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
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" A1.5
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
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" A1.6
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)..
Tentative Tract 952
Exhibit C:
Mitigation Monitoring and Reporting Program
Bonadelle Lacey Ave Residential Project
CITY OF HANFORD | Crawford & Bowen Planning, Inc. 1
MITIGATION MONITORING AND REPORTING
PROGRAM
This Mitigation Monitoring and Reporting Program (MMRP) has been formulated based upon the findings of the Final Initial Study/Mitigated Negative Declaration (IS/MND) for the Bonadelle Lacey Ave Residential Project. The MMRP lists mitigation measures recommended in the IS/MND for the proposed Project and identifies monitoring and reporting requirements as well as conditions recommended by responsible agencies who commented on the Project.
The first column of the Table identifies the mitigation measure. The second column, entitled “Party Responsible for Implementing Mitigation,” names the party responsible for carrying out the required action. The third column, “Implementation Timing,” identifies the time the mitigation measure should be initiated. The fourth column, “Party Responsible for Monitoring,” names the party ultimately responsible for ensuring that the mitigation measure is implemented. The last column will be used by the Lead Agency to ensure that individual mitigation measures have been monitored.
Bonadelle Lacey Ave Residential Project
CITY OF HANFORD | Crawford & Bowen Planning, Inc. 2
Mitigation Measure
Party
responsible for
Implementing
Mitigation
Implementation
Timing
Party
responsible
for Monitoring
Verification
(name/date)
Biological Resources
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.
Project
Applicant/
Developer
Prior to and
during
construction
City of
Hanford
Bonadelle Lacey Ave Residential Project
CITY OF HANFORD | Crawford & Bowen Planning, Inc. 3
Mitigation Measure
Party
responsible for
Implementing
Mitigation
Implementation
Timing
Party
responsible
for Monitoring
Verification
(name/date)
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.
Project
Applicant/
Developer
Prior to
construction
City of
Hanford
BIO-3
If any active SWHA nest is detected during preconstruction 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.
Project
Applicant/
Developer
Prior to and
during
construction
City of
Hanford
BIO-4
If any active SWHA nest is detected during preconstruction surveys or Project activities, and a ½- mile no-disturbance buffer is not feasible, consultation Project
Applicant/
Developer
Prior to and
during
construction
City of
Hanford
Bonadelle Lacey Ave Residential Project
CITY OF HANFORD | Crawford & Bowen Planning, Inc. 4
Mitigation Measure
Party
responsible for
Implementing
Mitigation
Implementation
Timing
Party
responsible
for Monitoring
Verification
(name/date)
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.
Project
Applicant/
Developer
Prior to
construction
City of
Hanford
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.
Project
Applicant/
Developer
Prior to
construction
City of
Hanford
BIO-7
If CBB is detected, that all small mammal burrows,
thatched/bunch grasses, and any other potential
Project
Applicant/
Developer
Prior to and
during
construction
City of
Hanford
Bonadelle Lacey Ave Residential Project
CITY OF HANFORD | Crawford & Bowen Planning, Inc. 5
Mitigation Measure
Party
responsible for
Implementing
Mitigation
Implementation
Timing
Party
responsible
for Monitoring
Verification
(name/date)
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.
BIO-8
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
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
Project
Applicant/
Developer
Prior to and
during
construction
City of
Hanford
Bonadelle Lacey Ave Residential Project
CITY OF HANFORD | Crawford & Bowen Planning, Inc. 6
Mitigation Measure
Party
responsible for
Implementing
Mitigation
Implementation
Timing
Party
responsible
for Monitoring
Verification
(name/date)
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. 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 non-construction related reasons.
Cultural Resources
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
Project
Applicant/
Developer
Prior to and
during
construction
City of
Hanford
Bonadelle Lacey Ave Residential Project
CITY OF HANFORD | Crawford & Bowen Planning, Inc. 7
Mitigation Measure
Party
responsible for
Implementing
Mitigation
Implementation
Timing
Party
responsible
for Monitoring
Verification
(name/date)
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 ongoing monitoring of project construction. Prior to 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 on-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
Project
Applicant/
Developer
Prior to and
during
construction
City of
Hanford
Bonadelle Lacey Ave Residential Project
CITY OF HANFORD | Crawford & Bowen Planning, Inc. 8
Mitigation Measure
Party
responsible for
Implementing
Mitigation
Implementation
Timing
Party
responsible
for Monitoring
Verification
(name/date)
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.
Tribal Resources
CUL-3
A burial treatment plan shall be entered into by
the Project applicant/property owner prior to any
ground disturbing activities.
Project
Applicant
Prior to any
ground
disturbing
City of
Hanford
Bonadelle Lacey Ave Residential Project
CITY OF HANFORD | Crawford & Bowen Planning, Inc. 9
Mitigation Measure
Party
responsible for
Implementing
Mitigation
Implementation
Timing
Party
responsible
for Monitoring
Verification
(name/date)
activities
PUB-1
The Project developer shall be required to pay the
Fire Protection Development Impact Fee as
detailed by Chapter 15.45 of the Hanford
Municipal Code prior to issuance of occupancy
permits.
Project
Applicant
Prior to the
issuance of
occupancy
permits
City of
Hanford
PUB-2
The Project developer shall be required to pay the
Police Protection Development Impact Fee as
detailed by Chapter 15.46.020 of the Hanford
Municipal Code prior to issuance of occupancy
permits.
Project
Applicant
Prior to the
issuance of
occupancy
permits
City of
Hanford
PUB-3
The Project developer shall be required to pay the
Hanford Joint Union High School District
Development Impact Fee prior to issuance of
occupancy permits.
Project
Applicant
Prior to the
issuance of
occupancy
permits
City of
Hanford
PUB-4
The Project developer shall be required to pay the
Park Facilities Impact Fee as detailed by Chapter
15.44.010 of the Hanford Municipal Code prior to
issuance of occupancy permits.
Project
Applicant
Prior to the
issuance of
occupancy
permits
City of
Hanford
Tentative Tract 952
Exhibit B:
Elevations
PLANNING DIVISION
PROJECT NUMBER: TT 952 - BONADELLE TSM0023-26
LOCATION: 12551 LACEY BOULEVARD, HANFORD CA 93230; APN 011-010-005, -004, -003, AND 006)
CONTACT: Gabrielle Myers, Principal Planner: (559) 585-2578 Proposal: A request to subdivide 13.44 gross acres into a 73-unit single-family residential subdivision utilizing the small lot provisions of 17.10.100 and 17.12.100 to allow lots below 5,000 square feet on property currently within the Kings County Jurisdiction proposed to be annexed and prezoned to a combination of R-L-5 Low-Density Residential and R-M Medium Density Residential in accordance with the General Plan.
General Plan Designation: Low- and Medium-Density Residential Zoning: Prezoning R-L-5 and R-M
General Plan Designation: Medium- and Low-Density Residential Zoning: AL-10 Kings County Jurisdiction
Planning Division Recommendation Revise and Proceed Resubmit Required Entitlements:
1. Annexation - submitted
2. Prezoning: Prezoning is required for the entire annexation area, in accordance with the General Plan Designation for the area - submitted
Color General Plan Designation Prezoning Request
Medium-Density Residential R-M Medium-Density Residential Low-Density Residential R-L-5 Low-Density Residential
Color General Plan Designation Acreage Density
Range/gross
acre
Minimum
Units
Maximum
Units
Yellow Low-Density Residential 5.08 2-10 10.16 50.8
Orange Medium-Density Residential 8.38 7-20 58.66 167.6 Total Number of Residential Units 68.82 (min) 218.4 (max) General Requirements:
1. That approval of this project does not exempt compliance with all applicable sections of the Zoning Ordinance, Public Works Improvement Standards, fees, or other City Ordinances.
2. That all approved proposals of the applicant be conditions of development, if not mentioned herein.
3. That the site be developed according to the approved site plan, titled TSM0023-26 with minor modifications to be approved by the Community Development Department.
4. That no expansion of the use which would tend to increase the projected scale of operations beyond the scope and nature described in this Site Plan Review shall be permitted except upon application for, and approval of, modification of this application according to all procedures and requirements thereof.
5. That if cultural resources are discovered during construction or related activities, all work shall be halted and a qualified archeologist and the City of Hanford shall be notified. The find shall be properly investigated and appropriate measures are to be taken before construction may continue.
Right-to-Farm:
Notwithstanding any other provision in this Chapter, agricultural operations are the principal and favored use of land in the areas of Kings County designated “Agricultural” in the Kings County General Plan and included in the agricultural zone districts of the Kings County zoning ordinance.
In order to implement Policy LU 8.2 and Program LU 8.2-A of the city of Hanford General Plan, there is hereby adopted in the city of Hanford a policy to (1) protect agricultural land, operations,
and facilities from conflicting use due to the encroachment of incompatible, non-agricultural uses of the land in agricultural areas of the county, and (2) to advise developers, owners, and subsequent purchasers of property in the city of Hanford within one (1) mile of the city’s urban limit line of the inherent potential inconveniences and discomforts often associated with agricultural activities and operations, including, but not limited to, equipment and animal noise; farming activities conducted on a 24-hour a day, 7-days a week basis; odors from manure, fertilizers, pesticides, chemicals, or other sources; the aerial and ground application of chemicals and seeds; dust; flies and other insects; and smoke from agriculture operations.
That no lawfully established and otherwise lawful agricultural activity, operation, or facility, or appurtenances thereto, conducted or maintained for commercial agricultural purposes in a manner consistent with proper and accepted customs and standards as established and followed by similar agricultural operations in the same locality, shall be or become a nuisance, private or public, due to any changed condition in or about the locality, including, but not limited to, the encroachment of non-agricultural uses such as residences.
In order to carry out the goals and policies of the city of Hanford General Plan, and the provisions of this chapter, the following notices and disclosures shall be required:
All approvals for improvement or development of property including without limitation application for rezonings, land divisions, zoning permits, and residential building permits, on property in the city of Hanford within one (1) mile of the city’s urban limit line, shall include a condition that notice and disclosure of this agricultural land use policy be given by the applicant, or the owner if different from the applicant. The applicant, or owner if different from the applicant, shall also acknowledge the contents of the notice and disclosure, which includes a description of the property the notice and disclosure pertains to, in the Official Records of the Kings County Recorder, and recorded at the applicant’s own expense.
Requirements if utilizing Section 17.10.100 and 17.12.100 to permits lots less than 5,000 square feet. Notwithstanding Section 17.10.030 and 17,12.030, lots in the R-L-5 and R-M zone may have a lot area of between 3,600 and 4,999 square feet if all of the following standards are met:
Zoning:
That all requirements of the R-L-5 and R-M Medium-Density Residential district shall apply.
17.10. and 17.12.100 Lot Area Less Than 5,000 square feet:
Satisfied Standards of 17.12.100
That the lot area be no less than 3,600 square feet.
That there are not more than 150 lots less than 5,000 square feet within the subdivision.
That the minimum lot depth be no less than 70 feet. (exclusive of landscape easements)
That the minimum lot width shall be 40 feet for interior lots and 45 feet for corner lots. (exclusive of landscape easements)
Required Conditions for Utilizing 17.12.100:
That the streets will be constructed to public street standards.
That all structures shall be constructed on site.
That the subdivision shall have at least three different small lot floor plans with two available elevation designs for each floor plan.
That the primary frontage of the main structure shall face a public street, primary entryway, circulation walkway, or open space with sidewalks that provide delineated paths of travel.
That the primary frontage of the main structure shall include the primary entrance and at least one window.
That required covered parking spaces shall be in garages. Carports are prohibited.
That the width of the garage shall not be greater than 50% of the width of the structure. (staff is in the process of increasing this to allow for a width greater than 50%; municipal code amendment required). If building permits are submitted prior to the garage width requirement being increased/eliminated, the applicant would be required to seek a planned unit development, in order to permit the deviation.
That the main structures shall include a covered front porch at least four feet deep or an uncovered front courtyard at least five feet wide and five feet deep that is surrounded on four sides by the main structure or a wall or fence between three and four feet high.
In order to create a diverse residential streetscape, there shall be a minimum two-foot-stagger between adjacent lots.
The Building Official shall not approve a building permit for a new residence on a lot with a lot area less than 5,000 square feet until the Community Development Director has determined that the standards identified in this section are met.
17.12.100 B. 3 – 6 Building Setbacks
That no structure shall be placed within a building setback area.
That the minimum front building setback area shall be 12 feet for livable space and 18 feet for garages.
That the minimum rear yard building setback area shall be 10 feet for the first story and 15 feet for upper stories.
That the minimum interior side yard building setback area shall be five feet.
That the minimum corner side yard building setback area shall be 10 feet.
That where there is a landscape easement with a wall or fence on the street side of the lot the side yard setback area shall be measured from the easement area instead of the side lot line.
Lots shall provide for a usable open space area of a minimum 300 square feet. The open space shall be a minimum 15 feet wide.
Dwelling Units per Lot (Section 17.12.050)
That the minimum site area per dwelling unit shall be 3,000 square feet.
Coverage (Section 17.12.060)
That the maximum coverage of a lot shall be determined by the combined building setback area requirements, accessory structure limitations, open space requirements, and off-street parking.
Distance between Structures (Section 17.12.080)
The minimum distance between structures shall be 10 feet, except as provided by the building code.
Height of Structures (Section 17.10.090)
The maximum structure height shall be 35 feet.
Driveways (Section 17.12.110)
That the width of a driveway and any paved area shall not cumulatively exceed 40% of the width of the lot’s street frontage on which the driveway and any paved area faces. In the case of “L” or “U” shaped driveways or other configurations besides perpendicular driveways, the paved area of these driveways shall not exceed 50% of the front building setback area.
That on corner lots, the driveway shall be located on the side of the lot adjacent to the interior lot line.
That on key lots, the driveway shall be located on the side of the lot, which is not adjacent to the rear lot line of the adjacent reverse corner lot.
Usable Open Space (Section 17.12.150)
That lots with four or less dwelling units shall provide for a usable open space area of a minimum 300 square feet per dwelling unit. The open space shall be a minimum of 15 feet side.
That lots with five or more dwelling units shall provide for a usable open space area equal to five percent of the lot area. Where multiple lots that together make up a single development site, the
required open space may be combined into common open space areas that are accessible to all residents of the site.
Landscaping (Section 17.12.160 and 17.52)
That landscaping be provided in accordance with Section 17.52 Landscape Standards of the Hanford Municipal Code.
That except for driveways and approved parking areas all yard areas and setback areas visible from the street shall be landscaped with live plant materials and ornamentation common to the Hanford area or up to 100% of the yard and setback area may be landscaped with artificial turf and other permeable surfaces.
That two street trees, a minimum 15 gallon size, shall be planted on all lots 6,000 square feet or greater. One of the two shall be planted 12 feet (no greater or no less) from the face of the font lot line street curb.
That there shall be two additional street trees, a minimum 15 gallon size, planted on all corner lots in the parkway adjacent to the street side lot line.
That all species of trees shall be selected from a list approved by the City Parks and Recreation Commission.
Off Street Parking: (Section 17.54).
That the applicant shall provide two parking spaces per dwelling unit, one of which shall be covered.
Noise:
That construction equipment is muffled and construction activities be limited to the hours between 7:00 a.m. to 10:00 p.m., Monday through Friday, unless the construction is within the enclosed structure or approved by the Community Development Department.
That noise from fixed mechanical equipment, when measured at the property line, meets the standard of the Hanford Noise Element.
Rooftop Equipment HMC Section 17.50.100
That all elevator housing and mechanical equipment located on the roof of any building shall be screened from adjacent views and contained within a completely enclosed penthouse or portion of the same building having walls and roofs with construction and appearance similar to the building.
Outdoor Lighting Standards HMC Section 17.50.140
That all lights and light fixtures, except public street lights, shall be located, aimed or shielded so as to minimize light trespassing across property boundaries or skyward.
That no lights or light fixtures shall flash, revolve, blink or otherwise resemble a traffic control signal or operate in such a fashion to create a hazard for passing traffic.
That building mounted lighting fixtures shall be attached only to the walls of the building. The top of a light fixture attached to a building wall shall not be higher than the top of the building parapet or the top of the roof eave, whichever is lower.
That canopy ceiling light fixtures shall be recessed or the sides of the lens area shall be shielded in order to eliminate emission of horizontal light.
That mercury vapor lamps shall be a fully shielded fixture with all light directed on-site.
That freestanding light fixtures shall not exceed eighteen (18) feet in height measured from the top of a light fixture to the adjacent grade at the base of the support for that light fixture.
Tents, Tarps, and Other Coverings (Section 17.50.130)
That no front or side building setback area shall be covered by tents, tarps, cloth, fabric, or a wood or metal covering or structure except for the following:
Standard window and door awnings
Ornamental covers, such as a sidewalk or entry awning trellis, or other similar improvement intended as an improved passageway or for aesthetic purposes providing architectural integrity with the building to which it is attached. Supports shall be ninety (90) percent open and shall not be enclosed.
Dust Control:
That the appropriate dust-control practices of the San Joaquin Valley Air Pollution Control District shall be implemented.
That the any necessary permits be obtained through the San Joaquin Valley Air Pollution Control District.
COMMUNITY DEVELOPMENT DEPARTMENT | 317 N. DOUTY ST. HANFORD, CA 93230 559.585.2500 | WWW.HANFORD.CITY
April 22, 2026
Permit Number: TSM0023-26
Address: Bonadelle Subdivision
Project: Subdivide approximately 13.5 acres into 70 residential lots Soils:
1. That a preliminary soils report, prepared by a qualified soils engineer, be provided to the Engineering and Building Departments prior to approval of Subdivision Improvement Plans.
2. That a final soils report, prepared by a qualified soils engineer, be provided to the Engineering Department and Building Division prior to acceptance of the subdivision improvements by the City or issuance of building permits or whichever comes first.
3. That the developer retains the design engineer to inspect and verify that grading within the subdivision was constructed as per the approved design, and a copy of the report be provided to the Building Division prior to building permit issuance.
Street Names and Addresses:
1. That a street address for each lot, as provided by the Building Division, be included on the subdivision final map.
2. That all street names, as shown on the tentative subdivision map, be included on the subdivision final maps.
3. That all landscaping, solar, and fire sprinklers require permits and must meet the current California Building Standards Code requirements at time of permit application.
4. That a map must be provided to show existing streets names of surrounding subdivisions that have City maintained streets.
If there are any questions or concerns regarding the above, please don’t hesitate to reach out with any questions or concerns.
Sincerely,
COMMUNITY DEVELOPMENT DEPARTMENT | 317 N. DOUTY ST. HANFORD, CA 93230 559.585.2500 | WWW.HANFORD.CITY
Mitch Couch
Building Official, CBO
City of Hanford
559.585.2032 | www.hanfordca.gov
[email protected] | 317 N Douty St
City Of Hanford Fire Department Plan Review
Approval of all projects does not exempt compliance with all applicable sections of the adopted Fire Codes and local city ordinances. All fire protection systems must be installed and operational prior to occupying the building. All permits shall be issued and paid for prior to scheduling any inspections with the fire department. Please contact the building department for the submittal process.
The scope of work shall be clearly stated on all the plans submitted for the permit. All deferred submittals shall be listed on the building plan page.
All deferred submittals are required to be submitted within 30 days of building permit issuance.
Plan review number: TSM0023-26
Address: 12551 LACEY BLVD Hanford, CA 93230
Date: 08-31-2026
The following are comments that are applicable and pertain to the plans submitted: This project must comply with the latest California Fire Code. • Project shall meet the minimum fire flow requirements per Appendix B & C of the CFC 2025; Provide the fire flows within one year
• New and existing residences that have an automatic sprinkler system, proposed accessory dwelling units shall have an automatic sprinkler system. A separate fire department permit will be required.
• Fire Riser Room:
1. a separate room that contains the Fire Riser shall contain one man door, the room shall be a 2-hour rated room with adequate spacing to perform maintenance, riser room shall be properly labeled with 4” lettering with contrasting background and a knox box shall be installed to contain the riser room key, fire sprinkler coverage required, emergency lighting and illuminated lighting required. The riser shall be interconnected with the fire alarm
City of Hanford Fire Department
Fire Prevention and Community Risk Reduction Division
• When a sprinkler system is required with more than 21 heads, the system shall be monitored by a central monitoring station. Fire alarm and fire detection systems required by Chapter 9 of CFC, CBC, shall be installed per NFPA 72. • Knox FDC Locking Caps are required on all Fire Department Connections.
A fire department access road is required for facilities that are protected by fire sprinklers and are more than 400 feet away; on-site fire hydrants and mains shall be provided where required by the AHJ. Provide a letter of certification from a licensed soil engineer on non-paved all-weather roads that provide fire access, which shall support a 40,000-lb fire apparatus at a minimum. • All dead-end access roads more than 150 must provide an approved turnaround or hammerhead and comply with city standards.
• All access roads shall not be less than 20 ft wide and 13 ft 6 inches • Access road turning radius for fire apparatus/
1. Inside turn: 20ft 10 inch
2. Curb to Curb: 37 ft 3 inches
3. Wall to Wal: 42 ft
• Temporary or permanent fire department access roads shall be constructed in accordance with City Standards ST-36. All weather access roads shall be in place prior to any combustible construction being brought onto the premises unless approved by the fire department.
• Additional Hydrants may be required, all hydrants shall be installed and accepted prior to combustibles being dropped on site. All hydrants shall be protected by bollards Hydrant spacing shall be as follows CFC 2025 Appendix C;
1. Residential area- 500ft
2. Commercial area-300ft
3. A hydrant will be required within 50’ of Fire Department connection.
4. Provide a turning template on Plan Review
• No traffic calming devices shall be installed without the Fire Department’s approval • Areas identified as “Fire lanes” must be identified as such per requirements set forth in the California Vehicle Code Section 22500.1.
1. Access roads 20-26 feet in width: Fire lanes shall be on both sides of the fire apparatus access roads.
2. Access roads 26 to less than 32 feet in width: Fire lanes shall be on one side of the fire apparatus access roads.
3. Access roads 32 feet in width or more: No fire lanes required.
4. Markings shall include “No Parking- Fire Lane”
• Locked gates installed across fire department access roads:
1. Manual gates with a chain lock require a Knox Padlock to be installed on them, or a Knox Box shall be installed on the exterior of the gate and a key to the lock on the gate must be placed in the Knox Box. (See www.knoxbox.com for current models)
2. Electric Gates shall be equipped with an electric Knox Key Switch, at the gate location.
3. In case of a loss of power, electrically operated gates shall have a means of backup power or shall default in the open position for immediate fire department access.
4. At no time shall the width of the fire department access road be reduced below 20 feet wide through or at any gates along the fire department’s emergency access roads due to protruding objects from gate supports, frames, signs, access booths, curbs, etc.
5. Provide a Knox Box for all structures and gates. In accordance with the 2019 CFC 506.1. Hanford Fire Department shall approve the location.
6. Ordering Knox Box products can be done directly at
www.knoxbox.com. Click to choose your local fire department agency, enter “Hanford Fire Dept”, and a list of products will populate for you to order.
• All address numbers shall be installed onto the building and shall be visible from the frontage street. The color of the address numbers shall be in a contrasting color to the building.
Size of Address Numbers:
1. Downtown area (existing buildings): 4 inch numbers
2. Buildings 20 ft. or less from the street: 6-inch numbers
3. Buildings 21- to 40-ft. from the street: 8-inch numbers
4. Buildings more than 40 ft. from the street: 12-inch numbers • Fire permits are required for all underground firelines, overhead sprinklers, and fire alarms. These are all separate permits and will be charged accordingly. All deferred submittals shall be submitted, stamped, and approved prior to combustible on site. • Refer to the 2025 California Fire Code in governing codes
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UTILITIES AND ENGINEERING DEPARTMENT
Contact: Adrian Rubalcaba, Steve Coodey or Robert Buchanan Concerning questions that you may have on the conditions listed below:
Tentative Tract 952- Bonadelle Subdivision
SW corner of W. Lacey Boulevard and Aquifer Drive
Map and Plan Requirements:
1. That the developer submit to the City Engineer, utility master plans for water, sanitary sewer and storm sewer drainage, identifying sizes and locations. The developer shall also submit separately to the City Engineer, a preliminary soils report, grading and improvement plans for all onsite and offsite improvements including existing and ultimate right-of-way, underground utilities, curbs, gutters, sidewalks, masonry walls with calculations, refuse enclosures, parking lots, irrigation systems, street improvements and other improvements required by the conditions of approval for the development.
Improvement plans shall include topography that extends a minimum of 150’ from the project boundary.
Improvement plans shall include all City of Hanford Construction Standard Detail’s pertinent to the project by either reference or inclusion. Plans shall be prepared by a registered civil engineer, and must be submitted by using the Self-Service Portal (link below) to be reviewed and approved by the City of Hanford and any other affected agencies before issuance of building or encroachment permits. https://selfservice.cityofhanfordca.com/EnerGov_Prod/SelfService#/home.
2. That within twenty (20) calendar days after all improvements have been constructed and accepted by the City, the developer shall submit to the City of Hanford Engineering Division one (1) reproducible and one (1) blue line copy of the approved set of construction plans revised to reflect all field revisions and marked “RECORD DRAWING.”
3. That within twenty (20) calendar days after all improvements have been constructed and accepted by the City, the developer shall submit to the City of Hanford Engineering Division, as-built plans documenting all approved changes to the original development plans. All changes notes shall reference the approved addendum number. Developer shall also provide utility CAD files for all offsite utilities and shape files to integrate into GIS.
Assessment District Requirements:
1. That the developer enters into an agreement for the formation of a Community Facilities District (CFD) for the maintenance (CFD-MAINTENANCE) of park/open space landscaping and amenities, signage, maintenance of outlots, decorative block wall/ fencing, roadways, streetlights, curb and gutter, sidewalk, signage and storm drain system.
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2. That the developer enters into an agreement for the formation of a Community Facilities District CFD for emergency services (CFD-Safety).
3. All costs associated with the formation of CFD’s shall be at the expense of the developer.
4. That prior to funds of the tax assessment district being obtained, the developer will be responsible for the maintenance of all items listed above.
5. Any areas designated for buried/undergrounded irrigation ditches, if applicable, shall be maintained by the CFD for surface improvements only if such area is designated as a walking trail or other outdoor space meant to be used by residents. Maintenance of the buried irrigation piping, headwalls, and other appurtenances associated with the operation of the irrigation ditch shall be the sole responsibility of the ditch company. Any portion of the existing ditch that is not piped, shall remain the responsibility of the ditch company.
Easement Requirements:
1. That easements be designated on the recorded final map as required by the utility companies and where needed for providing service to streetlights as designated by the City of Hanford Utilities and Engineering Department.
2. If applicable, the developer shall acquire and dedicate all easements necessary to facilitate the construction and operation of storm drainage facilities. Required easements may include, but are not limited to, access easements, storm drain pipeline easements, and temporary storm basin easements.
Where temporary storm basins are located over future lots, temporary building restrictions shall be recorded against those lots.
These easements may be required to provide storm drain connections between the development site and an onsite or offsite drainage basin (temporary or permanent), particularly where phased development creates gaps between existing or planned public rights-of-way, or where temporary facilities are necessary to accommodate interim drainage needs prior to completion of the permanent basin.
All easement locations and widths shall be subject to the approval of the City Engineer and shall be dedicated on the applicable Final Map or by separate instrument recorded concurrently with the appropriate Final Map.
3. That all easements for irrigation ditches and/or irrigation pipelines if applicable be legally abandoned, piped in place or relocated to the satisfaction of the City Engineer and irrigation ditch owner prior to acceptance of the subdivision improvements. The developer shall in good faith attempt to obtain the necessary easements to realign any existing irrigation ditch.
4. That all proposed outlots/landscape lot/public utility lots/easements as shown or noted on the tentative map be dedicated to the City and be included on the applicable subdivision final map. Additional landscape outlots or public utility easements determined necessary by the City Engineer or Community Development Director during review of the improvement plans shall also be dedicated with the Final Map, as required by the City.
5. Temporary turnaround easements will be required where roads dead end due to development phasing or other circumstances that trigger a need for a temporary turnaround.
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6. That the developer dedicate to the city, additional space behind right-of-way for the purposes of landscape and Public Utility Easements (PUE) along arterial, major collector and minor collector streets and for a PUE for all interior residential streets as follows:
1. 12th Avenue– Ten foot Landscape Outlot and PUE
2. Aquifer Drive – Ten foot – Landscape Outlot and PUE
3. All residential streets – Six foot-PUE
4. Paseo-Full width as shown on Tentative Map
Widths for Landscape Outlots can vary depending on specific situations. Any variation in widths shall be approved by the city.
Dedication Requirements:
1. That all proposed streets, street extensions and easements as shown on the tentative map be dedicated to the City with the subsequent final map(s). The streets/street extensions are to be dedicated in fee as public right-of-way, and any alterations of existing utilities be the responsibility of the developer.
2. That developer dedicate to the City, additional right of way along the west side of Aquifer Drive, between W. Lacey Boulevard and the south boundary of Lot 70 to facilitate construction of the development frontage improvements to the ultimate Major Collector Street right-of-way width of eightyfour foot (84’) in conformance with City’s MAJOR COLLECTOR Standard Detail (modified).
3. That the developer dedicate to the City, right of way along the south side of W. Lacey Boulevard project frontage between Aquifer Drive and the west boundary of the development to facilitate construction of the development frontage improvements of an Arterial Street with an ultimate right-of-way width of onehundred ten feet (110’) in conformance with City’s MAJOR ARTERIAL STREET Standard Detail (modified).
4. That the developer shall dedicate all Outlots in fee to the City that shall be maintained by the Community Facilities District (CFD). Additionally, entrance streets to the development connecting to Major Collector and Arterial Streets, shall include the side lot frontage, including the block walls as Outlots that will be maintained through the CFD. The side frontage Outlots shall extend to the beginning of the curb return adjacent to the property frontage.
5. For work within any right-of-way required that is outside of City Limit’s, coordination with Kings County will be required.
Street Improvement Requirements:
1. The City of Hanford is currently updating all City Standard Details that will in some instances change city improvement requirements. The most current version of City Standard Detail at the time of final map recordation for each phase will apply unless identified in this document.
2. That the improvements consisting of sanitary sewers, storm sewers, water mains, communication conduit, concrete curbs, gutters, block walls, sidewalks, street lights, street subgrading and surfacing, signage and striping and all other improvements be installed in accordance with Chapter 16.24 “Improvements” of the Hanford Municipal Code, the City of Hanford’s Active Transportation Plan (ATP), and these Conditions of Approval pertaining to
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subdivision improvements in effect at the time of filing the tentative maps. All city utilities shall be installed as shown on the approved master plan for water, sanitary sewer and storm drainage and as approved by the city.
3. That all corner lots meet the requirements of California's daylighting law (Assembly Bill 413) prohibiting parking within 20 feet of a crosswalk, marked or unmarked, to improve visibility and pedestrian safety. Curbing at locations meeting this requirement shall be painted red.
4. That the developer shall install along all Arterial Streets and Major Collector Streets, two (2) 3” pvc communication conduits with city approved handhole’s placed at a maximum of 500’ spacing and 50’ from all intersections as measured from face of curb at abutting street. Mule tape shall be installed in the conduit for the complete length of the conduit installation plus fifty feet (50’) of excess mule tape, and shall be secured and coiled in each handhole location for future wire pulling. Handhole lids shall include factory labeling that reads “City of Hanford” and shall be secured with security fasteners.
Alignment of the conduit shall be the opposite side of roadway from the water main alignment or as determined by the City.
5. That all streets within the subdivision shall be developed as a Residential Street per the City’s RESIDENTIAL STREET detail and STREET BULB CONNECTION detail with a traffic index (TI) of 6 and all required utilities except the following:
a. Residential cul-de-sac’s shall be constructed in conformance with City’s TYPICAL CUL-DE-SAC detail, with a traffic index of 5.
b. Developer shall construct Lacey Boulevard as an Arterial Street with a modified ultimate rightof-way width of 110-foot in conformance with the City’s ARTERIAL STREET detail and IMPROVEMENTS REQUIRED ON EXISTING CITY-MAINTAINED STREETS detail, and the City of Hanford’s ATP, with Class II bike lanes and a traffic index of 11. Developer shall be required to construct improvements within the remaining width of right of way on the south side of Lacey Boulevard between Aquifer Drive and the west development boundary that includes the installation of an eight-foot (8’) wide sidewalk for pedestrian use. c. The developer shall coordinate with utility companies to relocate, or preferably, underground existing utilities along the Lacey Boulevard frontage.
d. The developer shall construct Aquifer Drive as a Major Collector street with an ultimate width of eighty-four feet (84’) in conformance with the City’s MAJOR COLLECTOR STREET (modified) detail and the City of Hanford’s ATP with a traffic index of 10. Developer shall install required improvements as mentioned in this section along the west side of Aquifer Drive that will also include a six-foot (6’) wide sidewalk, a Class II bike lane and a thirty-foot (30’) radius curb return at the southwest corner of Lacey Boulevard and Aquifer Drive. A minimum of a twelve-foot (12’) paved northbound travel lane, four-foot (4’) paved shoulder and a four-foot (4’) unpaved and compacted shoulder shall also be constructed.
e. The developer shall coordinate with utility companies to underground existing utilities and remove existing utility poles with Aquifer Drive from Lacey Boulevard to the southern boundary of APN; 011-010-009.
f. The developer shall continue development of Aquifer Drive between the south boundary of Lot 70 and the south boundary of APN: 011-010-009 with street improvements as described for Aquifer Drive and Major Collector Street requirements with the exception of a block wall and outlot.
The following items listed below shall apply to APN: 011-010-007, 011-010-008 and 011-010-009.
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i.) Drive approaches for APN: 011-010-07, 011-010-008 and 011-010-009 shall be constructed in conformance with the City’s RESIDENTIAL DRIVEWAY detail. Any extension of concrete driveway necessary to connect a new drive approach to existing driveway shall be installed to match in conformance with city standards and ADA standards. All material interfaces shall be clean cut.
ii.) Existing mailboxes shall be relocated if necessary to conform with the city’s MAILBOX standard detail.
iii.) All other existing improvements along the frontages of these APN’s shall be adjusted if necessary, or replaced with in-kind material and in conformance with current city standards.
iv.) The developer shall coordinate with Southern California Edison (SCE) for the installation of one (1) streetlight that aligns with the spacing design of streetlights to the north and south of the existing residential parcels. The streetlight shall be installed per the city’s STREETLIGHT INSTALLATION standard detail, SCE’s installation requirements and shall meet SCE’s current LED equivalent for a Major Collector Street. Location of the streetlight to be approved by the City Engineer. v.) The developer shall extend the sewer main as described in the Sanitary Sewer Requirements section of this document, and shall provide one four-inch (4”) SDR-35 sewer lateral to each APN: 011-010-07, 011-010-008 and 011-010-009 in conformance with the city’s SEWER LATERAL detail. The sewer lateral shall be capped one foot (1’) behind property line and identified in the curb face with an “S” stamped in the concrete.
vi.) The developer shall hot tap the existing 24” water main with a four-inch (4”) C900 water service manifold with a gate valve aligning with the property line separating APN’s 011-010-007 and 011-010-008. The manifold shall include a tee fitting to extend the main at minimum length required to provide a water service for all three parcels. Each parcel shall receive a one inch (1”) water service installed per the city’s 1” RESIDENTIAL WATER SERVICE standard detail. Water meter and house connection shall not be installed.
g. In preparation for a potential future traffic signal, the developer shall install a three-inch (3”) rigid conduit with a minimum of thirty inches (30”) of cover below finished grade, crossing the south leg of the intersection of Lacey Boulevard and Aquifer Drive from the southwest corner and extending toward the future southeast corner of the intersection. The conduit shall be installed within the existing right-of-way along Lacey Boulevard and shall be capped at the east end below grade. An access handhole with conduit sweeps shall be installed in the southwest curb radius. h. Transition lanes shall extend beyond phase boundaries where necessary and as determined by the City and shall be designed in conformance with the CALTRANS Highway Design Manual and constructed in conformance with City Standards. Transition pavement is considered temporary and is not reimbursable by the City.
6. That the developer coordinate with Southern California Edison (SCE) for the installation of streetlights throughout the interior of the development and along project frontages in conformance with the City’s STREET LIGHT INSTALLATION detail and the most recent LED equivalent at the time of installation as provided by Southern California Edison. Streetlights shall be located as designated by City Engineer.
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7. That the development is subject to a transportation mitigation impact fee as required by City Ordinance No. 90-09 and any revisions thereof. Developer shall be entitled to a credit against subject development fee for oversizing of roadway improvements for increased traffic index (T.I.) constructed by developer within Lacey Boulevard and Aquifer Drive. Credits for roadway oversizing will stay in effect until the City’s Public Work’s Construction Standard Details are updated to reflect the adjusted requirements for T.I.
Improvement plans for subsequent phasing beyond the acceptance of the updated Public Work’s Construction Standard Detail’s will not be eligible for oversizing credits or reimbursements with the exception of additional improvements required by the City that are outside of the project responsibilities as described in this document.
Traffic Impact Study Improvement Requirements:
The following items are recognized in the Traffic Impact Study (TIS) submitted September 2026, by VRPA Technologies, Inc., on behalf of the developer as requirements of this subdivision due to traffic impacts, and as determined by the City of Hanford as being essential to the surrounding area of the development location. With the exception of the minor median improvements within Lacey Boulevard identified in the Offsite Improvements section of this documents, and as required by the city, no additional improvements are required of the intersection studied in this report.
Phasing Requirements:
At no time will the city approve a development that creates undeveloped “gaps” on arterial roads fronting the Bonadelle Development. Any modified phasing sequence, if applicable, may require additional frontage improvements as described in the “Street Improvements”, “Backup Parkway Improvements” and “Traffic Impact Study Improvements Requirements” sections of this document, as well as additional temporary utilities or access easements. The City of Hanford will make the final determination of required frontage improvement associated with alternative phasing sequences, not to exceed the intent of development improvements for the purpose of eliminating gaps between phases.
All water mains with the intent to extend with future phasing shall include a blow off assembly per the City’s BLOW-OFF ASSEMBLY detail at phase lines.
All sewer mains installed with the intent to extend with future phasing shall include either a manhole per the sewer main design or at a minimum a clean-out.
Offsite Improvements:
1. The developer shall construct all frontage improvements along Lacey Boulevard and Aquifer Drive fronting the development as described in the Street Improvement Requirements section of this document, and shall include, but may not be limited to, the following:
2. The developer shall install a Class II Bike Lane for the eastbound lane of Lacey Boulevard as identified in the City of Hanford ATP in conformance with the City’s ARTERIAL STREET detail (modified).
3. The developer shall install a Class II Bike Lane for the southbound lane of Aquifer Drive.
4. “NO PARKING” signs will be required along the development frontages of Lacey Boulevard and Aquifer Drive.
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5. Developer shall modify the existing raised median in Lacey Boulevard to better align the median nose(s) with the shifted alignment of Aquifer Drive. Modification shall conform to the city’s MEDIAN DETAILS and the Highway Design Manual.
6. That the developer shall install along all Arterial Streets and Major Collector Streets, two (2) 3” pvc communication conduits with city approved handhole’s placed at a maximum of 500’ spacing and 50’ from all intersections as measured from face of curb at abutting street. Mule tape shall be installed in the conduit for the complete length of the conduit installation plus fifty feet (50’) of excess mule tape, and shall be secured and coiled in each handhole location for future wire pulling. Handhole lids shall include factory labeling that reads “City of Hanford” and shall be secured with security fasteners.
Alignment of the conduit shall be the opposite side of roadway from the water main alignment or as determined by the City per City Standard.
Onsite Improvements:
1. The developer shall construct all interior streets and cul-de-sac’s as described in the Street Improvement Requirements section of this document.
2. Street extensions with a temporary hammerhead for refuse truck maneuvering shall be installed at locations that extend beyond a side street, forcing a refuse truck to back in reverse to exit an area. A timber barricade in conformance with the City’s TIMBER BARRICADE detail is required at the terminus of asphalt paving.
Landscape Outlot Improvement Requirements:
1. That the developer shall design and construct the following improvements along Lacey Boulevard and Aquifer Drive frontages of proposed subdivision. a. A minimum six-foot (6’) high ornamental, split-faced masonry block wall with continuous reinforced concrete footing. Masonry block wall shall be treated with an anti-graffiti repellent. The minimum height of the wall shall be measured from the highest elevation grade of the property located adjacent to either side of the wall. Wall heights shall be maintained at a uniform grade/slope. If elevation changes are required, steps shall be introduced. Pilasters shall be placed at all locations of steps and at change of wall direction. Pilasters shall be spaced equally to achieve an aesthetically pleasing design and shall not exceed 150-foot of separation. A block wall easement will be required in any location where a block wall footing or foundation encroaches on private property.
b. Lot “A” shall be designed as a paseo for pedestrian access between Lacey Boulevard and Heritage Street as indicated on the Tentative Subdivision Map. The landscaping of the paseo shall include a minimum six-foot (6’) wide sidewalk, safety lighting, irrigation and in-kind shrubs and other plants as approved for development frontage landscaping.
1. The landscaping of the paseo (Lot A”) shall be designed to an ultimate width of twentyfive feet (25’), with approximately ten feet (10’) of additional width to be constructed with future development to the west. Submitting a design of the paseo outside of development boundary is not necessary, but alignment of sidewalk and other improvements should be designed with the ultimate width taken into consideration.
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2. Landscape irrigation systems and lighting systems shall remain separate from future development improvements. No considerations to allow for future connections are necessary.
3. Construct a minimum six foot (6’) high decorative block wall separating the paseo from Lot 17 as measured from the high side of the wall. The block wall shall be constructed from the Lacey Boulevard block wall terminus and shall terminate at the general alignment with the front of the residential structure. Reduced height fencing with a concrete mow strip shall continue to separate the paseo from Lot 17 from the block wall terminus to the back of the Heritage Street sidewalk.
4. Construct reduced height fencing with a concrete mow strip along the west property line of Lot “A”.
c. The developer shall construct an 8-foot-wide sidewalk along Lacey Boulevard for pedestrian use in conformance with the City’s Arterial Street standard detail (modified) and the City’s adopted ATP. Sidewalk shall be widened to twelve feet (12’) when nearing intersections to allow for shared use of pedestrian and bicycles. Legends shall be installed to delineate bicycle pathways.
d. The developer shall construct a 6-foot-wide sidewalk along Aquifer Drive for pedestrian use in conformance with the City’s Major Collector Street standard detail (modified) and the City’s adopted ATP. Sidewalk shall be widened when nearing intersections to allow for shared use of pedestrian and bicycles. Legends shall be installed to delineate bicycle pathways.
e. Soil preparation, automatic irrigation and landscaping. f. Landscape plans for right-of-way and a 10 ft. wide Landscape Lot.
2. The species of tree and plants are to be selected from a list approved by the City Street Tree Commission.
3. That the design location of the masonry wall and landscape plans shall be approved by the Community Development Department and Utilities and Engineering Department prior to recording a subdivision final map. And the approval of block wall and landscape improvements shall be submitted with initial submittal of project improvement plans.
4. All above ground pedestals and other utility boxes shall be located between back of sidewalk and masonry wall/fence.
Park General Comments:
Park space is not being proposed by the developer. The developer shall be subject to park impact fees that will not be credited towards park space.
Existing Water Well Requirements:
1. That all existing wells on the property, if any, shall be abandoned in accordance with State of California standards. Certificate of abandonment shall be submitted to the City of Hanford.
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Restricted Access Requirements:
1. That a one-foot reservation strip be established at the end or sides of the roads abutting unsubdivided property and dedicated on the applicable subdivision final maps.
2. That all rear and/or side access be restricted to all residential lots abutting an Outlot area designated as an open space or Park, Storm Drain Basin, City facilities site location (existing and future) and Not-A-Part. Side lot access shall be restricted to all residential lots adjacent to a point of access that is connected to a Collector or Arterial Street parkway or paseo. A restricted access designation shall be depicted on all recorded final maps.
3. That the developer construct a barricade to City’s Timber Barricade standard detail at the end of each future through streets.
CITY UTILITIES
Sanitary Sewer Improvement Requirements:
1. That the developer’s engineer provides a sanitary sewer master plan complete with calculations for the entire subdivision for City review and approval prior to recording a subdivision final map for the first phase of development. Consideration shall be given for future areas of development located adjacent to proposed subdivision per the City Sanitary Sewer Master Plan.
2. That all sanitary sewer system installation shall be per the City of Hanford Standards and Specifications and the approved Sanitary Sewer Master Plan submitted to the City of Hanford for approval.
3. That the sanitary sewer system design shall be designed accordingly to be served by both Lacey Boulevard and Aquifer Drive extension.
4. That the developer construct a manhole in Aquifer Drive in conformance with the city’s STANDARD MANHOLE detail at the south boundary of APN: 011-010-009, incorporating the existing ten inch (10”) SDR-35 sanitary sewer main previously extended to this location by others. The developer shall then extend a minimum of a ten-inch (10”) SDR-35 sanitary sewer main to the north boundary of APN: 011- 010-007 and construct a manhole in conformance with the city’s STANDARD MANHOLE detail. Provide an eight-inch (8’) pipe stubbed from the north of the manhole and install cap. a. In the event that the ten inch sanitary sewer main has not yet been extended by others to the south boundary of APN: 011-010-009, the developer shall construct a drop manhole at the north boundary of Tract 915-1 in conformance with the city’s DROP MANHOLE detail, raising the elevation of, and installing a continuation of the ten inch (10”) SDR-35 sanitary sewer main to the south boundary of APN: 011-010-009.
5. That a reimbursement agreement be established in accordance with City Municipal Code section 13.08 for sanitary sewer main oversizing improvements constructed within Aquifer Drive. Fixed reimbursement costs, to be applied in the form of impact fee credits, for the sanitary sewer main oversizing improvements identified herein, shall be per the City of Hanford’s Municipal Code and adopted Development Impact Fee Study dated September 2019. Reimbursement credits shall be based on the current City Master Fee Schedule in effect at the time of improvement installation and operational acceptance.
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Storm Drainage Improvement Requirements:
1. That the developer’s engineer provide a storm drainage master plan complete with calculations for the entire subdivisions tributary area for City’s review and approval prior to recording a subdivision final map for the first phase of development. The subdivision master storm drainage plan shall conform to the City of Hanford’s “Storm Drainage Design Criteria” standards.
2. As part of the required storm drainage master plan, as identified above, the developer shall determine whether the existing Storm Drainage Basin 55 as identified in the City’s Storm Drainage System Master Plan, currently has capacity for the Bonadelle Subdivision storm runoff. In the event that the current capacity is insufficient, the developer shall design and excavate the existing basin to the required capacity needs.
3. That the developer construct an extension of the thirty-six inch (36”) storm drain piping in Aquifer Drive beginning at the south boundary of APN: 011-010-009 and connecting to piping installed by others. The piping shall be extended to the north to a minimum distance of Founders Street alignment. Consideration shall be given for future areas of development located adjacent to proposed subdivision. The 36” pipe size may be reduced given supporting storm drainage calculations and/or if further reduction changes are provided by the City’s master plan update.
4. That the developer construct an eighteen-inch (18”) storm drain piping extension from the east boundary of Street “B” as identified on the tentative subdivision map, to the west boundary of Street “B”. The piping shall connect to a portion of storm drain piping installed by others from the east boundary of Street “B” to Aquifer Drive. A cap shall be installed on the piping at the west boundary of Street “B” for future connection by others.
5. That a reimbursement agreement be established in accordance with City Municipal Code section 13.08 for a storm water drainage basin. Fixed reimbursement costs, to be applied in the form of impact fee credits, for the acquisition and construction of the storm drainage basin identified herein, shall be per the City of Hanford’s Municipal Code and adopted Development Impact Fee Study dated September 2019.
Reimbursement credits shall be based on the current City Master Fee Schedule in effect at the time of improvement installation and operational acceptance.
6. That developer is required to comply with the State of California Water Resources Control Board requirements specifically related to the National Pollution Elimination System Permit process and in conformance with the City of Hanford’s MS4 Permit.
Water System Requirements:
1. That the developer’s engineer provide a Water System Master Plan complete with calculations for the entire subdivision for City review and approval prior to recording a subdivision final map for the first phase of development. Consideration shall be given for future areas of development located adjacent to proposed subdivision, as shown on the city Water Master Plan.
2. That all water system installation shall be per the City of Hanford Standards and Specifications and the approved Water System Master Plan submitted to the City of Hanford for approval.
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3. Oversizing improvements may qualify for reimbursement, in the form of impact fee credits, in accordance with Hanford Municipal Code (HMC) Section 13.08, or revisions thereof. That a reimbursement agreement be established in accordance with HMC Section 13.08 for water system main oversizing improvements. Fixed reimbursement costs, to be applied in the form of impact fee credits, for oversizing improvements as identified herein, shall be per the HMC and adopted Development Impact Fee Study dated September 2019. Reimbursement credits shall be based on the current City Master Fee Schedule in effect at the time of improvement installation and operational acceptance.
Special Requirements:
1. That a right-to-farm provision be recorded with the recording of the final subdivision map to ensure that future residents of the homes in the subdivision are aware of the adjacent agricultural uses and their right to continue to operate.
2. That each lot owner within Tract No. 952 shall care for and maintain the trees and lawn area located in the parkway in front of their lot(s) as described in the Hanford Municipal Code §
12.12.300 Property owner maintenance—Responsibility and duty to public.
3. That the "NOTICE, DISCLOSURE, ACKNOWLEDGMENT AND AGREEMENT OF
CONTINUED CARE AND MAINTENANCE BY LOT OWNER OF THE TREES AND LAWN AREA PLANTED IN THE PARKWAY" be recorded concurrent with the recording of the subdivision final map to insure that future residents of homes in the subdivision are aware of the obligation to maintain the landscaping within the park strip in conformance with the Hanford Municipal Code as described in this section. Each lot owner is to be provided a copy of said Notice, Disclosure, Acknowledgement, and Agreement, attached as an Exhibit B.
Impact Fees:
Fees due at time of building permit:
1. That development is subject to a Police Development Impact Fee as required by City Ordinance No. 98-14, and any revisions thereof.
2. That development is subject to a Fire Development Impact Fee as required by City Ordinance No. 98-14, and any revisions thereof.
3. That development is subject to a Park Development Impact Fee as required by City Ordinance No. 90-10 and any revisions thereof.
4. That development is subject to a Transportation Impact Fee as required by City Ordinance No. 90-09 and any revisions thereof.
5. That the development is subject to a Wastewater System Development Impact fee as required by City Ordinance No. 98-14, and any revisions thereof.
6. That development is subject to a Water System Development Impact Fee as required by City Ordinance No. 98-14 or any revisions thereof.
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7. That development is subject to a Refuse and Recycling Development Impact Fee as required by City Ordinance No. 05-16 or any revisions thereof.
Fees due prior to recording a final map:
1. That development is subject to a Sanitary Sewer Area of Benefit assessment fee (12th Ave Area of Benefit District, 11 ½ Ave to 13th Ave) in accordance with City Ordinance No. 92-03 and any revisions thereof.
2. That development is subject to a Storm Drainage Development Impact fee, as required by City Ordinance No. 98-14, and any revisions thereof.
General Comments:
1. Applicable monuments will be set per city standard GE-14 and GE-17.
3. A minimum of 6’ Public Utility Easements will be required across all lot frontages of Tract 952.
4. All internal residential streets are to be dedicated in fee to the City.
5. A Kings County encroachment permit will be required for any ROW work in the Kings County ROW (permit required upon city encroachment issuance).
PARCEL 2 PM 5-31, K.C.R.
LACEY BOULEVARD 12 1/2 AVENUE
ANNEXATION
TRACT 772
LSP 19-72, K.C.R.
PARCEL 3 PM 5-31, K.C.R. PARCEL 1 PM 5-31, K.C.R.
NORTH MAGNA CARTA AVENUE
PARCEL 4 PM 5-31, K.C.R. PARCEL A PM 20-92, K.C.R.
DESIGNATED REMAINDER PM 20-92, K.C.R.
CITY OF HANFORD
N
N
DRAFT 3-27-2026
ANNEXATION NO.______________
Annexation to the City of Hanford
Geographic Description
Being a portion of the East half of the Northeast quarter of the Northwest quarter of Section 34, Township 18 South, Range 21 East, Mount Diablo Base and Meridian, County of Kings, State of California, more particularly described as follows:
COMMENCING at the North quarter corner of said Section 34; Thence along the north line of said Northwest quarter of Section 34, said north line also being the existing boundary of the City of Hanford, North 89°36'10" West, a distance of 20.00 feet, more or less, to an angle in point in said existing boundary of the City of Hanford and the TRUE POINT OF BEGINNING; thence, Thence along the existing boundary of said City of Hanford, the following four (4) courses, labeled C1 through C4:
C1) South 0°30'41” West, a distance of 969.51 feet, more or less; thence, C2) North 89°32'24” West, a distance of 351.00 feet, more or less; thence, C3) South 0°30'41” West, a distance of 353.80 feet, more or less to the south line of the Northeast quarter of the Northwest quarter of said Section 34; thence, C4) along said south line, North 89°32'24” West, a distance of 295.09 feet, more or less, to the west line of the East half of said Northeast quarter of the Northwest quarter of said Section 34; thence,
C5) leaving the said existing boundary of the City of Hanford, along said west line, North 0°30'29” East, a distance of 1,322.60 feet, more or less, to the north line of said Northeast quarter of said Section 34, and a point on the existing boundary of said City of Hanford; thence, C6) along said north line and said existing boundary of the City of Hanford, South 89°36'10” East, a distance of 646.16 feet, more or less, to the TRUE POINT OF BEGINNING.
Containing 16.77 acres, more or less.
DRAFT 3-27-2026
Parcel Name: ANNEXATION
North:2,003,255.779' East:6,360,764.503'
C1 Course: S0°30'41”W Length: 969.51'
North: 2,002,286.307' East: 6,360,755.850'
C2 Course: N89°32'24”W Length: 351.00'
North: 2,002,289.125' East: 6,360,404.862'
C3 Course: S0°30'41”W Length: 353.80'
North: 2,001,935.339' East: 6,360,401.704'
C4 Course: N89°32'24”W Length: 295.09'
North: 2,001,937.708' East: 6,360,106.623'
C5 Course: N0°30'29”E Length: 1,322.60'
North: 2,003,260.256' East: 6,360,118.351'
C6 Course: S89°36'10”E Length: 646.16'
North: 2,003,255.777' East: 6,360,764.495'
Perimeter: 3,938.16' Area: 730,610.45Sq.Ft.
Error Closure: 0.008 Course: S76°43'04”W
Error North : -0.0019 East: -0.0080
Precision 1: 492,270.00
OUTLOT C 70 63 64 65 66 67 68 69 61 62
3 2 1
4 12 11
7 16 15 13 17 14 10 OUTLOT B 19 20 21 22 29 28 27 26 25 24 39 31 38 37 36 35 42 34 41 33 40 32 44 43 454647 57 56555453 60 52 5958 51504948 D.N. 2601378, O.R.K.C. APN: 011-010-053 JOHN T & CAROLYN MARTIN DF TRUST 10124 12 1/2 AVENUE, HANFORD, CA 93230 D.N. 1020259, O.R.K.C. APN: 011-010-007 MARC JAMES WEBER 10150 12 1/2 AVENUE, HANFORD, CA 93230 D.N. 2307016, O.R.K.C. APN: 011-010-008 LUCY HIKALEA 10156 12 1/2 AVENUE, HANFORD, CA 93230 D.N. 2111560, O.R.K.C. APN: 011-010-009
PARCEL A
20 PM 92
APN: 011-020-056
DESIGNATED REMAINDER
20 PM 92
APN: 011-020-057
D.N. 0729559, O.R.K.C.
APN: 011-020-041
D.N. 1211559, O.R.K.C.
APN: 011-010-002 19 LSP 72 D.N. 0729559, O.R.K.C. APN: 009-050-026 D.N. 2601378, O.R.K.C. APN: 011-010-053
LEXINGTON STREET STEPHANIE STREET
BONADELLE AVENUE LACEY BOULEVARD
AQUIFER DRIVE (12 1/2 AVENUE) N. MAGNA CARTA AVENUE
9 8
6 5 18 23 30 OUTLOT A 74 73 72 71
BONADELLE AVENUE HERITAGE STREET FOUNDERS STREET LACEY BOULEVARD HWY 198
AQUIFER DRIVE
(12 1/2 AVENUE)
13TH AVENUE
CENTENNIAL DRIVE
12TH AVENUE MALL DRIVE FREEDOM STREET CHARLIE CHAMBERS DRIVE
CONSTITUTION AVENUE
GLENDALE AVENUE
13TH ROAD
AQUIFER DRIVE
Ó SHEET 1 OF 1
N
N
N MAGNA CARTA
Local Agency Formation Commission of Kings County of Kings City and Community District Municipal Service Reviews
April 2025
2007 MSR – Updated 2025 Page 44
Figure 4.1: City of Hanford Boundaries (April 2025)
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PLAN FOR SERVICES - STORM DRAIN
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PLAN FOR SERVICES - WATER
Written Plan for Services – Associated with Development of VTSM 952 Sewer Improvements
The developer’s engineer will provide a sanitary sewer master plan, complete with calculations for the entire subdivision prior to recording a subdivision final map for the first phase of development.
Consideration shall be given for future areas of development locate adjacent to the proposed subdivision, per the City’s Sanitary Sewer Master Plan.
The sanitary sewer system installation is required to be per the City of Hanford Standards and Specifications and the approved Sanitary Sewer Master Plan.
The sanitary sewer design shall be designed accordingly to be served by both Lacey Boulevard and Aquifer Drive extension.
As a requirement of development, the developer shall construct a manhole in Aquifer Drive in conformance with the City’s standard manhole detail at the south boundary of APN: 011-010-009, incorporating the existing ten inch (10”) SDR-35 sanitary sewer main previously extended to this location by others. The developer shall then extend a minimum of a ten-inch (10”) SDR-35 sanitary sewer main to the north boundary of APN: 011-010-007 and construct a manhole in conformance with the City’s standard manhole detail. An eight-inch (8’) pipe stubbed from the north of the manhole shall be provided and a cap installed.
In the event that the ten inch sanitary sewer main has not yet been extended by others to the south boundary of APN: 011-010-009, the developer shall construct a drop manhole at the north boundary of Tract 915-1 in conformance with the City’s drop manhole detail, raising the elevation of, and installing a continuation of the ten inch (10”) SDR-35 sanitary sewer main to the south boundary of APN: 011-010-009.
A reimbursement agreement shall be established in accordance with City Municipal Code Section
13.08 for sanitary sewer main oversizing improvements constructed within Aquifer Drive. Fixed reimbursement costs, to be applied in the form of impact fee credits, for the sanitary sewer main oversizing improvements identified in the conditions of approval, shall be per the City of Hanford’s Municipal Code and adopted Development Impact Fee Study dated September 2019.
Reimbursement credits shall be based on the current City Master Fee Schedule in effect at the time of improvement installation and operational acceptance.
Storm Drainage Improvements
The developer’s engineer will provide a storm drainage master plan, complete with calculations for the entire subdivision prior to recording a subdivision final map for the first phase of development.
The subdivision master storm drainage plan shall conform to the City of Hanford’s “Storm Drainage Design Criteria” standards.
As part of the required storm drainage master plan, as identified above, the developer shall determine whether the existing Storm Drainage Basin 55, as identified in the City’s Storm Drainage System Master Plan, currently has capacity for the Bonadelle Subdivision storm runoff. In the event
that the current capacity is insufficient, the developer shall design and excavate the existing basin to the required capacity needs.
As a requirement of development, the developer shall construct an extension of the thirty-six inch (36”) storm drain piping in Aquifer Drive beginning at the south boundary of APN: 011-010-009 and connecting to piping installed by others. The piping shall be extended to the north to a minimum distance of Founders Street alignment. Consideration shall be given for future areas of development located adjacent to proposed subdivision. The 36” pipe size may be reduced given supporting storm drainage calculations and/or if further reduction changes are provided by the City’s master plan update.
The developer shall construct an eighteen-inch (18”) storm drain piping extension from the east boundary of Street “B” as identified on the tentative subdivision map, to the west boundary of Street “B”. The piping shall connect to a portion of storm drain piping installed by others from the east boundary of Street “B” to Aquifer Drive. A cap shall be installed on the piping at the west boundary of Street “B” for future connection by others.
A reimbursement agreement shall be established in accordance with City Municipal Code section
13.08 for a storm water drainage basin. Fixed reimbursement costs, to be applied in the form of impact fee credits, for the acquisition and construction of the storm drainage basin identified in the conditions of approval, shall be per the City of Hanford’s Municipal Code and adopted Development Impact Fee Study dated September 2019. Reimbursement credits shall be based on the current City Master Fee Schedule in effect at the time of improvement installation and operational acceptance.
The developer is required to comply with the State of California Water Resources Control Board requirements, specifically related to the National Pollution Elimination System Permit process and in conformance with the City of Hanford’s MS4 Permit.
Water System
The developer’s engineer will provide a water system master plan, complete with calculations for the entire subdivision, for City review and approval prior to recording a subdivision final map for the first phase of development. Provisions will be made for service to future areas of development located adjacent to the subdivision, as shown in the City’s Water Master Plan.
All water system installation shall be per the City of Hanford Standards and Specifications and the approved Water System Master Plan submitted to the City of Hanford for approval.
Oversizing improvements may qualify for reimbursement, in the form of impact fee credits, in accordance with Hanford Municipal Code (HMC) Section 13.08, or revisions thereof. That a reimbursement agreement be established in accordance with HMC Section 13.08 for water system main oversizing improvements. Fixed reimbursement costs, to be applied in the form of impact fee credits, for oversizing improvements as identified herein, shall be per the HMC and adopted Development Impact Fee Study dated September 2019. Reimbursement credits shall be based on the current City Master Fee Schedule in effect at the time of improvement installation and operational acceptance.
Fire and Police
Fire and police services are adequate to service the area to be annexed. Impacts to fire and police services will be mitigated through payment of impact fees.
School
The proposed Project is within the Hanford Elementary School District (HESD) and the Hanford Joint Union High School District (HJUHSD) and residents of the proposed Project are within the Simas Elementary, Woodrow Wilson Junior High and Sierra Pacific High School.
According to the AUESD, HESD, and HJUHSD Development Fee Justification Study, the residential student generation rates are as follows:
- HESD – Grades TK-8 Total: 0.406
- HJUHSD – Grades 9-12: 0.180
Since the proposed Project includes the addition of 78 single-family homes, the number of TK-8 grade students will increase by approximately 32 while the number of 9-12 grade students will increase by approximately 14, for a total of 46 students. The proposed Project site is located within the City’s Sphere of Influence and is designated and zoned for residential development. Growth associated with the Project has been planned and expected. In addition to the goals and policies of the City’s General Plan, future development is required to pay development impact fees to the school districts at the time of building
permit issuance.
The City’s role in development and managing school sites and programs is limited. The various school districts truly govern where a new school site would be located and when it would be necessary to construct or expand facilities, in order to adequately accommodate population growth.
Elected governing school boards are responsible for budgeting and decision-making and the State Department of Education establishes school site and construction standards. The General Plan provides policy which focuses on collaboration with school districts in determining new school locations and utilizing school facilities for general public needs. School districts would be able to utilize the General Plan, along with other plans, standards, and codes, to establish new school sites and to make decisions on school amenities and cohesiveness with the surrounding area.
27 13 04 28 21 19 23 22 38 12 11 0506 20 07 08 09 10 1516 18 2425 36 31 +38" 40TYP. 03 1'-3" 1'-3" 17 ENTRY 9' CLG. VINYL PLANK GREAT ROOM 9' CLG. VINYL PLANK DINING 9' CLG. VINYL PLANK GARAGE 9' CLG. CONC. PATIO 9' CLG. CONC. MASTER BEDROOM 9' CLG. CARPET MASTER BATH 9' CLG. VINYL PLANK BEDROOM 3 / DEN OPT. 9' CLG. CARPET LAUNDRY 9' CLG. VINYL PLANK BEDROOM 2 9' CLG. CARPET HALL 9' CLG. CARPET KITCHEN 9' CLG. VINYL PLANK BATH 2 9' CLG. VINYL PLANK MASTER CLOSET 9' CLG. CARPET LINEN
60'-0"
6'-0" 2'-0" 20'-2" 11'-4" 5'-4" 3'-6" 11'-8"
5'-0"
CL 5'-10"CL 2'-6" 2'-0"CL CL 1'-0" 12'-6" 12'-7" 8'-11" 35'-0" 5'-10" 5'-11" 2'-8"
CL CL
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1'-0" 5'-0" 13'-6" 8" 27'-2" 8" 6'-0" 2'-2"
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5'-6" 7'-0" 12'-4" 2'-10"
CL CL CL CL 10" 16'-0" 1'-8" 2'-10"
2'-10"
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1 2
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3'-2" 8" 3'-0" 3'-0" 4'-11
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1'-3" 1'-3"
1'-4" 01 02 07 08 09 5'-2" 4'-0"
3'-5" 3'-3"6'-9" 17 17 23 23 23 23 23 36 37 40TYP.
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5'-8" 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 # 1425 09/05/2025 PLAN 1425
"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 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. 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 SEER2 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" 16'-0" x 7'-0" 5'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR 101112131415 I 2'-8" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE SINGLE 2'-6" x 6'-8" SINGLE FRENCH 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 SLIDER 5'-0" x 5'-6" 4'-0" x 2'-0" SINGLE HUNG 8'-0" x 5'-0" SLIDER 4'-0" x 4'-6" FIXED SINGLE 2'-4" x 6'-8" SINGLE SLIDER SLIDER 2'-0" x 4'-0" XOX 3'-0" x 5'-0" SINGLE HUNG 5'-0" x 5'-0" SLIDER 8'-0" x 5'-0" SLIDER XOX 8'-0" x 5'-0" SLIDER XOX 3'-0" x 5'-6" SINGLE HUNG 2'-8" x 6'-8" SINGLE 5'-0" x 6'-8" BI-PASS 2'-6" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 8'-0" TEMP. 2'-6" x 6'-8" 5'-0" x 6'-8" BI-PASS TEMP. DEN OPTION SCALE: 1/4" = 1'-0"
27 13 04 28 21 19 23 22 38 12 11 0506 20 07 08 09 10 1516 18 2425 36 31 +38" 40TYP. 03 1'-3" 1'-3" 17 ENTRY 9' CLG. VINYL PLANK GREAT ROOM 9' CLG. VINYL PLANK DINING 9' CLG. VINYL PLANK GARAGE 9' CLG. CONC. PATIO 9' CLG. CONC. MASTER BEDROOM 9' CLG. CARPET MASTER BATH 9' CLG. VINYL PLANK BEDROOM 3 / DEN OPT. 9' CLG. CARPET LAUNDRY 9' CLG. VINYL PLANK BEDROOM 2 9' CLG. CARPET HALL 9' CLG. CARPET KITCHEN 9' CLG. VINYL PLANK BATH 2 9' CLG. VINYL PLANK MASTER CLOSET 9' CLG. CARPET LINEN
60'-0"
6'-0" 2'-0" 20'-2" 11'-4" 5'-4" 3'-6" 11'-8"
5'-0"
CL 5'-10"CL 2'-6" 2'-0"CL CL 1'-0" 12'-6" 12'-7" 8'-11" 35'-0" 5'-10" 5'-11" 2'-8"
CL CL
CL
1'-0" 5'-0" 13'-6" 8" 27'-2" 8" 6'-0" 2'-2"
CL
5'-6" 7'-0" 12'-4" 2'-10"
CL CL CL CL 10" 16'-0" 1'-8" 2'-10"
2'-10"
CL
1'-11"
CL 3" 3'-7"
4"
3'-0" 1'-8"
CL
7'-4"
3'-6"
CL 2'-4" 7'-4" 1'-0"
1'-0" 2'-4" 7'-2" 3'-3"
CL
4'-2" 2'-7"
CL 1'-5" 2'-0
1 2
" 4"
3'-2" 8" 3'-0" 3'-0" 4'-11
1 2
"
1'-3" 1'-3"
1'-4" 01 02 07 08 09 5'-2" 4'-0"
3'-5" 3'-3"6'-9" 17 17 23 23 23 23 23 36 37 40TYP.
B
CD
F
E
G
H 02 03 04 05 09 11 12 13 14 15 08 10 06
I 07
J
K PORCH 9' CLG. CONC.
4" 5'-11 2'-0" 1
2 1'-4" 3'-3"
"
5'-4" 1'-4" 6'-0
1 2
" 2'-0
1 2
"
CL
CL
1'-0" 11" 3'-2
1 2
" 7'-8"
1'-2" 21 23 23 01
A
AA3.1
CA3.1
BA3.1 DEN 9' CLG. CARPET 23
A
4"
5'-8" 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 # 1425 09/05/2025 PLAN 1425
"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 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. 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 SEER2 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" 16'-0" x 7'-0" 5'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR 101112131415 I 2'-8" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE SINGLE 2'-6" x 6'-8" SINGLE FRENCH 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 SLIDER 5'-0" x 5'-6" 4'-0" x 2'-0" SINGLE HUNG 8'-0" x 5'-0" SLIDER 4'-0" x 4'-6" FIXED SINGLE 2'-4" x 6'-8" SINGLE SLIDER SLIDER 2'-0" x 4'-0" XOX 3'-0" x 5'-0" SINGLE HUNG 5'-0" x 5'-0" SLIDER 8'-0" x 5'-0" SLIDER XOX 8'-0" x 5'-0" SLIDER XOX 3'-0" x 5'-6" SINGLE HUNG 2'-8" x 6'-8" SINGLE 5'-0" x 6'-8" BI-PASS 2'-6" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 8'-0" TEMP. 2'-6" x 6'-8" 5'-0" x 6'-8" BI-PASS TEMP. DEN OPTION SCALE: 1/4" = 1'-0"
27 13 04 28 21 19 23 22 38 12 11 0506 20 07 08 09 10 1516 18 2425 36 31 +38" 40TYP. 03 1'-3" 1'-3" 17 ENTRY 9' CLG. VINYL PLANK GREAT ROOM 9' CLG. VINYL PLANK DINING 9' CLG. VINYL PLANK GARAGE 9' CLG. CONC. PATIO 9' CLG. CONC. MASTER BEDROOM 9' CLG. CARPET MASTER BATH 9' CLG. VINYL PLANK BEDROOM 3 / DEN OPT. 9' CLG. CARPET LAUNDRY 9' CLG. VINYL PLANK BEDROOM 2 9' CLG. CARPET HALL 9' CLG. CARPET KITCHEN 9' CLG. VINYL PLANK BATH 2 9' CLG. VINYL PLANK MASTER CLOSET 9' CLG. CARPET LINEN
60'-0"
6'-0" 2'-0" 20'-2" 11'-4" 5'-4" 3'-6" 11'-8"
5'-0"
CL 5'-10"CL 2'-6" 2'-0"CL CL 1'-0" 12'-6" 12'-7" 8'-11" 35'-0" 5'-10" 5'-11" 2'-8"
CL CL
CL
1'-0" 5'-0" 13'-6" 8" 27'-2" 8" 6'-0" 2'-2"
CL
5'-6" 7'-0" 12'-4" 2'-10"
CL CL CL CL 10" 16'-0" 1'-8" 2'-10"
2'-10"
CL
1'-11"
CL 3" 3'-7"
4"
3'-0" 1'-8"
CL
7'-4"
3'-6"
CL 2'-4" 7'-4" 1'-0"
1'-0" 2'-4" 7'-2" 3'-3"
CL
4'-2" 2'-7"
CL 1'-5" 2'-0
1 2
" 4"
3'-2" 8" 3'-0" 3'-0" 4'-11
1 2
"
1'-3" 1'-3"
1'-4" 01 02 07 08 09 5'-2" 4'-0"
3'-5" 3'-3"6'-9" 17 17 23 23 23 23 23 36 37 40TYP.
B
CD
F
E
G
H 02 03 04 05 09 11 12 13 14 15 08 10 06
I 07
J
K PORCH 9' CLG. CONC.
4" 3'-11 10'-1" 2'-0" 1
2 5 " 1
2 "
5'-2
1 2
" 5
1 2
" 6'-0
1 2
" 2'-0
1 2
"
CL
CL 21 23 2301
A
AA3.1
CA3.1
BA3.1 DEN 9' CLG. CARPET 23
A
4"
5'-8" 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 # 1425 09/05/2025 PLAN 1425
"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 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. 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 SEER2 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" 16'-0" x 7'-0" 5'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR 101112131415 I 2'-8" x 6'-8" SINGLE 2'-6" x 6'-8" SINGLE SINGLE 2'-6" x 6'-8" SINGLE FRENCH 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 SLIDER 5'-0" x 5'-6" 4'-0" x 2'-0" SINGLE HUNG 8'-0" x 5'-0" SLIDER 4'-0" x 4'-6" FIXED SINGLE 2'-4" x 6'-8" SINGLE SLIDER SLIDER 2'-0" x 4'-0" XOX 3'-0" x 5'-0" SINGLE HUNG 5'-0" x 5'-0" SLIDER 8'-0" x 5'-0" SLIDER XOX 8'-0" x 5'-0" SLIDER XOX 3'-0" x 5'-6" SINGLE HUNG 2'-8" x 6'-8" SINGLE 5'-0" x 6'-8" BI-PASS 2'-6" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 8'-0" TEMP. 2'-6" x 6'-8" 5'-0" x 6'-8" BI-PASS TEMP. DEN OPTION SCALE: 1/4" = 1'-0"
FRONT ELEVATION
LEFT ELEVATION
REAR ELEVATION
RIGHT ELEVATION
14 01
01 01
01 TYP.
02 TYP.
02 TYP.
02 TYP.
02 04
04 05
05 04
05 06
06 06
07 07
07 08
10 TYP.
10 TYP.
10 TYP.
12 12
14 14
14 FASCIA: 512"
RAKE O.H.: 6"
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+17'-4" T.O. RIDGE
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+17'-4" T.O. RIDGE
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+17'-4" T.O. RIDGE
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+17'-4" T.O. RIDGE
08 07
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 #
1425
09/05/2025PLAN 1425 "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, WRAP TOP AND BOTTOM.
12. FOAM TRIM w/ STUCCO FINISH, EXTEND 3” PAST OPENINGS
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)..
FASCIA: 512" EAVE O.H.: 1'-0"
01 TYP.
02 04
06 12
12 14
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+17'-4" T.O. RIDGE
FRONT ELEVATION
LEFT ELEVATION
REAR ELEVATION
RIGHT ELEVATION
07 09
14 01
TYP.
02 04
12 07
10 TYP.
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+17'-4" T.O. RIDGE
08 09
01 TYP.
02 07
10 TYP. 14
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+17'-4" T.O. RIDGE
01 TYP.
02 04
07 08
10 TYP.
14 +9'-1" PLT. HT.
+0'-0" FIN. FLR.
+17'-4" T.O. RIDGE
09 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 #
1425
09/05/2025PLAN 1425 "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, WRAP TOP AND BOTTOM.
12. FOAM TRIM w/ STUCCO FINISH, EXTEND 3” PAST OPENINGS
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)..
FASCIA: 512" EAVE O.H.: 1'-0"
FASCIA: 512 FASCIA: 5 " 12"
FASCIA: 512"
01 TYP.
02 05
12 14
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+17'-4" T.O. RIDGE
FRONT ELEVATION
07 06
11 LEFT ELEVATION
REAR ELEVATION
RIGHT ELEVATION
01 TYP.
02 07
10 TYP. 14
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+17'-4" T.O. RIDGE
14 01
TYP.
02 05
11 07
10 TYP.
+9'-1" PLT. HT.
+0'-0" FIN. FLR.
+17'-4" T.O. RIDGE
08 06
01 TYP.
02 05
07 08
10 TYP.
14 +9'-1" PLT. HT.
+0'-0" FIN. FLR.
+17'-4" T.O. RIDGE
06 12
12 12
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 #
1425
09/05/2025PLAN 1425 "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, WRAP TOP AND BOTTOM.
12. FOAM TRIM w/ STUCCO FINISH, EXTEND 3” PAST OPENINGS
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)..
21'-9
1 2
" 13'-2
1 2
" 35'-0" 12'-9
1 2
" 9'-0"
66'-2"
13'-9" 6'-3
1 2
" 9'-8
1 2
" 1'-1
1 2
"
61'-2"
24'-3" 10'-10"
2'-3
1 2
" 15'-4" 11'-5
1 2 10"
"
4'-0" 20'-5
1 2
" 11'-1
1 2
" 2'-3
1 2
" 11'-1
1 2
" 17'-2"
2'-7
1 2
" 6'-0
1 2
" 5'-2
1 2
" 10" 1'-7" 6" 3'-0" 6'-0" 5'-8
1 2
" 7'-6" 2'-7
1 2
" 3'-0" 5'-6" 4'-5
1 2
"
5'-6
1 2
" 1'-3" 5'-9
1 2
"
5'-2" 11
1 2
" 5'-9
1 2
" 10'-8" 2'-9" 2'-9
1 2
" 5'-4" 3'-5
1 2
" 6'-7" 10'-7" 1'-0" 3'-0" 1'-10" 3'-0" 5'-2" 5'-5
1 2
" 3'-6" 3'-6" 3'-1
1 2
" 1'-0"
3'-0"
1'-0"
3'-9" 5'-0"
6'-7" 3'-6" 6'-6
1 2
" 3'-3
1 2
" 4'-11"
7'-3" 4'-5"
11'-5
1 2
"
2'-3
1 2
" 3'-8
1 2
" 1'-10
1 2
" 3'-4" 6'-9
1 2
" 1'-8
1 2
" 2'-3" 9" 8'-9
1 2
"
3'-5"
7'-5
1 2
"
5'-10" 1'-9
1 2
" 2'-3" 3'-7"
5'-11
1 2
"
2'-6" 2'-6" 2'-3
1 2 13'-3 " 1
2 "
41'-8
1 2
" 2'-9
1 2
" 6'-6"
4'-2"
5'-0" 4'-7"
8 1
2 "
1'-4" 9" GREAT ROOM 10' CLG. CARPET PATIO 10' CLG. CONC. KITCHEN 10' CLG. VINYL PLANK MASTER BEDROOM 9' CLG. CARPETBEDROOM 2 9' CLG. CARPET BEDROOM 3 9' CLG. CARPET BA. 2 9' CLG. VINYL PLANK M. BATH 9' CLG. VINYL PLANK DINING 10' CLG. CARPET 2-CAR GARAGE 9' CLG. CONC. W.I.C. BEDROOM 4 / DEN OPT. 10' CLG. CARPET ENTRY 10' CLG. VINYL PLANK LAU. 10' CLG. VINYL PLANK PORCH 10' CLG. CONC. @ +8' 19 16 01 15 08 17 32 21 2123 17 17 11 07 09 18 23 10 12 33 070709 08 34 17 0605 15 34 23 23 04 22 2425 20 28 29 37 02 03 29 16 23 13 35 27 33 33 01 02 08 C B L D A J E H I G K M 04 05 06 07 09 10 11 12 13 14 15 16 17 18 1'-11" 17 19
AA3.1
BA3.1
BA1.1
AA1.1
CA3.1 03 23 N 5'-7
1 2
" 4'-9
1 2
" 10" 4'-2" 1'-8" 8" 10'-5" 6'-8" 17'-11" 35'-0" 16'-0" 1'-3" N A 05 10'-5" 10"
13'-8
1 2
"
11'-5
1 2
"
2'-3" 3'-8" DEN OPT. 10' CLG. CARPET OPT. DUAL SINK 1'-8" 1'-8" 07 09 33 33 09 10 BA. 2 9' CLG. VINYL PLANK 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 # 1575 09/05/2025 PLAN 1575
"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 HEAT PUMP 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 2x6 PONY WALL. 30 WATERPROOF DECK COATING - HILLS BROS. CHEM. CO 'DESERT-CRETE', ICBO #4635 OR APPROVED EQUAL. INSTALL PER MFR RECOMMENDATIONS & ICBO REPORT. 31 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 32 PANTRY w/ (5) SHELVES 33 TOWEL RING @ 59" w/ BLOCKING 34 TOWEL BAR @ 51" w/ BLOCKING 35 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 36 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. 37 LINEN CABINET(14" DEEP LOWER / 12" DEEP UPPER) 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 0102030405060708091011 UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, & SELF-LATCHING. PROVIDE GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIR TIGHT SEAL SINGLE ENTRY DOOR SINGLE ALUM. SINGLE SINGLE DOUBLE SINGLE SINGLE SINGLE 3'-0" x 8'-0" 2'-8" x 6'-8" 16'-0" x 7'-0" 5'-0" x 6'-8" BI-PASS 2'-6" x 6'-8" 2'-6" x 6'-8" 4'-0" x 6'-8" 2'-4" x 6'-8" 2'-4" x 6'-8" 2'-6" x 6'-8" 12 4'-0" x 6'-8" BI-PASS 13 4'-0" x 6'-8" BI-PASS 14 3'-0" x 6'-8" SINGLE 15 2'-6" x 6'-8" SINGLE 16 2'-4" x 6'-8" SINGLE 17 2'-4" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE 18 3'-0" x 8'-0" FRENCH DOOR 0.32 0.23 TEMP. 19 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR 20 4'-8" x 6'-8" DOUBLE DEN OPTION WINDOW SCHEDULE SYMBOL 2'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS SINGLE HUNG 0.30 0.22 2'-0" x 3'-0" SINGLE HUNG 0.30 0.22 8'-0" x 5'-0" SLIDER 3'-0" x 5'-0" SINGLE HUNG 6'-0" x 5'-0" SLIDER NOT USED 4'-0" x 4'-6" SLIDER 2'-6" x 5'-0" SINGLE HUNG TEMP. TEMP. K 2'-6" x 5'-0" SINGLE HUNG 0.27 0.22 0.30 0.22 0.30 0.22 0.27 0.22 0.30 0.22 0.30 0.22 0.30 0.22 J I H G F E D C B A L 2'-6" x 5'-0" SINGLE HUNG 0.30 0.22 M 5'-0" x 5'-0" SLIDER 0.30 0.22 N 5'-0" x 5'-0" SLIDER 0.30 0.22 XOX SLIDER 4'-0" x 5'-0" SLIDER 0.30 0.22 8'-0" x 5'-0" XOX O 5'-0" x 5'-0" SLIDER 0.30 0.22 DEN OPTION SCALE: 1/4" = 1'-0" 2 SINK OPTION @ BATH 2 SCALE: 1/4" = 1'-0" B
A
21'-9
1 2
" 13'-2
1 2
" 35'-0" 12'-9
1 2
" 9'-0"
66'-2"
13'-9" 6'-3
1 2
" 9'-8
1 2
" 1'-1
1 2
"
61'-2"
24'-3" 10'-10"
2'-3
1 2
" 15'-4" 11'-5
1 2 10"
"
4'-0" 20'-5
1 2
" 11'-1
1 2
" 2'-3
1 2
" 11'-1
1 2
" 17'-2"
2'-7
1 2
" 6'-0
1 2
" 5'-2
1 2
" 10" 1'-7" 6" 3'-0" 6'-0" 5'-8
1 2
" 7'-6" 2'-7
1 2
" 3'-0" 5'-6" 4'-5
1 2
"
5'-6
1 2
" 1'-3" 5'-9
1 2
"
5'-2" 11
1 2
" 5'-9
1 2
" 10'-8" 2'-9" 2'-9
1 2
" 5'-4" 3'-5
1 2
" 6'-7" 10'-7" 1'-0" 3'-0" 1'-10" 3'-0" 5'-2" 5'-5
1 2
" 3'-6" 3'-6" 3'-1
1 2
" 1'-0"
3'-0"
1'-0"
3'-9" 5'-0"
6'-7" 3'-6" 6'-6
1 2
" 3'-3
1 2
" 4'-11"
7'-3" 4'-5"
11'-5
1 2
"
2'-3
1 2
" 3'-8
1 2
" 1'-10
1 2
" 3'-4" 6'-9
1 2
" 1'-8
1 2
" 2'-3" 9" 8'-9
1 2
"
3'-5"
7'-5
1 2
"
5'-10" 1'-9
1 2
" 2'-3" 3'-7"
5'-11
1 2
"
2'-6" 2'-6" 2'-3
1 2 13'-3 " 1
2 "
41'-8
1 2
" 2'-9
1 2
" 6'-6"
4'-2"
5'-0" 4'-7"
8 1
2 "
1'-4" 9" GREAT ROOM 10' CLG. CARPET PATIO 10' CLG. CONC. KITCHEN 10' CLG. VINYL PLANK MASTER BEDROOM 9' CLG. CARPETBEDROOM 2 9' CLG. CARPET BEDROOM 3 9' CLG. CARPET BA. 2 9' CLG. VINYL PLANK M. BATH 9' CLG. VINYL PLANK DINING 10' CLG. CARPET 2-CAR GARAGE 9' CLG. CONC. W.I.C. BEDROOM 4 / DEN OPT. 10' CLG. CARPET ENTRY 10' CLG. VINYL PLANK LAU. 10' CLG. VINYL PLANK PORCH 10' CLG. CONC. @ +8' 19 16 01 15 08 17 32 21 2123 17 17 11 07 09 18 23 10 12 33 070709 08 34 17 0605 15 34 23 23 04 22 2425 20 28 29 37 02 03 29 16 23 13 35 27 33 33 01 02 08 C B L D A J E H I G K M 04 05 06 07 09 10 11 12 13 14 15 16 17 18 1'-11" 17 19
AA3.1
BA3.1
BA1.1
AA1.1
CA3.1 5'-6
1 2
" 4'-10
1 2
" 9" 4'-3" 1'-9" 7" 10'-5" 6'-9" 17'-10" 35'-0" 16'-0" 1'-3" 03 23 O N A 05 10'-5" 10"
13'-8
1 2
"
11'-5
1 2
"
2'-3" 3'-8" DEN OPT. 10' CLG. CARPET 1'-8" 1'-8" 07 09 33 33 09 10 BA. 2 9' CLG. VINYL PLANK 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 # 1575 09/05/2025 PLAN 1575
"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 HEAT PUMP 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 2x6 PONY WALL. 30 WATERPROOF DECK COATING - HILLS BROS. CHEM. CO 'DESERT-CRETE', ICBO #4635 OR APPROVED EQUAL. INSTALL PER MFR RECOMMENDATIONS & ICBO REPORT. 31 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 32 PANTRY w/ (5) SHELVES 33 TOWEL RING @ 59" w/ BLOCKING 34 TOWEL BAR @ 51" w/ BLOCKING 35 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 36 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. 37 LINEN CABINET(14" DEEP LOWER / 12" DEEP UPPER) 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 0102030405060708091011 UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, & SELF-LATCHING. PROVIDE GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIR TIGHT SEAL SINGLE ENTRY DOOR SINGLE ALUM. SINGLE SINGLE DOUBLE SINGLE SINGLE SINGLE 3'-0" x 8'-0" 2'-8" x 6'-8" 16'-0" x 7'-0" 5'-0" x 6'-8" BI-PASS 2'-6" x 6'-8" 2'-6" x 6'-8" 4'-0" x 6'-8" 2'-4" x 6'-8" 2'-4" x 6'-8" 2'-6" x 6'-8" 12 4'-0" x 6'-8" BI-PASS 13 4'-0" x 6'-8" BI-PASS 14 3'-0" x 6'-8" SINGLE 15 2'-6" x 6'-8" SINGLE 16 2'-4" x 6'-8" SINGLE 17 2'-4" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE 18 3'-0" x 8'-0" FRENCH DOOR 0.32 0.23 TEMP. 19 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR 20 4'-8" x 6'-8" DOUBLE DEN OPTION WINDOW SCHEDULE SYMBOL 2'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS SINGLE HUNG 0.30 0.22 2'-0" x 3'-0" SINGLE HUNG 0.30 0.22 8'-0" x 5'-0" SLIDER 3'-0" x 5'-0" SINGLE HUNG 6'-0" x 5'-0" SLIDER NOT USED 4'-0" x 4'-6" SLIDER 2'-6" x 5'-0" SINGLE HUNG TEMP. TEMP. K 2'-6" x 5'-0" SINGLE HUNG 0.27 0.22 0.30 0.22 0.30 0.22 0.27 0.22 0.30 0.22 0.30 0.22 0.30 0.22 J I H G F E D C B A L 2'-6" x 5'-0" SINGLE HUNG 0.30 0.22 M 5'-0" x 5'-0" SLIDER 0.30 0.22 N 5'-0" x 5'-0" SLIDER 0.30 0.22 XOX SLIDER 4'-0" x 5'-0" SLIDER 0.30 0.22 8'-0" x 5'-0" XOX O 5'-0" x 5'-0" SLIDER 0.30 0.22 DEN OPTION SCALE: 1/4" = 1'-0" 2 SINK OPTION @ BATH 2 SCALE: 1/4" = 1'-0" B
A
21'-9
1 2
" 13'-2
1 2
" 35'-0" 12'-9
1 2
" 9'-0"
66'-2"
13'-9" 6'-3
1 2
" 9'-8
1 2
" 1'-1
1 2
"
61'-2"
24'-3" 10'-10"
2'-3
1 2
" 15'-4" 11'-5
1 2 10"
"
4'-0" 20'-5
1 2
" 11'-1
1 2
" 2'-3
1 2
" 11'-1
1 2
" 17'-2"
2'-7
1 2
" 6'-0
1 2
" 5'-2
1 2
" 10" 1'-7" 6" 3'-0" 6'-0" 5'-8
1 2
" 7'-6" 2'-7
1 2
" 3'-0" 5'-6" 4'-5
1 2
"
5'-6
1 2
" 1'-3" 5'-9
1 2
"
5'-2" 11
1 2
" 5'-9
1 2
" 10'-8" 2'-9" 2'-9
1 2
" 5'-4" 3'-5
1 2
" 6'-7" 10'-7" 1'-0" 3'-0" 1'-10" 3'-0" 5'-2" 5'-5
1 2
" 3'-6" 3'-6" 3'-1
1 2
" 1'-0"
3'-0"
1'-0"
3'-9" 5'-0"
6'-7" 3'-6" 6'-6
1 2
" 3'-3
1 2
" 4'-11"
7'-3" 4'-5"
11'-5
1 2
"
2'-3
1 2
" 3'-8
1 2
" 1'-10
1 2
" 3'-4" 6'-9
1 2
" 1'-8
1 2
" 2'-3" 9" 8'-9
1 2
"
3'-5"
7'-5
1 2
"
5'-10" 1'-9
1 2
" 2'-3" 3'-7"
5'-11
1 2
"
2'-6" 2'-6" 2'-3
1 2 13'-3 " 1
2 "
41'-8
1 2
" 2'-9
1 2
" 6'-6"
4'-2"
5'-0" 4'-7"
8 1
2 "
1'-4" 9" GREAT ROOM 10' CLG. CARPET PATIO 10' CLG. CONC. KITCHEN 10' CLG. VINYL PLANK MASTER BEDROOM 9' CLG. CARPETBEDROOM 2 9' CLG. CARPET BEDROOM 3 9' CLG. CARPET BA. 2 9' CLG. VINYL PLANK M. BATH 9' CLG. VINYL PLANK DINING 10' CLG. CARPET 2-CAR GARAGE 9' CLG. CONC. W.I.C. BEDROOM 4 / DEN OPT. 10' CLG. CARPET ENTRY 10' CLG. VINYL PLANK LAU. 10' CLG. VINYL PLANK PORCH 10' CLG. CONC. @ +8' 19 16 01 15 08 17 32 21 2123 17 17 11 07 09 18 23 10 12 33 070709 08 34 17 0605 15 34 23 23 04 22 2425 20 28 29 37 02 03 29 16 23 13 35 27 33 33 01 02 08 C B L D A J E H I G K M 04 05 06 07 09 10 11 12 13 14 15 16 17 18 1'-11" 17 19
AA3.1
BA3.1
BA1.1
AA1.1
CA3.1 03 O 3'-1" 7'-4" 4'-11" 1'-11" 6" 10'-5" 6'-10" 17'-9" 35'-0" 16'-0" 1'-3" N A 05 10'-5" 10"
13'-8
1 2
"
11'-5
1 2
"
2'-3" 3'-8" DEN OPT. 10' CLG. CARPET 1'-8" 1'-8" 07 09 33 33 09 10 BA. 2 9' CLG. VINYL PLANK 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 # 1575 09/05/2025 PLAN 1575
"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 HEAT PUMP 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 2x6 PONY WALL. 30 WATERPROOF DECK COATING - HILLS BROS. CHEM. CO 'DESERT-CRETE', ICBO #4635 OR APPROVED EQUAL. INSTALL PER MFR RECOMMENDATIONS & ICBO REPORT. 31 PROVIDE (1) LAYER 5/8" TYPE "X" GYP. BD. @ WALL & CEILING IN THE ENCLOSED USABLE SPACE UNDER STAIRS. 32 PANTRY w/ (5) SHELVES 33 TOWEL RING @ 59" w/ BLOCKING 34 TOWEL BAR @ 51" w/ BLOCKING 35 3" STEEL BOLLARD PROTECTIVE BARRIER PER CPC 507.13.1 36 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. 37 LINEN CABINET(14" DEEP LOWER / 12" DEEP UPPER) 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 0102030405060708091011 UVALUE SHGC 1-3 8" THK. SOLID CORE DOOR w/SELF CLOSURE, & SELF-LATCHING. PROVIDE GASKET OR WEATHERSTRIPPING TO PROVIDE A SUBSTANTIALLY AIR TIGHT SEAL SINGLE ENTRY DOOR SINGLE ALUM. SINGLE SINGLE DOUBLE SINGLE SINGLE SINGLE 3'-0" x 8'-0" 2'-8" x 6'-8" 16'-0" x 7'-0" 5'-0" x 6'-8" BI-PASS 2'-6" x 6'-8" 2'-6" x 6'-8" 4'-0" x 6'-8" 2'-4" x 6'-8" 2'-4" x 6'-8" 2'-6" x 6'-8" 12 4'-0" x 6'-8" BI-PASS 13 4'-0" x 6'-8" BI-PASS 14 3'-0" x 6'-8" SINGLE 15 2'-6" x 6'-8" SINGLE 16 2'-4" x 6'-8" SINGLE 17 2'-4" x 6'-8" SINGLE 2'-4" x 6'-8" SINGLE 18 3'-0" x 8'-0" FRENCH DOOR 0.32 0.23 TEMP. 19 3'-0" x 6'-8" METAL DOOR GARAGE MAN DOOR 20 4'-8" x 6'-8" DOUBLE DEN OPTION WINDOW SCHEDULE SYMBOL 2'-0" x 5'-0" DIMENSIONS TYPE UVALUE SHGC REMARKS SINGLE HUNG 0.30 0.22 2'-0" x 3'-0" SINGLE HUNG 0.30 0.22 8'-0" x 5'-0" SLIDER 3'-0" x 5'-0" SINGLE HUNG 6'-0" x 5'-0" SLIDER NOT USED 4'-0" x 4'-6" SLIDER 2'-6" x 5'-0" SINGLE HUNG TEMP. TEMP. K 2'-6" x 5'-0" SINGLE HUNG 0.27 0.22 0.30 0.22 0.30 0.22 0.27 0.22 0.30 0.22 0.30 0.22 0.30 0.22 J I H G F E D C B A L 2'-6" x 5'-0" SINGLE HUNG 0.30 0.22 M 5'-0" x 5'-0" SLIDER 0.30 0.22 N 5'-0" x 5'-0" SLIDER 0.30 0.22 XOX SLIDER 4'-0" x 5'-0" SLIDER 0.30 0.22 8'-0" x 5'-0" XOX O 5'-0" x 5'-0" SLIDER 0.30 0.22 DEN OPTION SCALE: 1/4" = 1'-0" 2 SINK OPTION @ BATH 2 SCALE: 1/4" = 1'-0" B
A
FRONT ELEVATION
LEFT ELEVATION
REAR ELEVATION
RIGHT ELEVATION
14 01
01 01
TYP.
02 TYP.
02 04
05 04
05 06
07 07
07 10
TYP.
13 14
14 FASCIA: 512"
FASCIA: 512" FASCIA: 512"
+10'-1" PLT. HT.
+0'-0" FIN. FLR.
+9'-1" PLT. HT.
12 08
06 +10'-1" PLT. HT.
+0'-0" FIN. FLR.
+9'-1" PLT. HT.
10 TYP.
TYP.
02 +10'-1" PLT. HT.
+0'-0" FIN. FLR.
+9'-1" PLT. HT.
+10'-1" PLT. HT.
+0'-0" FIN. FLR.
+9'-1" PLT. HT. +9'-1" PLT. HT.
08 14
01 TYP.
02 04
05 07
10 TYP.
06 +18'-4" RIDGE
+18'-4" RIDGE
+18'-4" RIDGE
+18'-4" RIDGE
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 #
1575
09/05/2025PLAN 1575 "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 TYP.
02 04
06 07
14 +10'-1" PLT. HT.
+0'-0" FIN. FLR.
+9'-1" PLT. HT.
12 09
12 14
01 TYP.
02 04
07 10
TYP.
08 +10'-1" PLT. HT.
+0'-0" FIN. FLR.
+9'-1" PLT. HT.
09 01
07 14
10 TYP.
TYP.
02 +10'-1" PLT. HT.
+0'-0" FIN. FLR.
+9'-1" PLT. HT.
+10'-1" PLT. HT.
+0'-0" FIN. FLR.
+9'-1" PLT. HT. +9'-1" PLT. HT.
08 14
01 TYP.
02 04
07 10
TYP.
09 +18'-4" RIDGE
+18'-4" RIDGE
+18'-4" RIDGE
+18'-4" RIDGE
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 #
1575
09/05/2025PLAN 1575 "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)..
01 TYP.
02 04
05 07
14 +10'-1" PLT. HT.
+0'-0" FIN. FLR.
+9'-1" PLT. HT.
12 12
FRONT ELEVATION
06 LEFT ELEVATION
+18'-4" RIDGE
14 01
TYP.
02 06
07 10
TYP.
08 +10'-1" PLT. HT.
+0'-0" FIN. FLR.
+9'-1" PLT. HT.
+18'-4" RIDGE
REAR ELEVATION
10 TYP.
TYP.
02 +10'-1" PLT. HT.
+0'-0" FIN. FLR.
+9'-1" PLT. HT.
+18'-4" RIDGE
01 07
14 RIGHT ELEVATION
+10'-1" PLT. HT.
+0'-0" FIN. FLR.
+9'-1" PLT. HT. +9'-1" PLT. HT.
08 14
01 TYP.
02 04
07 10
TYP.
+18'-4" RIDGE
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 #
1575
09/05/2025PLAN 1575 "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)..
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'-6"
1'-0" 4'-10" 1'-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" A1.1
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 # 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"