the
significance of an archaeological resource
pursuant to §15064.5?
c. Disturb any human remains, including
those interred outside of formal
cemeteries?
ENVIRONMENTAL SETTING
Archaeological resources are places where human activity has measurably altered the earth or left deposits of physical remains. Archaeological resources may be either prehistoric (before the introduction of writing in a particular area) or historic (after the introduction of writing). The majority of such places in this region are associated with either Native American or Euroamerican occupation of the area. The most frequently encountered prehistoric and early historic Native American archaeological sites are village settlements with residential areas and sometimes cemeteries; temporary camps where food and raw materials were collected; smaller, briefly occupied sites where tools were manufactured or repaired; and special-use areas like caves, rock shelters, and sites of rock art. Historic archaeological sites may include foundations or features such as privies, corrals, and trash dumps.
Cultural Resources are defined as prehistoric or historical archaeological sites as well as historical objects, buildings, or structures. In accordance with 36 Code of Federal Regulations (CFR) §60.4, “historical” in this report applies to cultural resources which are at least 50 years old. The significance or importance of a cultural resource is dependent upon whether the resource qualifies for inclusion at the local level in a local register of historical resources, at the state level in the California Register of Historical Resources (CRHR), or at the federal level in the National Register of Historic Places (NRHP). Cultural resources that are determined to be eligible for inclusion in the CRHR are called “historical resources” (California Code of Regulations [CCR] 15064.5[a]). Under this statue the determination of eligibility is partially based
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Bonadelle Lacey Ave Residential Project | Initial Study on the consideration of the criteria of significance as defined in 14 CCR 15064.5(a)(3). Cultural resources eligible for inclusion in the NRHP are deemed “historic properties”.
A Phase 1 Cultural Resource Assessment was prepared by Hudlow Cultural Resource Associates for the proposed Project dated November 2025, see Appendix C. The assessment included a California Historical Resources Information System (CHRIS) record search by Southern San Joaquin Information Center (SSJIC) for the Project on October 8, 2025. According to the search results, six previous investigations have been conducted within the Project area. No previous surveys have addressed the parcel in question.
Two cultural resources are located within one half-mile of the current project area, a historic rail line and a historic agricultural ditch. No cultural resources have previously identified within the current project area.
In addition to the records search, Hudlow Cultural Resource Associates conducted an on-site pedestrian survey of the site on October 22, 2025. During the pedestrian survey the Project was comprised of fallowed agricultural fields and a rural residence.
RESPONSES
a) Cause a substantial adverse change in the significance of a historical resource as defined in §15064.5? b) Cause a substantial adverse change in the significance of an archaeological resource pursuant to §15064.5?
c) Disturb any human remains, including those interred outside of formal cemeteries? Less Than Significant Impact With Mitigation. One cultural resource was identified, C&B-6. The farmhouse pre-dates 1926. Bonadelle Neighborhoods is proposing to demolish the two-story farmhouse which fronts Lacey Boulevard, and build a single-family residential tract. C&B-6 has several large additions to the south and east elevations of the house and a deteriorating set of outbuildings located to the west of the main house, and is not eligible for nomination to the California Register of Historic Resources.
C&B-6 is not associated with events that have made a significant contribution to the broad patterns of local or regional history or the cultural heritage of California or the United States. Criterion 1 of the California Register of Historical Resources does not apply. C&B-6 is not associated with the lives of persons important to local, California, or national history. As such, Criterion 2 of the California Register of Historical Resources does not apply. C&B-6 does not embody the distinctive characteristics of a type, period, region or method of construction or represent the work of a master or possess high artistic values.
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Bonadelle Lacey Ave Residential Project | Initial Study C&B-6 is typical, vernacular farmhouse from the early twentieth-century. Criterion 3 of the California Register of Historical Resources does not apply.
C&B-6 will not yield, and does not have the potential to yield, information important to the prehistory or history of the local area, California or the nation. Criterion 4 of the California Register of Historical Resources does not apply, since this Criterion is largely set aside for important resources whose historic or cultural significance is prehistoric in nature or whose value can not be ascertained without archaeological excavation.
As such, C&B-6 is not considered a protected cultural resource. No prehistoric or historic archaeological resources were identified during the pedestrian survey. There are no known protected historical resources on or near the subject property that would be impacted by the proposed Project. There are also no known protected archaeological resources located within the Project area.
Although no significant cultural or archaeological resources, paleontological resources or human remains have been identified in the project area, the possibility exists that such resources or remains may be discovered during Project site preparation, excavation and/or grading activities. Mitigation Measures CUL – 1 and CUL – 2 will be implemented to ensure that Project will result in less than significant impacts with mitigation.
Mitigation Measures:
CUL – 1
Should evidence of prehistoric archeological resources be discovered during construction, the contractor shall halt all work within 25 feet of the find and the resource shall be evaluated by a qualified archaeologist.If evidence of any archaeological, cultural, and/or historical deposits is found, hand excavation and/or mechanical excavation shall proceed to evaluate the deposits for determination of significance as defined by the CEQA guidelines. The archaeologist shall submit reports, to the satisfaction of the City of Hanford, describing the testing program and subsequent results. These reports shall identify any program mitigation that the project proponent shall complete in order to mitigate archaeological impacts (including resource recovery and/or avoidance testing and analysis, removal, reburial, and curation of archaeological resources).
CUL – 2
In order to ensure that the proposed project does not impact buried human remains during construction, the project proponent shall be responsible for on-going monitoring of project construction. Priorto the issuance of any grading permit, the project proponent shall provide the City of Hanford with documentation identifying construction personnel that will be responsible for onPage 1092 of 1622 CITY OF HANFORD | Crawford & Bowen Planning, 49
Bonadelle Lacey Ave Residential Project | Initial Study site monitoring. If buried human remains are encountered during construction, further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent remains shall be halted until the Kings County coroner is contacted and the coroner has made the determinations and notifications required pursuant to Health and Safety Code Section 7050.5. If the coroner determines that Health and Safety Code Section 7050.5(c) require that he give notice to the Native American Heritage Commission, then such notice shall be given within 24 hours, as required by Health and Safety Code Section 7050.5(c). In that event, the NAHC will conduct the notifications required by Public Resources Code Section 5097.98. Until the consultations described below have been completed, the landowner shall further ensure that the immediate vicinity, according to generally accepted cultural or archaeological standards or practices where Native American human remains are located, is not disturbed by further development activity until the landowner has discussed and conferred with the Most Likely Descendants on all reasonable options regarding the descendants' preferences and treatments, as prescribed by Public Resources Code Section 5097.98(b). The NAHC will mediate any disputes regarding treatment of remains in accordance with Public Resources Code Section 5097.94(k). The landowner shall be entitled to exercise rights established by Public Resources Code Section 5097.98(e) if any of the circumstances established by that provision become applicable.
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Bonadelle Lacey Ave Residential Project | Initial Study VI. ENERGY
Would the project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporation
Less than
Significant
Impact
No
Impact
a. Result in potentially significant
environmental impact due to wasteful,
inefficient, or unnecessary consumption of
energy resources, during project
construction or operation?
b. Conflict with or obstruct a state or local
plan for renewable energy or energy
efficiency?
ENVIRONMENTAL SETTING
In 2024, California was the fourth-largest total electricity producer in the nation. It is also the nation’s third-largest electricity consumer and imports the second-largest amount of electricity of any state.
Energy usage is typically quantified using the British thermal unit (BTU). As a point of reference, the approximately amounts of energy contained in common energy sources are as follows:
Energy Source BTUs5
Gasoline 120,429 per gallon
Natural Gas 1,037 per cubic foot
Electricity 3,412 per kilowatt-hour
Table 6 presents the electrical consumption in California by end-use sector. 5 U.S. Energy Information Administration. Energy Units and Calculators Explained. https://www.eia.gov/energyexplained/index.php?page=about_energy_units. Accessed December 2025.
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Bonadelle Lacey Ave Residential Project | Initial Study Table 6
2018 California Energy Consumption6
End User BTU of energy
consumed (in trillions)
Percentage of total
consumption
Residential 1,166.6 17.1
Commercial 1,157.7 17.0
Industrial 1,456.7 21.4
Transportation 3,034.0 44.5
Total 6,815 --
REGULATORY SETTING
California Energy Code (Title 24, Part 6, Building Energy Efficiency Standards) California Code of Regulations Title 24, Part 6 comprises the California Energy Code, which was adopted to ensure that building construction, system design and installation achieve energy efficiency. The California Energy Code was first established in 1978 by the CEC in response to a legislative mandate to reduce California’s energy consumption, and apply to energy consumed for heating, cooling, ventilation, water heating, and lighting in new residential and non-residential buildings. The standards are updated periodically to increase the baseline energy efficiency requirements. The 2013 Building Energy Efficiency Standards focus on several key areas to improve the energy efficiency of newly constructed buildings and additions and alterations to existing buildings and include requirements to enable both demand reductions during critical peak periods and future solar electric and thermal system installations.
Although it was not originally intended to reduce greenhouse gas (GHG) emissions, electricity production by fossil fuels results in GHG emissions and energy efficient buildings require less electricity. Therefore, increased energy efficiency results in decreased GHG emissions.
California Green Building Standards Code (Title 24, Part II, CALGreen) The California Building Standards Commission adopted the California Green Buildings Standards Code (CALGreen in Part 11 of the Title 24 Building Standards Code) for all new construction statewide on July 17, 2008. Originally a volunteer measure, the code became mandatory in 2010 and the most recent update (2025) went on January 1, 2026. CALGreen sets targets for energy efficiency, water consumption, dual plumbing systems for potable and recyclable water, diversion of construction waste from landfills, and use of environmentally sensitive materials in construction and design, including eco-friendly flooring, 6 U.S. Energy Information Administration. California State Profile and Energy Estimates. https://www.eia.gov/state/?sid=CA#tabs-1. Accessed December 2025.
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Bonadelle Lacey Ave Residential Project | Initial Study carpeting, paint, coatings, thermal insulation, and acoustical wall and ceiling panels. The 2022 CALGreen Code includes mandatory measures for non-residential development related to site development; water use; weather resistance and moisture management; construction waste reduction, disposal, and recycling; building maintenance and operation; pollutant control; indoor air quality; environmental comfort; and outdoor air quality. Mandatory measures for residential development pertain to green building; planning and design; energy efficiency; water efficiency and conservation; material conservation and resource efficiency; environmental quality; and installer and special inspector qualifications.
Clean Energy and Pollution Reduction Act (SB 350)
The Clean Energy and Pollution Reduction Act (SB 350) was passed by California Governor Brown on October 7, 2015, and establishes new clean energy, clean air, and greenhouse gas reduction goals for the year 2030 and beyond. SB 350 establishes a greenhouse gas reduction target of 40 percent below 1990 levels for the State of California, further enhancing the ability for the state to meet the goal of reducing greenhouse gas emissions by 80 percent below 1990 levels by the year 2050.
Renewable Portfolio Standard (SB 1078 and SB 107)
Established in 2002 under SB 1078, the state’s Renewables Portfolio Standard (RPS) was amended under SB 107 to require accelerated energy reduction goals by requiring that by the year 2010, 20 percent of electricity sales in the state be served by renewable energy resources. In years following its adoption, Executive Order S-14-08 was signed, requiring electricity retail sellers to provide 33 percent of their service loads with renewable energy by the year 2020. In 2011, SB X1-2 was signed, aligning the RPS target with the 33 percent requirement by the year 2020. This new RPS applied to all state electricity retailers, including publicly owned utilities, investor-owned utilities, electrical service providers, and community choice aggregators. All entities included under the RPS were required to adopt the RPS 20 percent by year 2020 reduction goal by the end of 2013, adopt a reduction goal of 25 percent by the end of 2016, and meet the 33 percent reduction goal by the end of 2020. In addition, the Air Resources Board, under Executive Order S-21-09, was required to adopt regulations consistent with these 33 percent renewable energy targets.
RESPONSES
a) Result in potentially significant environmental impact due to wasteful, inefficient, or unnecessary consumption of energy resources, during project construction or operation?
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Bonadelle Lacey Ave Residential Project | Initial Study Less Than Significant Impact. The Project proposes the construction of 78 residential units and a 0.88 acre basin that will result in additional energy consumption, as discussed below.
Construction
During Project construction there would be an increase in energy consumption related to worker trips and operation of construction equipment. This energy consumption will be short-term and temporary.
There are not unusual project characteristics or construction processes that would require use of equipment that will be more energy intensive than used for comparable activities. Construction will include site preparation, building construction, paving and architectural coatings. The primary source of energy for construction will be diesel and gasoline.
All equipment shall conform to current emission standards and related fuel efficiencies including applicable California Air Resources Board (CARB) regulations, California Code of Regulations (Title 13, Motor Vehicles) and Title 24 standards. Compliance with these regulations would ensure that short-term, temporary construction activities do not result in wasteful, inefficient or unnecessary consumption of energy resources.
Operations
Project operation involves the heating, cooling, use of equipment, and vehicle trips. Operation of the 78 residential homes would be required to comply with energy efficiency standards as dictated by State and federal regulations including Tite 24 energy efficiency requirements and adopted energy efficient standards by the California Energy Commission.
Therefore, the Project is expected to comply with all energy efficiency standards and requirements and will have a less than significant impact.
Mitigation Measure: None are Required.
b) Conflict with or obstruct a state or local plan for renewable energy or energy efficiency? Less Than Significant Impact. The proposed Project would comply with the versions of CCR Titles 20 and 24, including CALGreen, that are applicable at the time that building permits are issued. Part 11, Chapter 4 and 5, of the State’s Title 24 energy efficiency standards establishes mandatory measures for residential and nonresidential buildings. Examples of these mandatory measures include solar, electric vehicle (EV) charging infrastructure, bicycle parking, energy efficiency, water efficiency and conservation, and material conservation and resource efficiency. Where applicable, the Project would comply with more stringent local regulations. In addition, the proposed Project would constitute
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Bonadelle Lacey Ave Residential Project | Initial Study development within an area planned for residential development. The proposed Project would be well positioned to accommodate the existing and planned population.
The Project would provide connectivity within the Project site and to adjacent uses. Compliance with these aforementioned mandatory measures and Project design features would ensure that the proposed Project would not conflict with any applicable plan, policy, or regulation adopted for the purpose of reducing energy use or increasing the use of renewable energy. Therefore, operational energy efficiency and renewable energy standards consistency impacts would be less than significant.
For the above reasons, the proposed Project would not conflict with or obstruct a state or local plan for renewable energy or energy efficiency, and impacts would be less than significant.
Mitigation Measures: None are Required.
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Bonadelle Lacey Ave Residential Project | Initial Study VII. GEOLOGY AND SOILS
Would the project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporation
Less than
Significant
Impact No Impact
a. Expose people or structures to potential
substantial adverse effects, including the
risk of loss, injury, or death involving:
i. Rupture of a known earthquake
fault, as delineated on the most
recent Alquist-Priolo Earthquake
Fault Zoning Map issued by the
State Geologist for the area or based
on other substantial evidence of a
known fault? Refer to Division of
Mines and Geology Special
Publication 42.
ii. Strong seismic ground shaking?
iii. Seismic-related ground failure,
including liquefaction?
iv. Landslides?
b. Result in substantial soil erosion or the
loss of topsoil?
c. Be located on a geologic unit or soil that
is unstable, or that would become
unstable as a result of the project, and
potentially result in on- or off-site
landslide, lateral spreading, subsidence,
liquefaction or collapse?
d. Be located on expansive soil, as defined
in Table 18-1-B of the most recently
adopted Uniform Building Code
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Bonadelle Lacey Ave Residential Project | Initial Study creating substantial risks to life or
property?
e. Have soils incapable of adequately
supporting the use of septic tanks or
alternative waste water disposal systems
where sewers are not available for the
disposal of waste water?
f. Directly or indirectly destroy a unique
paleontological resource or site or
unique geologic feature?
ENVIRONMENTAL SETTING
Hanford is located in the center of the Central Valley, which is a nearly flat northwest-southeast trending basin approximately 450 miles long and approximately 75 miles wide. The City of Hanford is located on soil types characterized by a thick section of sedimentary rock overlying a granitic basement layer. The soil types found in Hanford are not subject to annual flooding or ponding and are considered welldrained. The hazards due to ground-shaking are considered low due to the relative distance of the City from seismic faults. The nearest faults are the San Andreas Fault (approximately 46.5 miles to the southwest of the western boundary of the City) and the White Wolf Fault, located near Arvin and Bakersfield to the southwest in Kern County. The City of Hanford is located in Seismic Zone III, as defined by the California Uniform Building Code.
RESPONSES
a-i) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving rupture of a known earthquake fault, as delineated on the most recent AlquistPriolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication
42. a-ii) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving strong seismic ground shaking?
a-iii) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving seismic-related ground failure, including liquefaction?
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Bonadelle Lacey Ave Residential Project | Initial Study a-iv) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving landslides?
Less Than Significant Impact. The proposed Project site is located on an approximately 16.65-acre site, adjacent to the western City limit boundary. The proposed site is not located in an earthquake fault zone as delineated by the 1972 Alquist-Priolo Earthquake Fault Zoning Map Act. 7 The nearest known potentially active fault is the San Andreas Fault, which is approximately 46.5 miles to the southwest of the western boundary of the City. No active faults have been mapped within the Project boundaries, so there is no potential for fault rupture. It is anticipated that the proposed Project site would be subject to some ground acceleration and ground shaking associated with seismic activity during its design life. The proposed Project site would be engineered and constructed in strict accordance with the earthquake resistant design requirements contained in the latest edition of the California Building Code (CBC) for Seismic Zone III, as well as Title 24 of the California Administrative Code, and therefore would avoid potential seismically induced hazards on planned structures.
The proposed Project site has a generally flat topography, which would preclude the likeliness of a landslide. The impact of seismic or landslide hazards on the Project would be less than significant.
Mitigation Measures: None are required.
b) Result in substantial soil erosion or the loss of topsoil? Less Than Significant Impact. Construction activities associated with the Project involve ground preparation work for the new housing development and associated improvements. These activities could expose barren soils to sources of wind or water, resulting in the potential for erosion and sedimentation on and off the Project site. During construction, nuisance flow caused by minor rain could flow off-site. The contractor would be required to employ appropriate sediment and erosion control BMPs as part of a Stormwater Pollution Prevention Plan (SWPPP) that would be required in the California National Pollution Discharge Elimination System (NPDES). As such, any impacts would be considered less than significant.
Mitigation Measures: None are required.
7 Earthquake Hazard Zones, California Department of Conservation. https://maps.conservation.ca.gov/cgs/EQZApp/app/. Accessed December 2025.
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Bonadelle Lacey Ave Residential Project | Initial Study c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse?
d) Be located on expansive soil, as defined in Table 18-1-B of the most recently adopted Uniform Building Code creating substantial risks to life or property?
Less Than Significant Impact. See Section VI a. above. The site is not at significant risk from ground shaking, liquefaction, or landslide and is otherwise considered geologically stable. The City of Hanford sits on top of a mix of different loam classifications; with the predominant soils in the proposed Project area being Nord fine sandy loam and Nord complex.
8 These soil types are characterized as well drained,
with low runoff. These soils also have low shrink/swell potential, which is generally not conducive to liquefaction or expansion. Additionally, liquefaction typically occurs when there is shallow groundwater, low-density non-plastic soils, and high-intensity ground motion. The proposed Project is located on relatively flat agricultural fields and the threat of a landslide occurring on or adjacent to the Project site is considered low.
Subsidence is typically related to over-extraction of groundwater from certain types of geologic formations where the water is partly responsible for supporting the ground surface. The City of Hanford is recognized by the U.S. Geological Service as being in an area of subsidence. 9 The site would be designed in accordance with engineering design standards and structural improvement requirements to withstand the effects of soil settlement and collapsible soils. Engineered compacted fill would likely be used during construction in accordance with building code requirements, which would reduce the potential for lateral spreading or collapse of soils from Project construction.
Impacts are considered less than significant.
Mitigation Measures: None required.
e) Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for the disposal of waste water? 8 U.S. Department of Agriculture. Natural Resource Conservation Service. Web Soil Survey. https://websoilsurvey.sc.egov.usda.gov/app/WebSoilSurvey.aspx. Accessed December 2025. 9 U.S. Geological Service. Areas of Land Subsidence in California. https://ca.water.usgs.gov/land_subsidence/california-subsidence-areas.html Accessed December 2025.
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Bonadelle Lacey Ave Residential Project | Initial Study No Impact. The proposed Project does not include the construction,replacement, or disturbance of septic tanks or alternative wastewater disposal systems. The Project will be required to tie into the existing City sewer system (See Utilities section for more details). Therefore, there is no impact.
Mitigation Measures: None are required.
f) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? Less Than Significant Impact with Mitigation. There are no unique geological features on site or in the area. As identified in the cultural studies performed for the Project site (see Appendix B), there are no known paleontologicalresources on or nearthe site; however, mitigation measures have been added that will protect unknown (buried) resources during construction, including paleontological resources. As such, impacts are less than significant with mitigation incorporated.
Mitigation Measures: CUL-1, CUL-2 and CUL-3
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Bonadelle Lacey Ave Residential Project | Initial Study VIII. GREENHOUSE GAS EMISSIONS
Would the project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporation
Less than
Significant
Impact
No
Impact
a. Generate greenhouse gas emissions, either
directly or indirectly, that may have a
significant impact on the environment?
b. Conflict with an applicable plan, policy or
regulation adopted for the purpose of
reducing the emissions of greenhouse
gases?
ENVIRONMENTAL SETTING
Various gases in the earth’s atmosphere play an important role in moderating the earth’s surface temperature. Solar radiation enters earth’s atmosphere from space and a portion of the radiation is absorbed by the earth’s surface. The earth emits this radiation back toward space, but the properties of the radiation change from high-frequency solar radiation to lower-frequency infrared radiation. GHGs are transparent to solar radiation, but are effective in absorbing infrared radiation. Consequently, radiation that would otherwise escape back into space is retained, resulting in a warming of the earth’s atmosphere. This phenomenon is known as the greenhouse effect. Scientific research to date indicates that some of the observed climate change is a result of increased GHG emissions associated with human activity. Among the GHGs contributing to the greenhouse effect are water vapor, carbon dioxide (CO2), methane (CH4), ozone, Nitrous Oxide (NOx), and chlorofluorocarbons. Human-caused emissions of these GHGs in excess of natural ambient concentrations are considered responsible for enhancing the greenhouse effect. GHG emissions contributing to global climate change are attributable, in large part, to human activities associated with the industrial/manufacturing, utility, transportation, residential, and agricultural sectors. In California, the transportation sector is the largest emitter of GHGs, followed by electricity generation. Global climate change is, indeed, a global issue. GHGs are global pollutants, unlike criteria pollutants and TACs (which are pollutants of regional and/or local concern). Global climate change could potentially affect water resources in California. Rising temperatures could be anticipated to result in sea-level rise (as polar ice caps melt) and possibly change the timing and amount of precipitation, which could alter water quality and supply. According to some, climate change could result in more extreme weather patterns; both heavier precipitation that could lead to flooding, as well as more extended drought periods. There is uncertainty regarding the timing, magnitude, and nature of
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Bonadelle Lacey Ave Residential Project | Initial Study the potential changes to water resources as a result of climate change; however, several trends are evident.
Snowpack and snowmelt may also be affected by climate change. Much of California’s precipitation falls as snow in the Sierra Nevada and southern Cascades, and snowpack represents approximately 35 percent of the state’s useable annual water supply. Snowmelt typically occurs from April through July; it provides natural water flow to streams and reservoirs after the annual rainy season has ended. As air temperatures increase due to climate change, the water stored in California’s snowpack could be affected by increasing temperatures resulting in: (1) decreased snowfall, and (2) earlier snowmelt.
REGULATORY SETTING
Federal
The USEPA Mandatory Reporting Rule (40 CFR Part 98), which became effective December 29, 2009, requires that all facilities that emit more than 25,000 metric tons CO2-equivalent per year beginning in 2010, report their emissions on an annual basis. On May 13, 2010, the USEPA issued a final rule that established an approach to addressing GHG emissions from stationary sources under the CAA permitting programs. The final rule set thresholds for GHG emissions that define when permits under the New Source Review Prevention of Significant Deterioration and title V Operating Permit programs are required for new and existing industrial facilities.
In addition, the Supreme Court decision in Massachusetts v. EPA (Supreme Court Case 05-1120) found that the USEPA has the authority to list GHGs as pollutants and to regulate emissions of GHGs under the CAA. On April 17, 2009, the USEPA found that CO2, CH4, NOx, hydrofluorocarbons, perfluorocarbons, and sulfur hexafluoride may contribute to air pollution and may endanger public health and welfare. This finding may result in the USEPA regulating GHG emissions; however, to date the USEPA has not proposed regulations based on this finding.
State
California is taking action to reduce GHG emissions. In June 2005, Governor Schwarzenegger signed Executive Order S-3-05 to address climate change and GHG emissions in California. This order sets the following goals for statewide GHG emissions:
• Reduce to 2000 levels by 2010
• Reduce to 1990 levels by 2020
• Reduce to 80 percent below 1990 levels by 2050
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Bonadelle Lacey Ave Residential Project | Initial Study In addition, the proposed Project is being evaluated pursuant to CEQA.
Local
San Joaquin Valley Air Pollution Control District (SJVAPCD) In August 2008, the SJVAPCD adopted the Climate Change Action Plan, which directed the SJVAPCD to develop guidance to assist lead agencies, project proponents, permit applicants, and interested parties in assessing and reducing the impacts of project specific greenhouse gas emissions on global climate change.
In 2009, the SJVAPCD adopted the guidance document: Guidance for Valley Land-Use Agencies in Addressing GHG Emission Impacts for New Projects Under CEQA. This document recommends the usage of performance-based standards, otherwise known as Best Performance Standards (BPS), to assess the significance of project-specific greenhouse gas emissions on global climate change during the environmental review process. Projects implementing BPS in accordance with SJVAPCD’s guidance would be determined to have a less than significant individual and cumulative impact on greenhouse gas emissions and would not require project specific quantification of greenhouse gas emissions.10
RESPONSES
a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment?
Construction: Greenhouse gases would be generated during construction from activities including site demolition, site preparation, grading, building construction, application of architectural coatings,and paving. GHG emissions for the Project were estimated to be approximately 275 metric tons of carbon dioxide equivalent per year (MTCO2E/year) for construction. The analysis was completed utilizing the CalEEMod Modeling Software. The full analysis can be found in Appendix A. 10 SJVAPCD. Guidance for Assessing and Mitigating Air Quality Impacts. February 19, 2015. Page 112. https://www.valleyair.org/transportation/GAMAQI-2015/FINAL-DRAFT-GAMAQI.PDF. Accessed December 2025
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Bonadelle Lacey Ave Residential Project | Initial Study Operation: Implementation of the proposed Project would result in long-term greenhouse gas emissions associated with area sources, such as natural gas consumption, landscaping, applications of architectural coatings, and consumer products, as well as mobile emissions. Total GHG operational emissions were estimated using the CalEEMod model, which estimates emissions to be approximately 1,020 MTCO2E/year.
The SJVAPCD has not established a numeric threshold for GHG emissions. The significance of GHG emissions may be evaluated based on locally adopted quantitative thresholds or consistency with a regional GHG reduction plan (e.g., a CAP). Neither the City nor the SJVAPCD has developed or adopted numeric GHG significance thresholds. Therefore, the proposed Project was analyzed for consistency with the 2022 Scoping Plan.
The 2022 Scoping Plan includes key project attributes that reduce operational GHG emissions in Appendix D, Local Actions, of the 2022 Scoping Plan. As discussed in Appendix D of the 2022 Scoping Plan, absent consistency with an adequate, geographically specific GHG reduction plan such as a CEQAqualified CAP, the first approach the State recommends for determining whether a proposed residential or mixed-use residential development would align with the State’s climate goals is to examine whether the Project includes key project attributes that reduce operational GHG emissions. The Project’s consistency with key project attributes from the 2022 Scoping Plan that would be applicable to residential and mixed-use development is shown in Table 7.
Table 7
Project Consistency with the 2022 Scoping Plan Key Residential Project Attributes that Reduce GHGs
Priority Areas Key Project Attribute Project Consistency Transportation Electrification Provides EV charging
infrastructure that, at
minimum, meets the most
ambitious standards.
Consistent. CALGreen Code
requires provision of
infrastructure to
accommodate EV chargers.
The proposed Project will be
consistent with the
requirements set forth in the
CALGreen Code.
VMT Reduction Is located on infill sites that
are surrounded by existing
urban uses and reuses or
redevelops previously
undeveloped or underutilized
land that is presently served
Consistent. The Project site is
surrounded by agriculture
and residential development.
As detailed in the
Transportation section of this
document, the proposed