Agenda packet — Clovis City Council, March 18, 2024 (part 2 of 15)

C L!V-P1318-P2
PLAN 2741
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0" PLAN 2741C ADDENDA FLOOR PLANS UPPER FLOOR PLAN WALL LEGEND LOW WALL SOFFIT LIMITS 2 x 6 STUD WALL 2 x 4 STUD WALL SHELF ABOVE ARCHED SOFFIT LIMITS PROGRESSIVE NAPA FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 204 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1"
9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C.8'-0" HDR. 7'-0" HDR. 521 203 207 525 1X4 525 1X6 4" 6" 6" 4" 525 1X6 525 1X4 4" 4" 521 4" 4" 4" 4" 207 5251x6 4" 4" 521525 1X4 4" 6" 6" 4" 525 1X4 701 701 525 1X6 685 591 (2) 24X60 25D2 29D2 1D3 19D3 TYP. 28D3 TYP. TYP. 3D3 21 TYP. D3 TYP. 29D2 25D2 591 (2) 24X60 3D2 16D3 7'-6"
8'-0"
27'-2" 12
5 12 6.5 12 6.5 12 6.5 596 509 509 509 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G.
7'-0" HDR.
8'-0" HDR. 521 28D3 TYP. 3D2 TYP. 2 TYP. D3 19D3
3D2 TYP. T.G. T.G. T.G. T.G. 509 701 TYP. 321 509 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C.
7'-0" HDR. 521 28D3 TYP. T.G. 8'-0" HDR. 3D2TYP. 321 12 12 5 12
4 5 509 TYP. 509 TYP. T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. 201 521 28D3 TYP. 8'-0" 12 4 701 7'-0" HDR. 3D2 TYP.
1D3 321 509 TYP. 207 ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 521 1-COAT STUCCO - INSTALL PER MANUFACTURER'S LISTING - OMEGA DIAMOND WALL ONE COAT STUCCO ICC# ESR-1194 STUCCO TYPE 1 OR 11 PORTLAND CEMENT OVER 'STAR R GUARD' ESR - 1566 BY 'STAR R FOAM' - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION (SEE SHEET D2.0) 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 25/D2 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 685 STUCCO OVER DECORATIVE FOAM POT SHELF 701 G.I. FLASHING ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE 5:12 5:12 RIDGE 5:12
5:12
5:12
VALLEY VALLEY RIDGE 6. 6. 5:12 6. 1'-0" 1'-0" SCISSOR TRUSS FOR VOLUME CEILING 823 810 812 813 826 835 836 836 835 ROOF AREA: SQ. FT."B" 53 1 VENT ROOF AREA: SQ. FT."A" 1607 4 LOWER VENTS 4 UPPER VENTS 27D1 28D1 28D1 27D1 826 835 836 4:12 ROOF AREA: SQ. FT."C" 39 1 VENT 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 27D1 3D1 801 838 847 TYP PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER T.O.P. F.F./T.O.C. T.O.P. F.F. 9'-1" 8'-1" 22D3 2'-0" 12 6.5 509 TYP. T.O.P. F.F. T.O.P. F.F./T.O.C. 12 5 ROOF PLAN KEY NOTES Name NOTE 803 ROOFING - COMPOSITION - BY CERTAINTEED ROOFING ICC# ES ESR-3537 - IN STALL PER MANUFACTURE'S SPECIFICATIONS 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 823 MIN. 22"X30" CLEAR OPENING FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR HEAT PUMP SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES ROOF PLAN KEY NOTES T.O.P. 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C.8'-0" HDR. 7'-0" HDR. OPT. STONE AT PLAN C 551 525 4X2 3'-0" 3'-0" 23D3 29D3
5D2 12
5 12 6.5 12 6.5 596 509 509 A6.8
-A608 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CC-WHA CC 06-26-23-2023009 06-26-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C L!V-P1318-P2
PLAN 2741
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO FRONT SCALE: 1/4" = 1'-0" REAR LEFT RIGHT PLAN 2741C ELEVATIONS AND ROOF PLAN PARTIAL FRONT AT STONE OPT. PROGRESSIVE NAPA 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 1 D1.1 ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PROGRESSIVE NAPA PARTIAL LEFT AT OPT. STONE PARTIAL RIGHT AT OPT. STONE 205 FLOOR PLAN KEY NOTES Name NOTE 001 GALVANIZED STEEL PIPE BOLLARD W/ CONCRETE FILL ( SEE DETAIL 15/D5.1) 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE AND EXTENDED TO THE ROOF SHEATHING PER CRC SECTION R302.6. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANK LESS WATER HEATER. INSTALLATION PER MANUFACTURE'S INSTRUCTIONS 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 309 TEMPERATURE AND PRESSURE RELIEF VALVE: DISCHARGE LINE TO THE OUTSIDE PER CPC SECTION 608.5 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) IN ATTIC ON 6' X 12' PLATFORM 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 341 14"x8" MAKE-UP AIR VENT ABOVE DOOR (100 SQ IN MIN). UNDER-CUT THE DOOR 1 INCH 349 SLIDE-IN RANGE/ OVEN AND MICRO WITH VENT/ LIGHT COMBINATION 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 359 DISHWASHER 364 COOKTOP & EXHAUST HOOD WITH FAN LIGHT (EXHAUST VENT TO OUTSIDE) 372 WASHER SPACE WITH RECESSED WATER BOX AND DRAIN 373 DRYER SPACE 374 SHELF ABOVE - OPT. CABINETS (SEE INTERIOR ELEV.) 380 TUB/ SHOWER 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR (MIN. 22" WIDTH)/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - 60"X42" 387 SHOWER - HOT MOP - SIZE PER PLAN 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24"x30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CEnC 150.0(a)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2X PONY WALL - SIZE & HEIGHT PER PLAN 443 2X CRIPPLE WALL - SIZE PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1G/D5) 455 LINEN 457 LINEN (LOW ONLY) 458 LINEN (UPPER ONLY) 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 463 DOUBLE SHELF & POLE 464 WIRE SHELF/SHELVES 465 VANITY 508 WATERPROOF STUCCO SHELF - SLOPE 1/4" PER FOOT 401 8'-0" SOFFIT W/ 12" RADIUS AT CORNERS 2X4 LOW WALL BELOW VARIES
4" MIN. 7" MAX. VARIES
4" MIN. 7" MAX. LIVING 9'-0" CLG. HSDINING/ KITCHEN 9'-0" CLG. HS 1 CAR GARAGE 9'-0" CLG. CONC. HALL 9'-0" CLG. HS PWDR 9'-0" CLG. HS 2'-6" 31'-2" 10'-7" 3'-3" 8" 16'-4" 14'-2" 4'-10" 7'-11" 4'-11" 12'-10" 14'-4" 27'-2" 23'-8" 12'-4" 4'-0" 7'-3" 5'-6" 16'-9" 10'-5" 1'-2" 8'-0" 1'-3" 4'-512" 2'-8" 5'-6" 1'-712" 8" 5'-812" 2'-212" 3'-5" 2'-10" 212" 3'-0" 2'-412" 3'-4" 1'-912" 10'-812" 4" 3'-11" 2'-1" 002 006 364 351 459355 359 462 441 +42" 460 444 309 305 393 392 104 10'-1 1/2" x 20'-0" CLEAR SPACE 110 321 201 7'-6" 16'-2" 3'-9" 10'-7"
36'-0" 27'-2" 442 464 2468 2468 2468 26 SC 68 2668 SC
30 SC 80 8'-0" x 8'-0" SECT. GAR. DOOR 8080 TEMP. GL. SLIDER 2'-2" 004 1'-11" UP16R 1AD5 1GD5 1ED5 3050 SH
3050 SH 3050 SH
2'-0"2'-6" 212" AA1.3 AA1.3 B A1.3 B A1.3 005 004 003 1'-8" 2'-4" 2'-8" 4'-7" 8" 508 NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION SPN # . FLOOR AREA TABLE ATTACHMENT 14 206
9'-1" T.O.P. T.O.C.
8'-1" T.O.P. F.F. 7'-0" HDR.
8'-0" HDR.
8'-1" T.O.P.
23'-2" F.F. (MAX. ALLOWED 35'-0") T.O.P. 9'-1" 7'-0" HDR. 2'-0" SILL T.O.C. 5 12 5 12
(VERIFY) -2" -2" -2" -2" -2" 3D3 21D3 203 205 525 1x4 4" 1D3 19D3 525 1x3 25D3
5D4
4D2 25D2 602 1x4 602 1x4 650B 650B 602 1x425D2 516 22D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 2'-5"
2'-6"
4D2 762 -2" -2" 205 521 521 LINE OF CEILING BEYOND 508 9'-1" 9'-1" T.O.P. F.F. T.O.P. T.O.C.
8'-1" T.O.P. F.F. 7'-0" HDR. 8'-1" T.O.P. F.F. 7'-0" HDR. T.G. 8'-0" HDR. 5 12
5 12 T.G. T.G. 5 12
2D3
3D2 OPT. 525 321 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 1X3 525 OPT. 1X3 701 T.O.P. F.F. 9'-1" T.O.P. F.F. 8'-1" T.O.P. F.F.9'-1" T.O.P. F.F.8'-1" 8'-0" HDR.
7'-0" HDR. 7'-0" HDR. 5 12
5 12
2'-0" OPT. 525
3D2 25D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 1X3 525 1X3 525 T.O.P. T.O.C. 9'-1" T.O.P. F.F. 8'-1" 9'-1" T.O.P. F.F.8'-1" T.O.P. F.F.
5 12 12
5 OPT. 525 3D2 205525 1D3 25D3 1X3 511 201 1X3 525 1X3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 308 ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 321 AIR CONDITIONING CONDENSER LOCATION 508 WATERPROOF STUCCO SHELF - SLOPE 1/4" PER FOOT 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 516 DECORATIVE FOAM ACCENT - SEE DETAIL 22/D3 - ICC ESR 1566 521 STUCCO - OMEGA DIAMOND WALL ONE COAT STUCCO (R4) ICC# ESR-1194 STUCCO TYPE 1 OR 11 PORTLAND CEMENT OVER SRAT 'R' GUARD ESR-1566 BY 'START R FOAM'. 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 674 DECORATIVE METAL WINDOW SHADE 701 G.I. FLASHING 762 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2019 CBC 1405.13.2 NOTE: 2 LAYERS OF OF GRADE 'D' BUILDING PAPER IS REQUIRED TO BE INSTALLED OVER ROOF WOOD SHEATHING. 2019 CRC R703.63

RIDGE VALLEY RIDGE VALLEY RIDGE
5:12
5:12
5:12
5:12 5:12 5:12
5:12 ROOF AREA: ' ' SQ. FT.A 772 25D1 26D1 22D3 802 810 837 VALLEY
VALLEY ROOF AREA: ' ' SQ. FT.B 16 826 839 839 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT ROOF PLAN KEY NOTES Name NOTE 802 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. 839 MIN. 22"X30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.4 -A1.4 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -06-18-2020-2018077.07 06-18-20
NEW ELEV8IONS- PLAN 1212

CLOVIS, CALIFORNIA WILSON HOMES

C NEW ELEV8IONS 2018077.07 - P1212 (P2) FRONT SCALE: 1/4" = 1'-0" REAR LEFT RIGHT ELEVATION REFERENCE: A ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE ' S ' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 2X6 NONE TIGHT 1D1 ROOF PLAN NOTES CONTEMPORARY SPANISH 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH C.R.C. SECTION 324.3.1 THROUGH R324.7.2.7 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 GRADE AND SITE DRAINAGE. FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL PLAN 1212A EXTERIOR ELEVATIONS & ROOF PLAN 207 NOTE: SHADED WALLS INDICATE AREAS THAT ARE DIFFERENT THAN THE BASE FLOOR PLAN NOTE: REFER TO CIVIL AND LANDSCAPE DRAWINGS BY OTHERS FOR ALL DRIVEWAYS AND SIDEWALK LOCATIONS. REFER TO BASE PLAN SHEET FOR ADDITIONAL NOTES AND DIMENSIONS. ADDENDA FLOOR PLAN NOTES A1.1 FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 521 STUCCO - OMEGA DIAMOND WALL ONE COAT STUCCO (R4) ICC# ESR-1194 STUCCO TYPE 1 OR 11 PORTLAND CEMENT OVER SRAT 'R' GUARD ESR-1566 BY 'START R FOAM'. 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS" BY EL DORADO STONE PRODUCTS - TER# 1312-01 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 VARIES
4" MIN. 7" MAX. LIVING 9'-0" CLG. HSDINING/ KITCHEN 9'-0" CLG. HS 1 CAR GARAGE 9'-0" CLG. CONC. HALL 9'-0" CLG. HS PWDR 9'-0" CLG. HS 2468 10'-1 1/2" x 20'-0" CLEAR SPACE 2468 2468
26 SC 68 2668 SC 8'-0" x 8'-0" SECT. GAR. DOOR 8080 TEMP. GL. SLIDER UP 3050 SH 27'-2" 27'-2" 37'-6"
37'-6" 12'-10" 14'-4" 4'-10" 31'-2"
12'-4" 23'-8" 16'-9" 10'-5" 1'-2" 8'-0" 1'-3" 1'-6" 13'-6" 3'-3" 3'-7" 7'-10" 2'-1" 1'-6" 002 005 004 003 551 2'-1" 30 50 SH 60 50 SL 3080 S.C. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION SPN # . FLOOR AREA TABLE PLAN 1212B LOWER FLOOR PLAN 495 SQ. FT. UPPER FLOOR PLAN 732 SQ. FT. TOTAL 1227 SQ. FT. GARAGE 292 SQ. FT. 4068BI-PASS 4068BI-PASS BI-PASS 4068 WALK-IN 8'-0" CLG. CARPET SERV 7'-0" CLG. HS BATH 2 8'-0" CLG. HS HALL 8'-0" CLG. CARPET BDRM. 2 8'-0" CLG. CARPET BDRM. 3 8'-0" CLG. CARPET M.BATH 8'-0" CLG. CARPET DN16R HS C C HS 21068 PR. W/LOUVER VENTS 2668 2668
2668 2668
2468 2468
FX 2030
2030 SH
TEMP. GL. 2030 SH TEMP. GL. 2030 SH 2030 SH
3050 SH 3050 SH
2030SH
OPTIONAL 2030SHOPTIONAL HS C 27'-2" 16'-1
1 2
" 11'-0
1 2
" 27'-2" 16'-9" 10'-5" 12'-10" 3'-11" 7'-10" 2'-7"
36'-0" 31'-2" 4'-10"
36'-0" 23'-8" 12'-4" 2'-7" 8'-8" 1'-7" 1'-7"
1'-7" 2468 WALK-IN 8'-0" CLG. CARPET M. BDRM 8'-0" CLG. CARPET 40 50 SL FX 20 40 FX TEMP. GL. 40 50 SL 20 30
FX 20 50 521 650B BOT TOP A1.5
-A105 LOWER FLOOR PLAN DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS- PLAN 1212

CLOVIS, CALIFORNIA WILSON HOMES

R HIP HIP

VALLEY HIP HIP RIDGE VALLEY HIP HIP RIDGE HIP HIP
5:12
5:12
5:12
5:12 5:12 5:12 5:12
5:12 5:12
5:12 5:12 ROOF AREA: ' ' SQ. FT.A 772 810 837 ROOF AREA: ' ' SQ. FT.B 16 801 826 24D1 24D1 28D1 807 24D1 839 839 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 807 ROOFING - METAL BY CUSTOM BILT METALS - ASTM A792 810 LINE OF WALL BELOW 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"X30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.6 -A1.6 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -06-18-2020-2018077.07 06-18-20
NEW ELEV8IONS- PLAN 1212

CLOVIS, CALIFORNIA WILSON HOMES

C NEW ELEV8IONS 2018077.07 - P1212 (P2) ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'FLAT' TILE 1'-6" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 2x6 2x6 1'-0" 1D1 ROOF PLAN NOTES MODERN U.N.O. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH C.R.C. SECTION 324.3.1 THROUGH R324.7.2.7 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 GRADE AND SITE DRAINAGE. FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL PLAN 1212B EXTERIOR ELEVATIONS & ROOF PLAN 209 NOTE: SHADED WALLS INDICATE AREAS THAT ARE DIFFERENT THAN THE BASE FLOOR PLAN NOTE: REFER TO CIVIL AND LANDSCAPE DRAWINGS BY OTHERS FOR ALL DRIVEWAYS AND SIDEWALK LOCATIONS. REFER TO BASE PLAN SHEET FOR ADDITIONAL NOTES AND DIMENSIONS. ADDENDA FLOOR PLAN NOTES A1.1 FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 521 STUCCO - OMEGA DIAMOND WALL ONE COAT STUCCO (R4) ICC# ESR-1194 STUCCO TYPE 1 OR 11 PORTLAND CEMENT OVER SRAT 'R' GUARD ESR-1566 BY 'START R FOAM'. 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 VARIES
4" MIN. 7" MAX. LIVING 9'-0" CLG. HSDINING/ KITCHEN 9'-0" CLG. HS 1 CAR GARAGE 9'-0" CLG. CONC. HALL 9'-0" CLG. HS PWDR 9'-0" CLG. HS 2468 10'-1 1/2" x 20'-0" CLEAR SPACE 2468 2468
26 SC 68 2668 SC 8'-0" x 8'-0" SECT. GAR. DOOR 8080 TEMP. GL. SLIDER UP16R 3080 S.C. 27'-2" 27'-2" 36'-0"
36'-0" 12'-10" 14'-4" 4'-10" 31'-2"
12'-4" 23'-8" 16'-9" 10'-5" 1'-7" 2'-6" 6'-8" 6'-0" 8'-0" 1'-3" 1'-10" 12'-6" 1'-2" 002 005 004 003 20 50 SH 20 50 SH 26 50 SH 26 50 SH NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION SPN # . FLOOR AREA TABLE PLAN 1212C LOWER FLOOR PLAN 495 SQ. FT. UPPER FLOOR PLAN 745 SQ. FT. TOTAL 1240 SQ. FT. GARAGE 292 SQ. FT. 4068BI-PASS 4068BI-PASS BI-PASS 4068 WALK-IN 8'-0" CLG. CARPET SERV 7'-0" CLG. HS BATH 2 8'-0" CLG. HS HALL 8'-0" CLG. CARPET BDRM. 2 8'-0" CLG. CARPET BDRM. 3 8'-0" CLG. CARPET M.BATH 8'-0" CLG. CARPET DN16R HS C C HS 21068 PR. W/LOUVER VENTS 2668 2668
2668 2668
2468 2468
FX 2030
2030 SH
TEMP. GL. 2030 SH TEMP. GL. 2030 SH 2030 SH
3050 SH 3050 SH
2030SH
OPTIONAL 2030SHOPTIONAL HS C 27'-2" 16'-3
1 2
" 10'-10
1 2
" 27'-2" 16'-9" 10'-5" 13'-4" 3'-5" 8'-4" 2'-1"
37'-0" 32'-2" 4'-10"
37'-0" 23'-8" 12'-4" 1'-0"
2'-5" 10'-1"
2'-1" WALK-IN 8'-0" CLG. CARPET M. BDRM VOL. CLG. CARPET 3:12 3:12 30 50 SH 20 30 SH 30 50 SH
30 50 SH 6'-8" 6'-8"
1'-8" 6" WALL 521 650B BOT TOP A1.7
-A107 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS- PLAN 1212

CLOVIS, CALIFORNIA WILSON HOMES

RIDGE VALLEY HIP HIP RIDGE VALLEY HIP HIP RIDGE HIP HIP VALLEY RIDGE 5:12
5:12
5:12
5:12 5:12 5:125:12
5:12
5:12 5:12 ROOF AREA: ' ' SQ. FT.A 785 810 801 826
5:12 ROOF AREA: ' ' SQ. FT.B 16 24D1 28D1 24D1 30D1 839 839 837 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"X30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.8 -A1.8 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -06-18-2020-2018077.07 06-18-20
NEW ELEV8IONS- PLAN 1212

CLOVIS, CALIFORNIA WILSON HOMES

C NEW ELEV8IONS 2018077.07 - P1212 (P2) ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'FLAT' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 2X6 2X6 1 D1.1 ROOF PLAN NOTES PROGRESSIVE NAPA1'-0" 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH C.R.C. SECTION 324.3.1 THROUGH R324.7.2.7 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 GRADE AND SITE DRAINAGE. FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL PLAN 1212C EXTERIOR ELEVATIONS & ROOF PLAN 211 FLOOR PLAN KEY NOTES Name NOTE 001 CONCRETE SLAB (SEE STRUCTURAL DRAWINGS) 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 010 CONCRETE PATIO (BY OTHERS) 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE AND EXTENDED TO THE ROOF SHEATHING PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY HEATILATOR MODEL# ND4842 ANSI Z21.88-2002 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 334 4" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT TO OUTSIDE 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 342 RETURN AIR GRILL - SEE MECHANICAL 344 WHOLE HOUSE EXHAUST FAN PER 2010 CEC. REFER TO ATTACHED "SUMMARY OF THE 2019 ENERGY CODE ASHRAE 62.2 REQUIREMENTS" 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 357 UTILITY SINK 359 DISHWASHER - ENERGY STAR 364 COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT TO OUTSIDE). THE VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED., AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE MARKING LISTED ON THE UNIT. 2019 CMC 921.3.2 & 921.4.3 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR (MIN. 22" WIDTH)/ ENCLOSURE 383 TUB ACCESS PANEL 386 SHOWER - PREFABRICATED STALL - 36"X60"X76" MODEL 1603DTS - GELCOAT SURFACE - BY AQUATIC. (MIN. 1,024 S.I. FLOOR AREA) 390 SHOWER SEAT - SLOPE 1 4" MINIMUM TO DRAIN 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 412 OPEN TO ABOVE 413 OPEN TO BELOW 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CEnC 150.0(a)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE PER CENC 150.0(A)2 417 22"X30" 1-HOUR ATTIC ACCESS-DIMENSIONS CLEAR 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - HEIGHT PER ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2X PONY WALL - SIZE PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1G/D5) 445 +42" GUARD (SEE DETAIL 1F/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOE ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 454 DESK 455 LINEN 456 LINEN (UPPER & LOWER) 457 LINEN (LOW ONLY) 458 WIRE SHELF 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY VARIES
4" MIN. 7" MAX.

VARIES
4" MIN. 7" MAX. GARAGE 9'-0" CLG. CONC.KITCHEN 9'-0" CLG. H.S. DINING RM. 9'-0" CLG. H.S. LIVING RM. 9'-0" CLG. H.S. ENTRY 9'-0" CLG. H.S. COVERED ENTRY 9'-0" CLG. CONC. UP 16R PWDR. 9'-0" CLG. H.S.

VARIES
4" MIN. 7" MAX. 6080 TEMP. GL. SLIDER 27'-6" 14'-10" 12'-8" 2'-3" 5'-0" 5'-0" 2'-7" 6'-3" 6'-5" 43'-2" 18'-9" 4'-1" 20'-4" 16'-11" 3'-5" 2'-1
1 2
" 1'-11
1 2
"
2'-6" 31'-8" 9'-0" 26'-2" 5'-6" 2'-3" 9'-11" 8'-3" 5'-9" 6" 3'-6" 1'-6" 27'-6" 6'-4" 21'-2" 1'-6" 4'-2" 8" 2'-7" 16'-0" 2'-7" 4'-7 1 2
" 5'-9
1 2
" 3'-4" 7'-11
1 2
" 3'-0" 2'-9
1 2
" 6'-5" 3'-6" 3'-6" 3'-6" 8" 2'-10" 2'-10" 8" 1'-8
1 2
" 4'-1" 11'-3
1 2
" 1'-8" 4'-1
1 2
" 2'-0" 1'-11" 2'-2" 2 TR @ 10" EA. 1'-8" 4'-1" 6" 2'-5 1 2
" 5'-3
1 2
" 6'-3
1 2
" 459 460 359 355 364 351453 392 393 305 309 006 110 002 104 421 003 321 444410 102 005 101 004 451 201 A A1.3 A A1.3
BA1.3
BA1.3 4'-7
1 2
" 43'-2" 2'-0" 5
1 2
"1'-0
1 2
" 16'-0" x 8'-0" SECT. GAR. DOOR 401 7'-6" 30 SC 80 2668 SC 24 68 28 68
24 68 30 50 SH 60 50 FX 30 50 SH
30 50 SH 30 50 SH
TEMP. GL. 30 50 SH
20 40 SH
462 457 2'-0" 2'-6"
20'-3"x20'-0" CLEAR SPACE 410 20'-10" x 5'-0" & 7'-6" CONCRETE PORCH 010 8'-6" 8'-6" 428 428 NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1390A LOWER FLOOR 630 SQ. FT. UPPER FLOOR 791 SQ. FT. TOTAL 1422 SQ. FT. GARAGE 428 SQ. FT. COVERED ENTRY 35 SQ. FT. SPN # . DN 16R BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET M. BDRM 8'-0" CLG. CARPET M. BATH 8'-0" CLG. H.S. BA 2 8'-0" CLG. H.S. C HS C HS C HS C HS 27'-6" 14'-10" 12'-8" 1'-11" 7'-7" 6'-7" 6'-1" 1'-4" 4'-9" 2'-6" 14'-10 1 2
" 7'-3
1 2
" 6'-9" 2'-6" 10'-9" 4'-9
1 2
" 18'-0
1 2
" 27'-6" 6'-4" 9'-0" 12'-2" 4'-6" 4'-6" 6'-1" 6'-1" 3'-2" 3'-2" 36'-5" 5'-9" 9'-10" 9'-1" 11'-9" 5'-6" 3'-7" 5'-11" 3'-11" 6'-9" 43'-2" 2'-1" 10'-8
1 2
" 2'-1" 4'-1" 3'-6
1 2
" 11 TR @ 10" EA 9'-2" 6'-1" 2'-3" 2'-9" 2'-9" 5'-9" 3'-7 1 2
"
3'-9" 5'-9" 3'-7" 3'-7" 3'-0" 0" 5'-5
1 2
"3'-2" 3'-11" 2'-0" W.I.C. 8'-0" CLG. CARPET 9" 416 444 +42" 372 373 381 380 393 386 382 SERVICE 8'-0" CLG. H.S. 462 465 393 462 411 322 464 462 462
462 A A1.3 A A1.3 4068 BI-PASS1'-5" 455 455 1'-0" 5'-4" 465 445 5'-1 1 2
" 5'-2" 5'-7" 5'-3
1 2
" 30 50 SH
2668 20 40 SH
TEMP. GL. 40 40 SL TEMP. GL. 20 30 SH TEMP. GL. 20 30 SH 60 40 SL 20 40 SH 20 40 SH 20 40 SH 20 40 SH
40 40 SL 2668
26 68
2468 24 68
24 68 4068 BI-PASS 427 427 2'-0" 2'-6" 2'-0" 2'-6" MIN. 30" DIA CIRCLE IN SHOWER. MIN. FLOOR AREA OF SHOWER IS 1024 SQUARE INCHES. 2019 CPC 408.6 1'-3 1 2 1'-3 " 1
2 " LOUVER DRS. 2668 PR 1'-0" 1'-7"
BA1.3
BA1.3 1'-9" 10'-5"
40 40 SL UP 16R 24 68
28 68
24 68 DN 16R 1FD5 1CD5 1GD51DD5 1AD5 1BD5 AT LANDING1GD5 1DD5 A1.1 -A101 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1390

CLOVIS, CALIFORNIA WILSON HOMES

VARIES
4" MIN. 7" MAX. 6080 TEMP. GL. SLIDER 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 2668 SC 24 68
28 68
24 68 30 50 SH 60 50 FX 30 50 SH
20 40 SH
20'-3"x20'-0" CLEAR SPACE 20'-10" x 5'-0" & 7'-6" CONCRETE PORCH 002 421 003 005 004 422 8'-0" 422 8'-0" 201 43'-2" 20'-4" 16'-11"
31'-8" 9'-0" 5'-6" 6" 3'-6" 1'-6" 27'-6" 21'-2" 2'-3" 4'-1" 2'-7" 16'-0" 2'-7" 26'-2"
22'-10" 3'-5" 6'-4" 14'-10" 12'-8" 27'-6" 551
43'-2" 2'-6" NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1390B LOWER FLOOR 630 SQ. FT. UPPER FLOOR 797 SQ. FT. TOTAL 1427 SQ. FT. GARAGE 428 SQ. FT. COVERED ENTRY 35 SQ. FT. SPN # . DN 16R BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET M. BDRM 8'-0" CLG. CARPET M. BATH 8'-0" CLG. H.S. BA 2 8'-0" CLG. H.S. C HS C HS C HS C HS W.I.C. 8'-0" CLG. CARPET SERVICE 8'-0" CLG. H.S. 4068 BI-PASS 2668
TEMP. GL. 40 40 SL TEMP. GL. 20 30 SH TEMP. GL. 20 30 SH 60 40 SL 20 40 SH 20 40 SH 40 40 SL 2668
26 68
2468 24 68
24 68 4068 BI-PASS LOUVER DRS. 2668 PR
6'-3" 18'-0
1 2
" 27'-6" 6'-4" 21'-2"
43'-2" 36'-11" 6'-3"
43'-2" 40 40 SL 50 40 SL 20 40 SH 10'-10
1 2
" 5'-5
1 4 5'-5 " 1
4 " 1'-10" 4'-6" 14'-10
1 2
" 2'-6" 14'-10" 12'-8" 27'-6" 10'-3
1 2
"
1'-6" FX 20 40
20 40 SH
2'-0" 10'-9" 7'-3
1 2
" 10'-9
1 2
" 2'-1" 521 650B BOT TOP
2'-0" 521 650B BOT TOP A1.5
-A105 LOWER FLOOR PLAN DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1390

CLOVIS, CALIFORNIA WILSON HOMES

VALLEY VALLEY
4:12 5:12 RIDGE 810 826 ROOF AREA: ' ' SQ. FT.A 80324D1 29D1 ROOF AREA: ' ' SQ. FT.B 153 ROOF AREA: ' ' SQ. FT.C 106 837 24D1 24D1 812813

VALLEY HIP RIDGE R HIP
VALLEY 5:12
5:12
5:12
4:12 801

HIP HIP HIP

VALLEYHIP HIP HIP
5:12 HIP HIP HIP 30D1 823 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"X30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.6 -A1.6 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1390

CLOVIS, CALIFORNIA WILSON HOMES

VARIES
4" MIN. 7" MAX. 6080 TEMP. GL. SLIDER 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 2668 SC 24 68
28 68
24 68 30 50 SH 60 50 FX 30 50 SH
30 50 SH 30 50 SH
TEMP. GL. 30 50 SH
20 40 SH
20'-3"x20'-0" CLEAR SPACE 20'-10" x 5'-0" & 7'-6" CONCRETE PORCH 43'-2" 20'-4" 16'-11"
31'-8" 9'-0" 27'-6" 21'-2" 1'-6" 4'-2" 8" 2'-7" 16'-0" 2'-7" 22'-10" 3'-5" 6'-4" 14'-10" 12'-8" 27'-6" 2'-6" 43'-2" NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1390C LOWER FLOOR 630 SQ. FT. UPPER FLOOR 791 SQ. FT. TOTAL 1421 SQ. FT. GARAGE 428 SQ. FT. COVERED ENTRY 35 SQ. FT. SPN # . DN 16R BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET M. BDRM 8'-0" CLG. CARPET M. BATH 8'-0" CLG. H.S. BA 2 8'-0" CLG. H.S. C HS C HS C HS C HS W.I.C. 8'-0" CLG. CARPET SERVICE 8'-0" CLG. H.S. 4068 BI-PASS 2668
TEMP. GL. 40 40 SL TEMP. GL. 20 30 SH TEMP. GL. 20 30 SH 60 40 SL 20 40 SH 20 40 SH 40 40 SL 2668
26 68
2468 24 68
24 68 4068 BI-PASS LOUVER DRS. 2668 PR
6'-9" 18'-0
1 2
" 27'-6" 6'-4" 21'-2"
43'-2" 36'-5" 6'-9"
43'-2" 20 40 SH 20 40 SH 20 40 SH 10'-10
1 2
" 5'-5" 5'-5
1 2
" 1'-9" 4'-7" 14'-10
1 2
" 2'-6" 14'-10" 12'-8" 27'-6" 10'-3
1 2
"
1'-0" 20 40 SH
2'-1" 40 50 SL
10'-9" 7'-3
1 2
" 10'-8
1 2
" 2'-1" 521 650B BOT TOP
1'-4" 40 40 SL 11'-9" 24'-8" 2'-0" 8'-5" 521 650B TOP BOT A1.7 -A107 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1390

CLOVIS, CALIFORNIA WILSON HOMES

3.5:12
5:12 HIP HIP ROOF AREA: ' ' SQ. FT.B 153 ROOF AREA: ' ' SQ. FT.C 106 VALLEY HIP HIP 5:12 RIDGE 5:12
5:12
5:12 30D1 24D1 823 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"X30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.8 -A1.8 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1390

CLOVIS, CALIFORNIA WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6168/6202 PROJECT TYPE: S.F.D. 2018077.07 - FIRST BUILDING DEPARTMENT SUBMITTAL SET 06-18-2020 DO NOT SCALE PLANS 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C NEW ELEV8IONS 2018077.07 - P1660 (P7) ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'FLAT' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 2X6 2X6 1 D1.1 ROOF PLAN NOTES PROGRESSIVE NAPA1'-0" 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH C.R.C. SECTION 324.3.1 THROUGH R324.7.2.7 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 PLAN 1390C EXTERIOR ELEVATIONS & ROOF PLAN 217 FLOOR PLAN KEY NOTES Name NOTE 001 CONCRETE SLAB (SEE STRUCTURAL DRAWINGS) 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 010 CONCRETE PATIO (BY OTHERS) 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE AND EXTENDED TO THE ROOF SHEATHING PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY HEATILATOR MODEL# ND4842 ANSI Z21.88-2002 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 334 4" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT TO OUTSIDE 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 342 RETURN AIR GRILL - SEE MECHANICAL 341 14"x8" MAKE-UP AIR VENT ABOVE DOOR - UNDER-CUT THE DOOR 1 INCH 344 WHOLE HOUSE EXHAUST FAN PER 2010 CEC. REFER TO ATTACHED "SUMMARY OF THE 2010 ENERGY CODE ASHRAE 62.2 REQUIREMENTS" 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 357 UTILITY SINK 359 DISHWASHER - ENERGY STAR 364 30" COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT. EXHAUST VENT TO OUTSIDE 367 30" OVEN 369 30" OVER THE COUNTER MICROWAVE OVEN/HOOD COMBO 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP IN TUB - 36" X 56" 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR (MIN. 22" WIDTH)/ ENCLOSURE 383 TUB ACCESS PANEL 386 SHOWER - PREFABRICATED STALL - 36"x60"X76" MODEL 1603DTS - GELCOAT SURFACE - BY AQUATIC 387 SHOWER - LASCO MODEL# 1603DTS (30" DIA CIRCLE PROVIDED) - (MIN. 1,024 S.I. FLOOR AREA) 390 SHOWER SEAT - SLOPE 1 4" MINIMUM TO DRAIN 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 397 SOAP SHELF 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 412 OPEN TO ABOVE 413 OPEN TO BELOW 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CEnC 150.0(a)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 417 22"X30" 1-HOUR ATTIC ACCESS-DIMENSIONS CLEAR 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - HEIGHT PER ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2X PONY WALL - SIZE PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1G/D5) 445 +42" GUARD (SEE DETAIL 1F/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 454 DESK 455 LINEN 456 LINEN (UPPER & LOWER) 457 LINEN (LOW ONLY) 458 WIRE SHELF 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY 6080 TEMP. GL. SLIDER 16'-0" x 8'-0" SECT. GAR. DOOR COVERED ENTRY 9'-0" CLG. CONC. ENTRY 9'-0" CLG. H.S. DINING RM. 9'-0" CLG. H.S. LIVING RM. 9'-0" CLG. HS FX TEMP. GL. 1050 2-CAR GARAGE 9'-0" CLG. CONC. 27'-0" 13'-3" 13'-9" 2'-1" 5'-0" 4'-11" 7'-3 1 2
"
43'-4" 12'-0" 2'-10" 3'-10" 2'-0" 1'-0" 21'-0"
43'-4" 20'-6" 4'-3" 5'-10"
12'-6" 5'-11" 1'-5" 4'-4" 3" 2'-6" 16'-0" 2'-6" 6'-5
1 2
" 26'-6" 6'-0" 8" 8" 1'-11" 2'-4" 1'-1" 19'-1
1 2
" 1'-4
1 2
" 2'-0
1 2
" 4'-8" 3'-4" 1'-0" 7" 7'-0
1 2
" 2'-10" 9'-7" 2"R6" R1'-4"
2'-1"
17'-1" UP16R 459 460 451 355 359 364 351 462 453
VARIES
4" MIN. 7" MAX. 392 393 309 305 006 110
VARIES
4" MIN. 7" MAX. VARIES 4" MIN. 7" MAX. 201 002 104 421 9'-0"003 401 321 444 428 428 ARCH AT 8'-0" 6'-0" 27'-0" 2'-0" 4'-0" ARCH AT 8'-0" 3050 SH 6050 SL 3050 SH
TEMP. GL. 3050 SHTEMP. GL. 3050 SH
2040 SH
30 SC 80
2468
2468 2668 SC 428 ARCH AT 8'-0"
3'-9
1 2
" 9
1 2
" 101 101 101 SLOPING CLG. 15'-0"x7'-0"± CONCRETE 16'-1 1 2
" 10'-3
1 2
" 22D5 1-AD5
20'-1"x20'-1/2" CLEAR SPACE 1'-2" 442 +42" P 6'-6" 4'-0" 2'-0" 3'-0 1 2
" 1'-3"
2680 SC
2'-8" 3'-0" 2'-9
1 2
" 9'-9
1 2
" 8'-5" 3'-4" 1'-6" 2'-5
1 2
"
4'-3" 1'-9
1 2
" 7" ARCH TOP 8'-0" 7" 2'-6" 3'-2" 22'-10" KITCHEN 9'-0" CLG. H.S. POWDER 9'-0" CLG. H.S. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1648A LOWER FLOOR 589 SQ. FT. UPPER FLOOR 1063 SQ. FT. TOTAL 1651 SQ. FT. 2-CAR GARAGE 466 SQ. FT. COVERED ENTRY 72 SQ. FT. SPN # . 27'-0" 6'-0" 7'-11 1 2
" 13'-0
1 2
" 5'-6" 7'-6
1 2 2'-9 " 1
2 " 3'-0" 3'-0" BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET BA 2 8'-0" CLG. H.S. HALL 8'-0" CLG. CARPET 26'-10" 43'-4" 10'-4
1 2
" 2'-5" 7'-11
1 2 7'-6 " 1
2 " 15'-5"
14'-4" 7'-5" 3'-4" 13'-5" 5'-2
1 2
" 1'-9
1 2
"
11'-10" 2'-0"
2'-7" 2'-4" 2'-6" 2'-6" 38'-6" 5'-6" 21'-4" 10'-11
1 2
" 3'-5" 5'-6" 3'-0
1 2
" 3" 6'-2" 6'-5" 11'-5" 2'-5
1 2
" 2468 6'-6
1 2
" 3'-7" 3'-2
1 2
" 3'-5" 4'-5" 1'-5" 3'-2" 13'-11
1 2
" 3'-6" 2'-7
1 2
" 1'-7" 1'-7" 2'-9" 4'-4" 1'-8" 6'-0"
9'-4" C HS
C HS SERVICE 8'-0" CLG. H.S. 5068 BI-PASS 3'-0
1 2
" C HS 6
1 2
" 3'-9
1 2
" 5'-7" 3'-0" 10'-7
1 2
" 4'-5
1 2
" 3'-8" C HS 13'-0
1 2
" 3'-2" 6'-3" 6'-6
1 2
" 3'-6" 3'-11" 2'-10" 43'-4"
2'-10" 375 441 +42" 444 416 462 462 462
462
462 372 373 344 401 7'-0" ARCH TOP 387 382
456 381 380 393 460 334 427 DN16R 411 465 465 M. BDRM 8'-0" CLG. CARPET W.I.C. 8'-0" CLG. CARPET M. BATH 8'-0" CLG. H.S. OPT. 458 EQ. 5'-4" EQ. 6" ABV. TUB HALF WALL BOTH SIDES 1-F D5 3'-4 1 2
" 5'-2" 455 OPT.
1'-7"
TEMP. GL. 2030 SH 2030 SH 2030 SH
2'-6" 2040 SH 2040 SH 2040 SH 3050 SH TEMP. GL. 2040 SH TEMP. GL. 5040 SL 2030 SH 2040 SH 2040 SH 4040 SL 4040 SL 2468 2668
2668 2668
2468 2468
2468 2868 5068 BI-PASS 44"x44" 322 36"x56" MIN. 30" DIA CIRCLE IN SHOWER. MIN. FLOOR AREA OF SHOWER IS 1024 SQUARE INCHES. 2016 CPC 408.6 2'-6" 2'-0" 2'-0" 2'-6" 2'-0" 341 A1.1 -A101 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1648

CLOVIS, CALIFORNIA WILSON HOMES

VARIES
4" MIN. 7" MAX. VARIES 4" MIN. 7" MAX. 3050 SH 6050 SL 3050 SH TEMP. GL. 3050 SHTEMP. GL. 3050 SH
2040 SH
30 SC 80
2468
2468 2668 SC 15'-0"x7'-0"± CONCRETE P
2680 SC 27'-4" 13'-3" 13'-9"
43'-4" 20'-8" 22'-8" 551 551
2'-0" 4" 26'-6" 20'-1"x20'-0" CLEAR SPACE 4" +9'-0" 422 +9'-0" 422 KITCHEN 9'-0" CLG. H.S. POWDER 9'-0" CLG. H.S. 27'-4" NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1648B LOWER FLOOR 588 SQ. FT. UPPER FLOOR 1063 SQ. FT. TOTAL 1651 SQ. FT. 2-CAR GARAGE 466 SQ. FT. COVERED ENTRY/PORCH 74 SQ. FT. SPN # . 27'-0" 6'-0" 7'-11 1 2
" 13'-0
1 2
" 3'-9" BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET BA 2 8'-0" CLG. H.S. HALL 8'-0" CLG. CARPET 2468 C HS C HS SERVICE 8'-0" CLG. H.S. 5068 BI-PASS
C HSC HS DN16R M. BDRM 8'-0" CLG. CARPET W.I.C. 8'-0" CLG. CARPET M. BATH 8'-0" CLG. H.S.

TEMP. GL. 2030 SH 2030 SH 2030 SH 2040 SH
2030 SH 2040 SH 2040 SH 4040 SL 4040 SL 2468
2668
2668 2668
2468 2468
2468 2868 5068 BI-PASS 4'-2
1 2
" 1'-7" 10'-3" 2'-7" 3'-5" 11'-2
1 2
" 1'-10" 27'-0"
43'-4" 10'-6
1 2
" 15'-5"
14'-4" 7'-5" 3'-4" 13'-5" 38'-6" 5'-6" 21'-6" 10'-11
1 2
"
6'-6
1 2
" 2'-9" 6'-0" 10'-7
1 2
" 43'-4"
2'-10" 2'-6"
3'-1" 7'-6
1 2
" TEMP. GL. 50 40 SL FX TEMP. GL. 50 40 SL 26 40 40 40 SL FX 20 40 2'-0"
2'-0" BOT 521 650B TOP 521 650B BOT TOP A1.5
-A105 LOWER FLOOR PLAN DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1648

CLOVIS, CALIFORNIA WILSON HOMES

VARIES
4" MIN. 7" MAX. VARIES 4" MIN. 7" MAX. 3050 SH 6050 SL 3050 SH TEMP. GL. 3050 SHTEMP. GL. 3050 SH
2040 SH
30 SC 80
2468
2468 2668 SC 15'-0"x7'-0"± CONCRETE P
2680 SC 27'-0" 13'-3" 13'-9"
44'-2" 20'-6" 3'-9" 13'-3" 5'-10" 8'-0" 8'-0"
2'-0" 2'-10" 12'-0" 20'-1"x20'-0" CLEAR SPACE 10"
10" 410 KITCHEN 9'-0" CLG. H.S. POWDER 9'-0" CLG. H.S. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1648C LOWER FLOOR 589 SQ. FT. UPPER FLOOR 1071 SQ. FT. TOTAL 1660 SQ. FT. 2-CAR GARAGE 466 SQ. FT. COVERED ENTRY/PORCH 72 SQ. FT. SPN # . 27'-0" 6'-0" 10'-0" 11'-0" 5'-0" BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET BA 2 8'-0" CLG. H.S. HALL 8'-0" CLG. CARPET 2468 C HS C HS SERVICE 8'-0" CLG. H.S. 5068 BI-PASS
C HSC HS DN16R M. BDRM 8'-0" CLG. CARPET W.I.C. 8'-0" CLG. CARPET M. BATH 8'-0" CLG. H.S.

TEMP. GL. 2030 SH 2030 SH 2030 SH 2040 SH
2030 SH 2040 SH 2040 SH 4040 SL 4040 SL 2468
2668
2668 2668
2468 2468
2468 2868 5068 BI-PASS 5'-0" 1'-7" 10'-3" 1'-7" 4'-5" 5'-6" 5'-6" 27'-0" 44'-2" 10'-6
1 2
"
14'-4" 38'-6" 5'-6" 21'-6" 10'-11
1 2
" 30'-8
1 2
" 10'-7
1 2
" 44'-2"
3'-8" 2'-6"
3'-8" 2'-8" 10" TEMP. GL. 50 40 SL FX TEMP. GL. 20 40 30 50 SH 20 40 SH FX 20 40 2'-0" 24'-2"
2'-0" 4'-3
1 2
" 521 650B BOT TOP 521 650B BOT TOP A1.7
-A107 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1648

CLOVIS, CALIFORNIA WILSON HOMES

HIP HIP HIP HIP HIP HIP RIDGE VALLEY VALLEY R
5:12
5:12 5:12 5:12 5:12
5:12 801 24D1 24D1 24D1 24D1 839 30D1 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT RIDGE ROOF PLAN KEY NOTES Name NOTE 801 ROOFING - CONCRETE - "FLAT" TILE BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 839 MIN. 22"X30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.8 -A1.8 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1648

CLOVIS, CALIFORNIA WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6168/6202 PROJECT TYPE: S.F.D. 2018077.07 - FIRST BLDG DEPARTMENT SUBMITTAL SET 06-18-2020 DO NOT SCALE PLANS 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C NEW ELEV8TIONS 2018077.07 - P1648 (P6) ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'FLAT' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 2X6 2X6 1 D1.1 ROOF PLAN NOTES PROGRESSIVE NAPA1'-0" 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH C.R.C. SECTION 324.3.1 THROUGH R324.7.2.7 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 PLAN 1648C EXTERIOR ELEVATIONS & ROOF PLAN 223 FLOOR PLAN KEY NOTES Name NOTE 001 CONCRETE SLAB (SEE STRUCTURAL DRAWINGS) 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 010 CONCRETE PATIO - SIZE PER PLAN (BY OTHERS) 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE AND EXTENDED TO THE ROOF SHEATHING PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY HEATILATOR MODEL# ND4842 ANSI Z21.88-2002 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 334 4" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT TO OUTSIDE 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 341 14"x8" MAKE-UP AIR VENT ABOVE DOOR - UNDER-CUT THE DOOR 1 INCH 342 RETURN AIR GRILL - SEE MECHANICAL 344 WHOLE HOUSE EXHAUST FAN PER 2016 CEC. REFER TO ATTACHED "SUMMARY OF THE 2010 ENERGY CODE ASHRAE 62.2 REQUIREMENTS" 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 357 UTILITY SINK 359 DISHWASHER - ENERGY STAR 364 COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT TO OUTSIDE). THE VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED., AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE MARKING LISTED ON THE UNIT. 2019 CMC 921.3.2 & 921.4.3 367 30" OVEN 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR (MIN. 22" WIDTH)/ ENCLOSURE 383 TUB ACCESS PANEL 387 SHOWER - LASCO MODEL# 1603DTS (30" DIA CIRCLE PROVIDED) - (MIN. 1,024 S.I. FLOOR AREA) 390 SHOWER SEAT - SLOPE 1 4" MINIMUM TO DRAIN 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 412 OPEN TO ABOVE 413 OPEN TO BELOW 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CEnC 150.0(a)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 417 22"X30" 1-HOUR ATTIC ACCESS-DIMENSIONS CLEAR 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - HEIGHT PER ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2X PONY WALL - SIZE PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1G/D5) 445 +42" GUARD (SEE DETAIL 1F/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 454 DESK 455 LINEN 456 LINEN (UPPER & LOWER) 457 LINEN (LOW ONLY) 458 WIRE SHELF 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY 6080 TEMP. GL. SLIDER 16'-0" x 8'-0" SECT. GAR. DOOR COVERED ENTRY 9'-0" CLG. CONC. ENTRY 9'-0" CLG. H.S. DINING RM. 9'-0" CLG. H.S. LIVING RM. 9'-0" CLG. HS FX TEMP. GL. 1050 2-CAR GARAGE 9'-0" CLG. CONC. 27'-0" 13'-3" 13'-9" 2'-1" 5'-0" 4'-11" 7'-3 1 2
"
43'-4" 11'-6" 3'-4" 4'-6" 2'-0" 6" 21'-0"
43'-4" 20'-6" 4'-3" 5'-10"
12'-6" 5'-11" 1'-4" 4'-4" 4" 2'-6" 16'-0" 2'-6" 6'-5
1 2
" 26'-6" 6'-0" 8" 8" 1'-11" 2'-4" 1'-1" 19'-1
1 2
" 1'-4
1 2
" 2'-0
1 2
" 4'-8" 3'-4" 1'-0" 7" 7'-0
1 2
" 2'-10" 9'-7" 2"R6" R1'-4"
2'-1"
17'-1" UP16R 459 460 451 355 359 364 351 462 453
VARIES
4" MIN. 7" MAX. 392 393 309 305 006 110
VARIES
4" MIN. 7" MAX. VARIES 4" MIN. 7" MAX. 201 002 104 421 9'-0"003 401 321 444 428 428 ARCH AT 8'-0" 6'-0" 27'-0" 2'-0" 4'-6" ARCH AT 8'-0" 3050 SH 6050 SL 3050 SH
TEMP. GL. 3050 SHTEMP. GL. 3050 SH
2040 SH
30 SC 80
2468
2468 2668 SC 428 ARCH AT 8'-0"
3'-9
1 2
" 9
1 2
" 101 101 101 SLOPING CLG. 15'-0"x7'-0"± CONCRETE 16'-1 1 2
" 10'-3
1 2
" 22D5 1-AD5
20'-1"x20'-1/2" CLEAR SPACE 442 +42" P 6'-6" 4'-0" 2'-0" 3'-0 1 2
" 1'-3"
2680 SC
2'-8" 3'-0" 2'-9
1 2
" 9'-9
1 2
" 8'-5" 3'-4" 1'-6" 2'-5
1 2
"
4'-3" 1'-9
1 2
" 7" ARCH TOP 8'-0" 7" 2'-6" 3'-2" 22'-10" KITCHEN 9'-0" CLG. H.S. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1660A LOWER FLOOR 589 SQ. FT. UPPER FLOOR 1073 SQ. FT. TOTAL 1661 SQ. FT. GARAGE 466 SQ. FT. COVERED ENTRY/PORCH 89 SQ. FT. SPN # . BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET BA 2 8'-0" CLG. H.S. M. BATH 8'-0" CLG. H.S. W.I.C. 8'-0" CLG. CARPET SERVICE 8'-0" CLG. H.S. 27'-0" 27'-0" 13'-9" 4'-3" 4'-7" 6'-10" 12'-3 1 2
" 43'-4" 6'-3" 5'-10
1 2
" 12'-5
1 2
"
11'-9" 7'-5" 3'-2" 7'-0"5'-3" 1'-9"
10'-3
1 2
" 2'-0"
3'-7" 2'-7" 9'-9" 10'-5
1 2
" 16'-6
1 2
" 6'-6
1 2
" 5'-3" 6'-6" 5'-2
1 2
"
38'-6"
6'-5
1 2
" 13'-3" 7'-9" 3'-6"
3'-3
1 2
" 5'-6" 3'-6" 2'-6" 1'-11" 6'-3" 3'-0
1 2
" 3'-4" 3" 6'-11
1 2
" 7
1 2
" 6'-2" 3'-9
1 2
" 3'-7
1 2
" 3'-0" 2'-5
1 2
" 1'-8
1 2
" 1'-3"
6'-7" 3'-6" 3'-5
1 2
" 3'-6" 3'-6"
3'-7
1 2
" 120° 2'-10" 5'-5
1 2
" 11'-5" 1'-9" 2'-11
1 2
" 2'-5
1 2
" 4'-9
1 2
" 1'-8"
2'-0" 2'-7" 3'-1" 3'-1" 4068 BI-PASS 5068 BI-PASS W.I.C. 8'-0" CLG. CARPET BDRM 4/ OPT. LOFT 8'-0" CLG. CARPET HALL 8'-0" CLG. CARPET C HS +42" 444 416 462 372 373 344 456 381 380 393 460 334 454 457 465
C HS 462
462 393
C HS 401 7'-0" ARCH TOP 465
462
462 462 462 382 3'-6" 2'-4" 2'-0" OPT. OPT. OPT. 458
2'-10" 445 2668
TEMP. GL. 2030 SH 3050 SH 3050 SH 2030 SH
3050 SH 4040 SL 3'-10" TEMP. GL. 2030 SH
2668
2668
2468 2468 2868
2468 2668
2468
2468 322 DN 16R 387 4040 SL 4040 SL 2030 SH 2030 SH 2'-0" 2'-6" MIN. 30" DIA CIRCLE IN SHOWER. MIN. FLOOR AREA OF SHOWER IS 1024 SQUARE INCHES. 2016 CPC 408.6 2'-0" 2'-6" M. BDRM 8'-0" CLG. CARPET 2468 8" 1'-8" 43'-4" 5'-6" 11'-5" 341 411 M. BDRM VOL. CLG. CARPET3:12 3:12 4'-3 1 2
"6'-2" 6'-2" 11'-5"W.I.C. 8'-0" CLG. LOFT CARPET 8'-0" CLG. CARPET +42" 454 457 462 441 +38" 14'-4" OPT. OPT. 20 30 SH
30 50 SH 20 30 SH445 A1.1
-A101 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1660

CLOVIS, CALIFORNIA WILSON HOMES

VARIES
4" MIN. 7" MAX. VARIES 4" MIN. 7" MAX. 3050 SH 6050 SL 3050 SH TEMP. GL. 3050 SHTEMP. GL. 3050 SH
2040 SH
30 SC 80
2468
2468 2668 SC 15'-0"x7'-0"± CONCRETE P
2680 SC 16'-0" x 8'-0" SECT. GAR. DOOR 21'-0" 1'-10" 4'-2" 2'-6" 16'-0" 2'-6" 6'-0" 27'-0" 27'-0" 14'-3" 12'-9" 43'-4" 14'-10" 5'-2" 7'-8"
43'-4"
41'-4" 26'-6" 2'-0" 2'-0" 003 002 004 +8'-0" 422 +8'-0" 422 421 +9'-0" 1 1 2
" 551 551
20'-1"x20'-0" CLEAR SPACE 410 KITCHEN 9'-0" CLG. H.S. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1660B LOWER FLOOR 589 SQ. FT. UPPER FLOOR 1073 SQ. FT. TOTAL 1661 SQ. FT. GARAGE 466 SQ. FT. COVERED ENTRY/PORCH 89 SQ. FT. SPN # . BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET BA 2 8'-0" CLG. H.S. M. BATH 8'-0" CLG. H.S. W.I.C. 8'-0" CLG. CARPET SERVICE 8'-0" CLG. H.S. 4068 BI-PASS 5068 BI-PASS W.I.C. 8'-0" CLG. CARPET BDRM 4/ OPT. LOFT 8'-0" CLG. CARPET HALL 8'-0" CLG. CARPET C HS C HS C 26
HS 68
TEMP. GL. 2030 SH
4040 SL TEMP. GL. 2030 SH
2668
2668
2468 2468 2868
2468 2668
2468
2468 DN 16R 4040 SL 4040 SL 2030 SH 2030 SH M. BDRM 8'-0" CLG. CARPET 2468 27'-0" 27'-0" 43'-4" 10'-5
1 2
" 16'-6
1 2
" 11'-11
1 2 7'-10 " 1
2 " 2'-7"
38'-6" 4'-7"2'-0" 2'-10" 80 40 XOX 1'-7"
1'-7" M. BDRM 8'-0" CLG. CARPET FX 20 40 40 40 SL
FX 20 40
43'-4"
10'-10
1 2
" 12'-5
1 2
" 30'-10
1 2
"
10'-2" 26'-9" 11'-9" 14'-3" 12'-9" BOT 521 650B TOP 521 650B BOT TOP 411 A1.5 -A105 LOWER FLOOR PLAN DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1660

CLOVIS, CALIFORNIA WILSON HOMES

VARIES
4" MIN. 7" MAX. VARIES 4" MIN. 7" MAX. 3050 SH 6050 SL 3050 SH TEMP. GL. 3050 SHTEMP. GL. 3050 SH
2040 SH
30 SC 80
2468
2468 2668 SC 15'-0"x7'-0"± CONCRETE P
2680 SC 21'-0" 1'-6" 4'-2" 4" 2'-6" 16'-0" 2'-6" 6'-0" 27'-0" 27'-0" 14'-3" 12'-9" 43'-4" 3'-2" 4'-8" 4'-6"
43'-4"
14'-10" 26'-6" 2'-0" 6" 8" 8'-0" 003 002 004 8'-0" 428 428 8'-0" 428421 +9'-0"2'-0" 20'-1"x20'-0" CLEAR SPACE 410 KITCHEN 9'-0" CLG. H.S. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1660C LOWER FLOOR 589 SQ. FT. UPPER FLOOR 1073 SQ. FT. TOTAL 1661 SQ. FT. GARAGE 466 SQ. FT. COVERED ENTRY/PORCH 89 SQ. FT. SPN # . BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET BA 2 8'-0" CLG. H.S. M. BATH 8'-0" CLG. H.S. W.I.C. 8'-0" CLG. CARPET SERVICE 8'-0" CLG. H.S. 4068 BI-PASS 5068 BI-PASS W.I.C. 8'-0" CLG. CARPET BDRM 4/ OPT. LOFT 8'-0" CLG. CARPET HALL 8'-0" CLG. CARPET C HS C HS C 26
HS 68
TEMP. GL. 2030 SH
4040 SL TEMP. GL. 2030 SH
2668
2668
2468 2468 2868
2468 2668
2468
2468 DN 16R 4040 SL 4040 SL 2030 SH 2030 SH M. BDRM 8'-0" CLG. CARPET 2468 27'-0" 27'-0" 43'-4" 10'-5
1 2
" 16'-6
1 2
" 5'-1
1 4 8'-4 " 1
2 " 2'-1"
38'-6" 2'-0" 6'-0" 5'-5
1 4
" 2'-10" 2'-1" M. BDRM VOL. CLG. CARPET3:12 3:12 30 50 SH 30 50 SH 30 50 SH 30 50 SH 43'-4" 11'-9" 26'-9" 9'-8" 14'-3" 12'-9" BOT 521 650B TOP 521 650B BOT TOP 411 A1.7 -A107 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1660

CLOVIS, CALIFORNIA WILSON HOMES

AGING-IN
PLACE 5068 BI-PASS 5068 BI-PASS OPT 2468
9'-0" CLG. TILE ** * *
11'-1112" TEMP. GL. 4050 SL A
A1.3 A
A1.3 BA1.3 8'-6"
508 1'-1112
5'-6 " 12" 2'-0" 2'-512" 2'-7" 1'-0"
2'-4" 16'-2" 1'-8" 4" 4'-0" 4" 712" 2'-6" BA1.3 4'-9" 7'-314" 7'-314" 31'-212" 18'-612" 1'-11" 8'-6" 6'-312" 9'-5" 10'-0" 2'-6" 1'-4" 9'-312" 1'-4" 8" 6'-6" 1'-4" 7" 24'-11" 3'-1" 3'-212" 5'-912" 5'-912" 2'-512" 3'-1" 2'-1012" 5'-912" 4'-812" 2'-6" 2'-6" 8'-4" 9'-0" 3'-112" 2'-912" 2'-6" 2'-6" 4'-112" 3'-1" 6'-9" 5'-434
5'-4 " 34" 3'-1112"
4'-512" 6'-7" 3'-1" 1'-712" 4" 4'-3" 10'-4" 2'-312" 5'-1" 7'-912" 2'-9 2'-8" 12" 5'-8" 3'-812" 1'-7" 4'-212" 3'-6" 8'-512" 3'-0" 3'-9" 3'-712" 5'-2" 5'-7" 3'-912"
7'-912" 3'-4" 1'-0" 2'-512" 3'-8" 4'-2"
2'-0"
3'-8" 3" 3"
3'-4" 2'-312" 10'-6"
6'-9" 2'-1012" 3'-2" 2'-2"
7" 2'-7" 312"
2'-512"
4'-8" 1'-112" 7" 2'-6" 4'-9"
5'-0" 5'-9" 2'-6" 2'-0" 2'-612"1'-0" 6'-012"
355
451
359
460 351
459
416
322
373 372
464 462
462
462 462
8'-0" 401
401 8'-0"
401 8'-0"
401 8'-0"
309
101
101
005
321
460
459
459 OPT. OPT. 356 OPT. 460 393
393
380
381
OPT.
8'-0" 8'-0"
421
004
002
455
006
110
401 8'-0"

FIREPLACE BY
"HEATILATOR" MODEL ... Z21.88-2002
422 422
465
364
2:12 SLOPE 2:12 SLOPE
382
401 8'-0"
386 68"x38" 399
442 2x6
341
508
312 4"
462
4'-8" 3'-4" 462 498 496
375 #546042BC GELCOAT TUB
30"DIA. CIRCLE PROVIDED AT SHOWER MIN. 22" WIDTH TEMP. GL. DOOR & SHOWER

ENCLOSURE
490
201
224
225
346
228
227
252
226 3'-0" MAX
302
427
105
111 3'-0"
4" 459
460
2'-012" CLEAR

DRIVING
PATH
003
2'-112" 464 OPT 464
465 3'-0" 468
LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION 1887 SQ. FT. COVERED ENTRY 44 SQ. FT. GARAGE 429 SQ. FT. TOTAL REAR PATIO 102 SQ. FT.

FLOOR AREA TABLE PLAN 1887A
1887 SQ. FT. 2468 C HS 11'-312" 5'-912" 4'-3" 2'-6" 2'-1112" 5'-512" 10'-012" 5'-912" 3" 3'-8" 5'-912" 3" 4'-2" 3'-9" 5'-512" 2060
401 8'-0" 386
382
393
393 2'-6" MIN. C HS 60 50 SL TEMP. GL. 30 16 SL
3'-112" 2'-0" 2'-6" MIN. 2'-0" 2468 MIN. 22" WIDTH TEMP. GL. DOOR & SHOWER ENCLOSURE 30"DIA. CIRCLE PROVIDED AT SHOWER
40"x40" HOT MOP
465 465
387
50x34 382 * 4068 BI-PASS 462
HS C C HS 455 2468 2668 2468 401 8'-0" 1'-912" 4'-9" 1'-1112" 2" 3'-0" 2"

FLOOR PLAN KEY NOTES
Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER

ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN
427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2X PONY WALL - SIZE & HEIGHT PER PLAN
443 2X CRIPPLE WALL - SIZE PER PLAN
451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND
453 PANTRY WITH WIRE SHELVING
454 DESK
455 LINEN
457 LINEN (LOW ONLY) 458 LINEN (UPPER ONLY) 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE - LOCATE POLE 66" A.F.F.; PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY
463 DOUBLE SHELF & POLE 464 WIRE SHELF/SHELVES
465 VANITY
468 COAT CLOSET 490 BATHTUB REINFORCEMENT TO BE CONTINUOUS ON EACH SIDE OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES ABOVE THE BATHTUB RIM 496 SHOWER REINFORCEMENT TO BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. ACTUAL GRAB BARS NOT REQUIRED PER CODE 498 WATER CLOSET REINFORCEMENT TO BE INSTALLED ON BOTH SIDES WALLS OF THE FIXTURE, OR ON ONE SIDE WALL AND THE BACK WALL. ACTUAL GRAB BARS NOT REQUIRED PER CODE 508 WATERPROOF STUCCO SHELF - SLOPE 1/4" PER FOOT LOWER FLOOR PLAN FLOOR AREA TABLE PLAN 1887A

COVERED ENTRY GARAGE
TOTAL SQ. FT. REAR PATIO
STANDARD PLAN W/MULTI-GEN SUITE WITH BATH 2B AND BATH 3 1,887 SQ. FT. 429 SQ. FT. 102 SQ. FT. 44 SQ. FT. PLAN 1887B PLAN 1887C 27 SQ. FT. 102 SQ. FT. 102 SQ. FT. 44 SQ. FT. PLAN 1887D 102 SQ. FT. 27 SQ. FT. 1,887102 SQ. FT. 27 SQ. FT. PLAN 1887E SQ. FT. 1,887 SQ. FT. 429 SQ. FT. 1,887 SQ. FT. 1,887 SQ. FT. 429 SQ. FT. 1,887 SQ. FT. 1,887 SQ. FT. 429 SQ. FT. 1,887 SQ. FT. 1,887 SQ. FT. 429 SQ. FT. 1,887 2468 6050 SL TEMP. GL. 3016 SL C HS 24 2468 68 C HS * 26 68 HS C 4068 BI-PASS 10'-512" 3'-11" 462
401 8'-0" 6'-812" 3'-0" 5'-912" 4'-3" 2'-2" 3'-0" 3'-6" 2'-1112" 2'-6" 4'-812" 5'-9" 3'-11"
455 393
465
380
381
462 2'-10" 3'-1012" 2" 2" 401 8'-0" 401 8'-0"
A1.1.1
MH
A1..1.1
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC-WHA CC
xx-xx-xx -2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

FLOOR PLAN & OPTIONS
= 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. (*) INDICATES WINDOW REQUIRED FOR

EMERGENCY ESCAPE AND RESCUE WINDOW
TO MEET THE REQUIREMENTS OF CRC R310

1. 5.7 SQUARE FEET NET CLEAR OPENING

SIZE REQUIRED FOR MINIMUM EGRESS

2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION

3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION

4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW SILL FROM FINISH FLOOR 3050 SH *
TEMP. GL. *

REQUIRED FLOOR CLEARANCES AT WATER
CLOSETS -TYPICAL 1'-3" 1'-3" MIN. 2'-0" 2'-6"MIN.

FLOOR PLAN NOTES

1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL

INFORMATION AND CLEARANCES

2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15.

THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1

IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2

16. 17.

THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2

18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6
SEE SHEET A1.1.3 FOR ADDENDA FLOOR PLANS NAILING SCHEDULE IS IN SHEET SD.2 ATTACHMENT 15
AGENDA ITEM NO. 6.
2468 C HS 11'-312" 13'-1" 5'-912" 5'-6" 4'-10" 8'-3" 4'-3" 2'-6" 2'-1112" 10" 5'-512" 10'-012" 5'-912" 7'-10" 5'-4" 2'-6" 14'-612" 4'-8" 6'-4" 712" 1'-8" 5'-6" 4'-412" 3'-10"
3'-912" 6'-3" 4'-6" 3'-9" 2'-2"
10'-9"
3" 5'-512" 5'-912"
INT. ACCESS 5'-8" 2'-10" 3" 4'-2"
HS C 2'-6" 3'-1" 3'-9" 5'-512" HS C 2060
26 50 SH 26 50 SH
462 455
401 8'-0"
5" 5"
386
382
393
393 2'-6" MIN. C HS 60 50 SL 40 50 SL TEMP. GL. 30 16 SL 30 50 SH OPT. MULTI-GENERAL 70'-0" 8'-6" 455 2468 7" 3'-112" 2'-0" 2'-6" MIN. 2'-0" 3'-0" 2'-1112" 3'-712" 50 68 BI-PASS 2668 2668 2468 2468 3080 SC
2880 SC
MIN. 22" WIDTH TEMP. GL. DOOR & SHOWER
ENCLOSURE 30"DIA. CIRCLE PROVIDED AT SHOWER
40"x40" HOT MOP
465 465
387
50x34 382 ***
VARIES
4" MIN. 7 3/4" MAX.
50 68 BI-PASS 462
50 68 BI-PASS 462 455
455 30 SC 80 26 68 26 68 2868 2868
LINEN 40 50 SL 40 50 SL
LINEN 26 68 HS C
INT. ACCESS 30 SC 80 26 68 HS C 5'-0" 5'-0" 26 68 26 68 30 SC 8050 68 BI-PASS HS C 40 50 SL 60 50 SL FX 30 50 8'-512" 28 80 OPTIONAL INT. ACCESS LINEN
462 455
36 50 SH 30 50 SH28 80 OPTIONAL
14'-1012" 14'-612" 7" 6'-0" 11'-7" 712" 2'-6" 10" 6'-0" 7" 28 80 OPTIONAL 40 50 SL 30 50 SH 11'-7" 11'-7" 5" 5" 5"
50 68 BI-PASS 462 455 26 68 2868 40 50 SL
LINEN 30 SC 80 26 68 HS C 5'-0" 6'-0" 7" 28 80 OPTIONAL 30 50 SH 11'-7" 5" 30 50 SH 30 50 SH 14'-612" 5'-7" 3'-6" 5'-512"

FLOOR PLAN KEY NOTES
Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION

INDICATED
005 CONCRETE GARAGE SLAB - SLOPE 18" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 375 DROP-IN TUB - SIZE PER PLAN
382 SHATTER PROOF SHOWER DOOR/ENCLOSURE 386 SHOWER - PREFABRICATED STALL - 44"X44" (MIN. 1,024 S.I. FLOOR AREA) 387 SHOWER - HOT MOP. SIZE PER PLAN. (MIN. 1,024 S.I. FLOOR AREA) 393 TOILET - PROVIDE MINIMUM 24"x30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 421 STUCCO CEILING: HEIGHT PER PLAN
422 STUCCO SOFFIT: HEIGHT PER PLAN
427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT: HEIGHT PER PLAN 455 LINEN
462 WIRE SHELF AND POLE - LOCATE POLE 66" A.F.F.; PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY
465 VANITY
A1.1.2
MH
A1..1.2
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC-WHA CC
xx-xx-xx -2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

FLOOR PLAN OPTIONS
OPT. MULTI-GENERAL
SUITE ILO BDRMS 2 & 3

AT PLAN 'B'
OPT. MULTI-GENERAL
SUITE ILO BDRMS 2 &
3 AT PLAN 'C'
OPT. MULTI-GENERAL
SUITE ILO BDRMS 2 & 3

AT PLAN 'D'
OPT. MULTI-GENERAL
SUITE ILO BDRMS 2 & 3

AT PLAN 'A'
OPT. MULTI-GENERAL
SUITE ILO BDRMS 2 & 3

AT PLAN 'E'

FLOOR PLAN NOTES

1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL

INFORMATION AND CLEARANCES

THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1

16. 17.

18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6
AGENDA ITEM NO. 6.
16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 2668 26 SC 68
2668SC 20 4050 SL TEMP. GL. 3016 SL VARIES 4" MIN. 7" MAX. 5" 201 4068 BI-PASS
4068 BI-PASS
C HS

C HS HS C
20'-2-1/2" x 20'-0" CLEAR SPACE 2668 24 2468 68 C HS *
60 50 SL FX 30 50 70'-10" 10'-6" 70'-10" 51'-8"
40'-0" 14'-61
2 19'-1 " 1
2 " 6'-4" 5'-4" 2'-1"
3'-7" 7'-312
" 1'-8" 4" 4'-0" 4" 3'-8" 2'-6" 10" 7'-10"
551 8'-6" 7
1 2
" 421
004
005
002
003 508 OPT. 8'-5" 10"
7 1
2 " 2'-4" 16'-2"
422 *
LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1887B
1887 SQ. FT. COVERED ENTRY 44 SQ. FT. GARAGE 429 SQ. FT. TOTAL REAR PATIO 102 SQ. FT. 1887 SQ. FT. 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 2668 26 SC 68
2668SC 20 3050 SH 4050 SL TEMP. GL. 3016 SL VARIES 4" MIN. 7" MAX. 5" 201 4068 BI-PASS
4068 BI-PASS
C HS

C HS HS C
20'-2-1/2" x 20'-0" CLEAR SPACE 2668 24 2468 68 C HS *
*
36 50 SH 70'-0" 10'-6" 70'-0" 51'-8"
40'-0" 14'-61
2 19'-1 " 1
2 " 6'-4" 7'-10"
7'-31
4 " 4" 1'-8" 4" 4'-0" 7'-31
4 " 1'-10" 6'-0"
8'-6"
421
004
005
002
003
428 2'-2" 8'-4"
TOP
521 650B BOT 7
1 2
" 2'-4" 16'-2" *
LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1887C
1887 SQ. FT. COVERED ENTRY 27 SQ. FT. GARAGE 429 SQ. FT. TOTAL REAR PATIO 102 SQ. FT. 1887 SQ. FT.

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1
8" PER FOOT MINIMUM IN DIRECTION INDICATED
201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN
422 STUCCO SOFFIT: HEIGHT PER PLAN
551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12
508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1
8" PER FOOT MINIMUM IN DIRECTION INDICATED
201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN
428 ARCHED STUCCO SOFFIT: HEIGHT PER PLAN
521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 2668 26 SC 68
2668SC 20 3050 SH 4050 SL TEMP. GL. 3016 SL VARIES 4" MIN. 7" MAX. 5" 201 4068 BI-PASS
4068 BI-PASS
C HS

C HS HS C
20'-2-1/2" x 20'-0" CLEAR SPACE 2668 24 2468 68 C HS *
*
40 50 SL 70'-0" 10'-6" 70'-0" 51'-8"
40'-0" 14'-61
2 19'-1 " 1
2 " 6'-4" 7'-10"
1'-8" 4" 4'-0" 4" 7'-3" 7'-312
" 1'-10" 6'-0"
3'-9" 3'-9" 551
8'-0"
421
005
002
003
508 OPT.
551 OPT. 004 8'-4" 2'-2" 8"
422 *
LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1887D
1887 SQ. FT. COVERED ENTRY 27 SQ. FT. GARAGE 429 SQ. FT. TOTAL REAR PATIO 102 SQ. FT. 1887 SQ. FT. FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR

C HS HS C
20'-2-1/2" x 20'-0" CLEAR SPACE 2668 24 2468 68 C HS *
* 70'-0" 10'-6" 70'-0" 51'-8"
40'-0" 14'-61
2 19'-1 " 1
2 " 6'-4" 7'-10"
1'-8" 4" 4'-0" 4" 5'-7" 5'-512
" 1'-10" 6'-0"
2'-9" 2'-9"
8'-0"
421
005
002
003
508
004 8'-4" 2'-2" 6" 30 50 SH 30 50 SH
3'-6"
521
535
LOW
HIGH
422 * *
LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1887E
1887 SQ. FT. COVERED ENTRY 27 SQ. FT. GARAGE 429 SQ. FT. TOTAL REAR PATIO 102 SQ. FT. 1887 SQ. FT. FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1
8" PER FOOT MINIMUM IN DIRECTION INDICATED
201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN
422 STUCCO SOFFIT: HEIGHT PER PLAN
521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
535 BATT & BOARD WALL FINISH
551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12
508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT
A1.1.3
MH
A1.1.3
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC
-WHA CC
xx-xx-xx
-2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

C
L!V-P1318-P2 PLAN 1887 REGENT PARK at Clovis
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO PLAN 1887B, C, D & E

ADDENDA FLOOR PLANS
AGENDA ITEM NO. 6.

T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. -2" -2" 521 1D3
19D3 3D3
21D325D3
25D2
26D4
AT SOFFIT 762

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
602 1x4
525 1x3
27D1
203
205
521 29D5 508 2'-7" 8'-6" SOFFIT 12 4
12 4
16D3
525
1X4
654 18'-9" ±698 AT WALL 536
509
TYP. 509
596
205
RIDGE RIDGE RIDGE RIDGE 4:12 4:12
4:12
4:12 4:12 4:12 4:12 4:12 VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY 25D1 802
810
ROOF AREA: ' ' SQ. FT.A
2,469
16D3
812
813
813 812 813
813
826
1'-0" 26D1
27D1
ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85
2'-8" 2'-8"
6 HIGH VENTS
6 LOW VENTS
837
PROVIDE 1" CONDUIT FROM

THE ELECTRIC PANEL TO
LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838

PROVIDE ROUTE FOR

SOLAR HEAT PUMP WATER HEATER
823
847
823 823

FOR SOLAR PHOTOVOLTAIC PANELS

LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C. T.G. T.G. 2D3 3D2
321
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1" 9'-1"DASHED LINE INDICATES CEILING BEYOND 25D4

AT SOFFIT
509
205 T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. T.G. T.G. 1 201 D3
25D3 3D2
321
25D4
AT SOFFIT2D3 AT DR OPT
698 536
509
TYP.
509
TYP. 509
TYP. 006
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C. 3D2
25D3 9'-1" 9'-1"
T.G. T.G. T.G. T.G. 536
509
TYP.
509
TYP. 509
TYP. 321

ROOF PLAN KEY NOTES
Name NOTE 802 CLASS 'A' ROOFING - LOW PROFILE CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW
812 STUCCO CEILING
813 STUCCO SOFFIT 823 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY
847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES

ELEVATION KEY NOTES
Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER

FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED
201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 509 STUCCO CONTROL JOINT - SEE DETAIL 27/D6 516 DECORATIVE FOAM ACCENT - SEE DETAIL 24/D4
521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 536 STUCCO OVER EAVE RIGID FOAM CORBEL - SIZE/SHAPE PER DETAIL 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 WOOD TRIM(S) - SIZE PER ELEVATION
654 FIBER CEMENT SHIPLAP PANELING 5/8" THICK (OR EQUIVALENT). FINISH: SMOOTH TEXTURE. EXPOSURE 7" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 ROOF TO WALL G.I. FLASHING 701 G.I. FLASHING
762 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC-WHA CC
xx-xx-xx -2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

DO NOT SCALE PLANS
2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C L!V-P1318-P2 PLAN 1887 REGENT PARK at Clovis
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.4
MH
A1.4
ELEVATION REFERENCE: A ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE ' S ' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0"
"EAGLE ROOFING" ICC# ESR-1900 2x6 NONE TIGHT 1D1 ROOF PLAN NOTES CONTEMPORARY SPANISH

1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH

SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS

LOW PROFILE
PLAN 1887A EXTERIOR

ELEVATIONS & ROOF
PLAN
AGENDA ITEM NO. 6.

T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. 1D3
19D3
3D321D3
25D3
27D4

AT SOFFIT
525 1x3
203
205
525 1x4
602 2x6
602 2x4
521
650B
761
-3.5" +0" 2'-8" 1'-0" 8'-6" 16D5
12 4 12 4
5D225D3
525 1x3
602 2x4
508 +10" +0" +10" +0" 7D5
19D4
INSIDE CORNER 15'-0"
701 16'-10" ±
698
509
TYP. 596

HIP HIP HIP HIP
VALLEY
VALLEY
VALLEY RIDGE 4:124:12 RIDGE 4:12 4:12 RIDGE 4:12 4:12 RIDGE 4:12 4:12 4:12
4:12
812
813 813
813
ROOF AREA: ' ' SQ. FT.A
2,459
810
24D1
28D1
826
1'-0" 1'-0"

PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER
PROVIDE 1" CONDUIT FROM THE

ELECTRIC PANEL TO LOCATION IN
ATTIC FOR PV SOLAR INSTALLATION 801 7'-0" 1'-6" 1'-6" ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 812 813
16D5
6 HIGH VENTS
6 LOW VENTS
837
838

FOR SOLAR PHOTOVOLTAIC PANELS

LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 823
823
823
847
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C. T.G. T.G. 2D3
3D2 9'-1" 9'-1"

DASHED LINE INDICATES CEILING
BEYOND 12 4
321
25D4

AT SOFFIT
509
T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. 25 201 D3
3D2 15'-0"
T.G. T.G.
12 4
25D4
AT SOFFIT2D3 AT DR OPT
698
698
509
TYP. 509
TYP. 205 1D3
006
321
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C. 3D2
25D3 9'-1" 9'-1"
12 4
T.G. T.G. 602 2x8
602 2x4
525 2x3
698
509
TYP. 509
TYP.

T.G. T.G. 321

ROOF PLAN KEY NOTES
Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW
812 STUCCO CEILING
813 STUCCO SOFFIT 823 MIN. 22"X30" CLEAR OPENING FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY
847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES

ELEVATION KEY NOTES
Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER

FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED
201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 509 STUCCO CONTROL JOINT - SEE DETAIL 24/D4 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS
602 WOOD TRIM(S) - SIZE PER ELEVATION
650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 ROOF TO WALL G.I. FLASHING 701 G.I. FLASHING
761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 T.O.P.

F.F./T.O.C. 9'-1"
201 15'-0"
701
5D21D319D3
3D321D3
25D3
27D4

AT SOFFIT
27D3
525 1x3
203
205
525 1x4
602 2x8
602 2x4
551
521
650B
761
-3.5" +0"
508 17D5
28D5
T.O.P.

F.F./T.O.C.
701 9'-1"
T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. 2'-8" 1'-0" 8'-6"
12 4 12 4
602 2x4
525 4x4 +10" +0"
5D4

INSIDE CORNER
701
551
602 2x8602 2x4
701
5D2
5D4

INSIDE CORNER
551
698
701
509
TYP.

DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC
-WHA CC
xx-xx-xx
-2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

C
L!V-P1318-P2 PLAN 1887 REGENT PARK at Clovis
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.5
MH
13052A1.5
2x8 2x8 1'-0" 1 D1.1 CONCRETE FLAT TILE 1'-0"
ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES MODERN

SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PLAN 1887B EXTERIOR

ELEVATIONS & ROOF
PLAN
AGENDA ITEM NO. 6.

RIDGE RIDGE RIDGE
4:12
4:12 4:12 4:12 4:12 4:12 RIDGE 4:12 4:12 VALLEY VALLEY RIDGE 4:12 4:12 812
813 813
813
812
813
24D128D1
ROOF AREA: ' ' SQ. FT.A
2,447 810
826

VALLEY VALLEY

VALLEY VALLEY
1'-6" 1'-6"
24D1
30D1
837 801
ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85
6 HIGH VENTS
6 LOW VENTS

PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER
PROVIDE 1" CONDUIT

FROM THE ELECTRIC

PANEL TO LOCATION IN

ATTIC FOR PV SOLAR
INSTALLATION 838

FOR SOLAR PHOTOVOLTAIC PANELS

LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 847
823
823 823
T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C.

GRID 36 50
4:12
4:12
4:12 2'-8"
5D21D4
1D319D3
3D321D3
25D3
26D4
25D3
602 2x4
602 2x4
701 20D4
525 1x3
203
205
525 1x4
650B
521
761 3'-0" 18'-9" ± 8'-6"
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12 4
701
698
509
TYP. 596

STORIES/ GRADE
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C.
60 GRID50
4:124:124:12 4:12
80 80 SLIDER T.G. T.G.

GRID 80 50
2D33D2
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1" 9'-1"

DASHED LINE INDICATES CEILING
BEYOND 12 4
321
25D4

AT SOFFIT
509
4:124:12
HEIGHT

STORIES/ GRADE
HEADER

PLATE HEIGHT
T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C.

GRID 20 50GRID 20 50
3D225D3
201

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
T.G. T.G.
12 4
25D4
AT SOFFIT2D3 AT DR OPT
20D4
602 2x4 3'-0"
698
698
509
TYP.
509
TYP. 509
TYP. GARAGE
26 68 205 1D3
006
321

STORIES/ GRADE
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C.
4:12
GRID 30 50 40GRID50 60GRID50
4:12 GRID 20 50
GRID 20 50
3D225D3
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1" 9'-1" 12 4
26 GRID20 T.G. T.G. 20D4
602 2x4 3'-0"
509
TYP.
509
TYP. 509
TYP.
40 GRID 30 50GRID16 T.G. T.G. 321

ROOF PLAN KEY NOTES
Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW
812 STUCCO CEILING
813 STUCCO SOFFIT 823 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY
847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES

ELEVATION KEY NOTES
Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER

FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED
201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 24/D4
521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 602 WOOD TRIM(S) - SIZE PER ELEVATION
650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 ROOF TO WALL G.I. FLASHING 701 G.I. FLASHING
761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC
-WHA CC
xx-xx-xx
-2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

C
L!V-P1318-P2 PLAN 1887 REGENT PARK at Clovis
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.6
MH
A1.6

PROGRESSIVE NAPA
2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 1 D1.1
ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES

SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PLAN 1887C EXTERIOR

ELEVATIONS & ROOF
PLAN
AGENDA ITEM NO. 6.

T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. 2'-8" 1D3
19D325D3
6D4
525 1x3
203
205
521
761 2'-8" 18'-9" ± 8'-0"
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12

6.5 525
1x6 626 23D4
4D3
3D321D3
508
525
1x6 2" 4" 2" 4" 5251x6 3D2
525 1x3
525 1x3
698
698
509
TYP. 596 RIDGE RIDGE 4:12 4:12 4:12 4:12

VALLEY VALLEY
VALLEY VALLEY 837
810
ROOF AREA: ' ' SQ. FT.A
2,447
813 812 813
813
826

PROVIDE ROUTE FOR
SOLAR HEAT PUMP WATER HEATER 801
812
813
VALLEY VALLEY 6.5:12 RIDGE 6.5:12 6.5:12 RIDGE 30D1
30D1
24D1
24D1
24D1
24D1
RIDGE ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85
6 HIGH VENTS
6 LOW VENTS
PROVIDE 1" CONDUIT FROM

THE ELECTRIC PANEL TO
LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 851
838

FOR SOLAR PHOTOVOLTAIC PANELS

LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 847
823
823
823
T.O.P.

F.F./T.O.C. F.F./T.O.C. T.G. T.G. 2D3
3D2
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1" 9'-1"

DASHED LINE INDICATES CEILING
BEYOND 12 4
321
T.O.P. 25D4

AT SOFFIT
509
T.O.P. 9'-1" 9'-1"T.O.P.

F.F./T.O.C. 3D2
25D3
201

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
T.G. T.G.
12 4
F.F./T.O.C.
25D4
AT SOFFIT2D3 AT DR OPT 321
698
698
509
TYP.
509
TYP. 509
TYP. 205 1D3
321
006
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C. 3D2
25D3
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1" 9'-1" 12 4
T.G. T.G.
321
509
TYP.
509
TYP. 509
TYP.

T.G. T.G. 321

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. 2'-8" 1D3
19D325D3
6D4
701
525 1x3
203
205
521
761 2'-8" 18'-9" ± 8'-0"
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12

6.5 T.O.P.

F.F./T.O.C. 9'-1"
T.O.P.

F.F./T.O.C. 201 9'-1"
27D3
551 6'-0"
551
508 10D3
3D321D3
626 23D4
525
1x6 2" 4" 2" 4" 1x6 525 3D2
14D4
525
4x4

RAISED PLATE
525
4x4 6'-0" 14D4
525
4x4 2'-8"
525
1x3 698
701
698
509
TYP.

ELEVATION KEY NOTES
Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER

FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED
201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 509 STUCCO CONTROL JOINT - SEE DETAIL 24/D4 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS
626 OUTLOOKER ASSEMBLY - WOOD (SIZE PER ELEVATION) 698 ROOF TO WALL G.I. FLASHING 701 G.I. FLASHING
761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 NOTE: 2 LAYERS OF OF GRADE 'D' BUILDING PAPER IS REQUIRED TO BE INSTALLED OVER ROOF WOOD SHEATHING. 2019 CRC R703.63 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE.

DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC
-WHA CC
xx-xx-xx
-2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

C
L!V-P1318-P2 PLAN 1887 REGENT PARK at Clovis
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.7
MH
A1.7
COTTAGE 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 3 D1.1
ELEVATION REFERENCE: D ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES

SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PLAN 1887D EXTERIOR

ELEVATIONS & ROOF
PLAN
AGENDA ITEM NO. 6.

T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. 3'-1" 1D3
19D325D3
XXD4
525 1x3
203
521
761 2'-8" 18'-9" ± 8'-0"
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12 8 4D3 3D3 21D3
508 3D2525 1x3
525 1x3
698
698 11D4
701
535 537
TYP TYP 206
595
2x4 601
601
2x4 5'-4" 28 D4.0
629 8'-0" BOT OF BM 3'-2" 2" 8"10" 596
509
TYP. RIDGE RIDGE 4:12 4:12 4:12 4:12 VALLEY VALLEY VALLEY VALLEY 837 810
ROOF AREA: ' ' SQ. FT.A
2,447
813 812 813
813
826
801
812
813 VALLEY VALLEY RIDGE 8:12 8:12 RIDGE 30D1
30D1
24D1
24D1
24D1
24D1
RIDGE ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85
6 HIGH VENTS
6 LOW VENTS 850
PROVIDE 1" CONDUIT FROM

THE ELECTRIC PANEL TO
LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 8:12 HIGH ROOF 4:12
4:12

PROVIDE ROUTE FOR
SOLAR HEAT PUMP WATER HEATER 838
823 823
823
847
11D4

LOW ROOF
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C. T.G. T.G. 2D3 3D2
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1" 9'-1"

DASHED LINE INDICATES CEILING
BEYOND 12 4
321
25D4

AT SOFFIT
509
T.O.P. 9'-1" 9'-1"T.O.P.

F.F./T.O.C. 3D2
25D3
201

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
T.G. T.G.
12 4
F.F./T.O.C.
25D4
AT SOFFIT2D3 AT DR OPT 321
698
698
28 D4.012 D4.0 18D3
537 535
509
TYP.
509
TYP. 509
TYP. 205 1D3
006
321
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C. 3D2
25D3
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1" 9'-1" 12 4
T.G. T.G.
321
509
TYP.
509
TYP. 509
TYP.

T.G. T.G. 321

ELEVATION KEY NOTES
Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER

FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED
201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 206 DECORATIVE WALL SCONCE - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 509 STUCCO CONTROL JOINT - SEE DETAIL 24/D4 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 535 CEMENTITOUS VERTICAL PANEL OVER 2 LAYERS BUILDING PAPER OVER 1/2" PLYWOOD SHEATHING OVER EPS FOAM BOARD OVER BUILDING PAPER. NOTE: EPS FOAM BOARD MAY BE OMITTED AT NON HABITABLE SPACES PROVIDED THE WALL PLANES OUT 537 1x3 WOD BATTS AT 16" O.C. 595 DECORATIVE GARAGE DOOR TEMPERED GLASS WINDOWS 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS
601 WOOD TRIM - SIZE PER ELEVATION
629 KNEE BRACE-OUTLOOKER WOOD ASSEMBLY (SIZE PER DETAIL) 698 ROOF TO WALL G.I. FLASHING 701 G.I. FLASHING
761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 NOTE: 2 LAYERS OF OF GRADE 'D' BUILDING PAPER IS REQUIRED TO BE INSTALLED OVER ROOF WOOD SHEATHING. 2022 CRC R703.63 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE.

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC-WHA CC
xx-xx-xx -2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

DO NOT SCALE PLANS
2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C L!V-P1318-P2 PLAN 1887 REGENT PARK at Clovis
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.8
MH
A1.8
PROGRESSIVE FARMHOUSE 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 3 D1.1 ELEVATION REFERENCE: E ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES

SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS 1'-6"
PLAN 1887E EXTERIOR

ELEVATIONS & ROOF
PLAN
AGENDA ITEM NO. 6.

AA1.3
BA1.3BA1.3
AA1.3 003 PRIMARY BDRM. VOL. CLG. CARPET 2:12 SLOPE 2:12 SLOPE 6'-0" 2'-0"
BI-PASS 4068
4050 SL 4050 SL 2046 SH 5050 SL TEMP. GL. 3016 SL
5050 SL TEMP. GL. 4050 SL 2050 SH 2050 SH 6050 SL 8050 XOX 8080 TEMP. GL. SLIDER 2880 2468
2468 2468 2668 2468 2668 PR. 28 SC 68 2868 2468 2468 2468 3068 3068 2668 16'-0" x 8'-0" SECT. GAR. DOOR 40'-0" 15'-2" 24'-10" 70'-0" 5'-8" 64'-4"
70'-0" 40'-0" 14'-0"
62'-0" GREAT RM. 9'-0" CLG. H.S REAR PATIO 9'-0" STUCCO CLG. CONC. PRIMARY BATH 9'-0" CLG. H.S. W.I.C. 9'-0" CLG. CARPET HALL 9'-0" CLG. H.S. BDRM. 3 9'-0" CLG. CARPET KITCHEN 9'-0" CLG. H.S. PANTRY 9'-0" CLG. H.S. SERV. 9'-0" CLG. H.S.BATH 3 9'-0" CLG. H.S. BDRM. 2/OPT. MULTI-GENERAL SUITE 9'-0" CLG. CARPET HALL 9'-0" CLG. H.S ENTRY 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONC. COVERED ENTRY 9'-0" STUCCO CLG. CONC. DEN/ OPT. BDRM. 4/ OPT. DINING/ 9'-0" CLG. CARPET BATH 2 AGING-IN PLACE 9'-0" CLG. H.S.

C HS C HS HS C
C HS
VARIES
4" MIN. 7" MAX.
5"
5" TECH 9'-0" CLG. H.S.

C HSC HS

C HS HS C
30 SC 80
20'-5" x 20'-2 1/2" CLEAR SPACE
OMIT WINDOW AT PANTRY OPT. SC 3050 SH 3050 SH
6'-0" 2'-0" 18'-11" 7'-1"
BI-PASS 5068 * *
*
*
* 428 8'-6" 428 8'-0" 10" 5"1'-3" 3'-0" 2'-7"
10"
20'-6" 18'-7" 7'-7"
14'-4" 7'-7"
1'-11" 11'-4" 6'-5" 9'-5" 5'-8" 5'-8" 6'-5" 3'-0" 2'-0" 10'-0" 2'-4" 12'-10" 12'-0" 1'-4" 9'-4" 1'-4" 12'-3" 3'-1" 2'-8
1 2
" 5'-4" 2'-9
1 2
" 3'-4" 18'-8" 12'-6
1 2
" 5'-5
1 2
" 2'-9" 1'-0" 5'-4" 2'-9" 5'-6
1 2
" 10'-5
1 2
" 7" 3'-9" 1'-4" 2'-5" 16'-2" 4" 2'-9" 3'-10" 6" 2'-10" 3'-7" 3'-6" 4'-1" 14'-4"
7'-6" 2'-2" 2'-0" 6'-4" 6'-6" 6'-0" 6'-0" 4'-8" 3'-0" 2'-8" 10" 3'-10" 5'-8"
7" 7" 7"
4'-1
1 2
"
5'-9" 2'-5
1 2
" 5'-10" 3'-9" 2'-0" 7'-3
1 2
" 6'-5" 7'-7" 1'-9" 1'-10" 3'-3
1 2
" 6
1 2
" 1'-4" 5'-3
1 2
" 3'-9" 3'-0" 2'-9
1 2
" 5'-7" 8
1 2
" 5" 4'-0" 4" 3'-9"
1'-3
1 2
"1'-0" 30" MIN. 2'-0" MIN.1'-3" 30" MIN.2'-0" MIN. 4'-8" 2'-3 1 2
" 2'-0" 1'-9
1 2
" 6'-2
1 2
" 3'-8" 3'-1" 5'-1
1 2
"
5'-3
1 2
" 4'-1
1 2
" 1'-5" 3'-1" 5'-0" 6'-5" 5" 5" 4'-0" 4'-9
1 2 1'-10 " 1
2 " 11'-4" 3'-2" 2'-7" 2'-11" 6'-7" 2'-0
1 2
" 4'-10" 30" MIN.2'-0" MIN. 1'-3" 2'-1
1 2
" CLEAR DRIVING PATH 3'-3
1 2
" 5'-1" 3'-3
1 2
" 2'-6" 2'-6" 2'-10" 1'-3
1 2
" 3'-3" 3'-4" 3'-1
1 2
"
6'-4"
10'-8" 451 355 359 321 421 004 351 460 459 401 8'-0" 110 101 101 005 002 006 380 381 393 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 462 462
462
462
462 462
462 464 459 460 393 393 386 382 44"x44" 375 #546042BC GELCOAT TUB 386 382 455 48"x36" 372 373 459 460 OPT. FIREPLACE BY "HEATILATOR" MODEL xxx ANSI Z21.88-2002 8'-0" 421 8'-0" 416 322 422 422 465 364454 465 004 399 341 312 309 302 111 105 465 468 490 442 2x6 2" 201 224 225 346 228 227 252 226 3'-0" MAX OPT 464 497 427 5'-5
1 2
" 6'-3" 14'-4" FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2007A 2007 SQ. FT. COVERED ENTRY 54 SQ. FT. GARAGE 433 SQ. FT. TOTAL REAR PATIO 68 SQ. FT. 2007 SQ. FT. 7'-0" 8" 3'-3" 2'-6
1 2
" 4" 8'-0" 401 8'-0" 401 BUTLER'S 9'-0" CLG. H.S. DINING 9'-0" CLG. CARPET C HS HS C 5'-3
1 2
" 2'-7" 2046 SH 5050 SL 2468 2468 2468 3068 PANTRY 9'-0" CLG. H.S. BATH 2 AGING-IN HS C OMIT WINDOW AT PANTRY OPT. * 2'-8
1 2
" 459
2046 SH 5050 SL TEMP. GL. 3016 SL
SC 2868 2468 3068
TRY
G. SERV. ENTRY 9'-0" CLG. H.S.

G. BATH 2 AGING-IN PLACE 9'-0" CLG. H.S.
4" MIN. 7" MAX. 5" TECH 9'-0" CLG. H.S.
30 SC 80
OMIT WINDOW AT PANTRY OPT. 3050 SH 3050 SH * *
* 2668
2468
2468
2668 6'-5" HS C 3050 SH 3050 SH
462 459 BEDRM. 4a 9'-0" CLG. CARPET
10'-5
1 2
" 5'-6
1 2
" 5'-4" INT. ACCESS LIVING 9'-0" CLG. CARPET C HS HS C HALL 9'-0" CLG. H.S C HS 5'-2
1 2
" 2'-3" 4'-9
1 2
" 2'-9" 3'-10" 6" 6'-5" 4'-1" 21'-1" 3'-6"
2868 4'-8" 3'-11" PANTRY 9'-0" CLG. H.S. 9'-10
1 2
" 3'-4
1 2
"
5'-10" 2'-0"
10'-8" 1'-0" 5'-4"
2468 462 455
3'-7" 6'-6" 462
2046 SH 5050 SL 68 2468 68 3068 PANTRY 9'-0" CLG. H.S. BATH 2 AGING-IN HS C TECH 9'-0" CLG. H.S. OMIT WINDOW AT PANTRY OPT. * BEDRM. 4 9'-0" CLG. 2'-7" CARPET 9'-10 1 2
" C HS
10'-8" 1'-6
1 2
" 1'-0" 5'-0" 6'-5" 5'-4" 5'-4"
BI-PASS 5068 2668
1'-8
1 2
" FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT (WALL ASSEMBLY USED FOR SEPARATION) SHALL BE SEPARATED FROM THE RESIDENCE BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE 105 GARAGE AND/OR CARPORT ATTIC (CEILING ASSEMBLY USED FOR SEPARATION) SHALL BE SEPARATED FROM THE RESIDENCE'S ATTIC BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQUIVALENT. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 111 EGRESS DOOR TO PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 224 LOCATION OF SYSTEM ISOLATION/TRANSFER SWITCH (MOUNTED NOT RECESSED). INSTALL WITHIN 3 FEET OF MAIN PANEL BOARD PER CENC 150.0(S)4 225 14"X14" PV CIRCUIT PANEL. NO PROTECTION REQUIRED 226 ACCESS PANEL 227 BACKUP SUB PANEL 228 SPLICE BOX 252 SOLAR READY BOX 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER. (18" PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING AND TANKS PER Cenc 150.0 (i) & WATER HEATING SYSTEMS PER Cenc 150.0(n) 309 TEMPERATURE AND PRESSURE RELIEF VALVE: DISCHARGE LINE TO THE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (ELECTRIC APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) IN ATTIC ON 6' X 12' PLATFORM 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 341 14"x8" MAKE-UP AIR VENT - UNDER-CUT THE DOOR 1 INCH 344 WHOLE-BUILDING VENTILATION FAN PER ASHRAE 62.2, SECTION 4 PER CEnC 150.0(o). 346 LOCATION OF ENERGY STORAE SYSTEM (ESS) PER CENC. 150.0(S). LOCATION PER CRC SECTION 328.3.1 AND R328.4 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH FOOD DISPOSER 359 DISHWASHER 364 COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT TO OUTSIDE). THE VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED., AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE MARKING LISTED ON THE UNIT. 2022 CMC 921.3.2 & 921.4.3 372 WASHER SPACE WITH RECESSED WATER BOX AND DRAIN 373 DRYER SPACE 374 SHELF ABOVE - OPT. CABINETS (SEE INTERIOR ELEV.) 375 DROP-IN TUB - SIZE PER PLAN 380 TUB/ SHOWER 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR (MIN. 22" WIDTH)/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - 36"X60"X76" MODEL 1603DTS - GELCOAT SURFACE - BY AQUATIC. (MIN. 1,024 S.I. FLOOR AREA) 393 TOILET - PROVIDE MINIMUM 24"x30" CLEAR FLOOR AREA IN FRONT OF TOILET 399 24" x 16" SHAMPOO TRAY. BOTTOM OF TRAY AT 48" - SLOPE 1 4" TO DRAIN. 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CEnC 150.0(a)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 442 2X PONY WALL - SIZE & HEIGHT PER PLAN 443 2x CRIPPLE WALL - SIZE PER PLAN 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 454 DESK 455 LINEN 457 LINEN (LOW ONLY) 458 LINEN (UPPER ONLY) 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE - LOCATE POLE 66" A.F.F.; PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 463 DOUBLE SHELF & POLE 464 WIRE SHELF/SHELVES 465 VANITY 468 COAT CLOSET 490 BATHTUB REINFORCEMENT TO BE CONTINUOUS ON EACH SIDE OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES ABOVE THE BATHTUB RIM 497 WATER CLOSET REINFORCEMENT TO BE FLOOR-MOUNTED OR FOLDAWAY OR SIMILAR ALTERNATIVE GRAB BAR REINFORCEMENT TO BE PROVIDED IN ADDITION TO THE BACK WALL REINFORCEMENT. ACTUAL GRAB BARS NOT REQUIRED PER CODE 2'-7" 2468 2468HS C * 2'-8
1 2
"
2468 464
462 A1.1.1 MH A1.1.1 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -XX-XX-2023-2020325.00 03-02-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C REGENT PARK RIVERSTONE 2020325.00 - P2013 (P2)
REGENT PARK - PLAN 2007
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO PLAN 2007A FLOOR & FLOOR PLAN OPTIONS = 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. (*) INDICATES WINDOW REQUIRED FOR EMERGENCY ESCAPE AND RESCUE WINDOW TO MEET THE REQUIREMENTS OF CRC R310 1. 5.7 SQUARE FEET NET CLEAR OPENING SIZE REQUIRED FOR MINIMUM EGRESS 2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION 3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION 4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW SILL FROM FINISH FLOOR 3050 SH * TEMP. GL. * REQUIRED FLOOR CLEARANCES AT WATER CLOSETS -TYPICAL 1'-3" 1'-3" MIN. 2'-0" 2'-6"MIN. FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 SEE SHEET A1.1.3 FOR ADDENDA FLOOR PLANS NAILING SCHEDULE IS IN SHEET SD.2 238 4050 SL 4050 SL
70'-0" 64'-4"
4'-0" 40'-0" 14'-4" 4'-6" 18'-11" 6'-9" 2'-5" 16'-2"
4'-4" 4" 2'-7" 4'-0" 2" 2'-11" 6'-11"
FX 2650
3 1
2 " 5
1 2
" 422 8'-4" 551 551 003 002 005 004 421 8'-4"
4" OPT. OPT.
50 TEMP. GL. 3016 SL 3068
3068 16'-0" x 8'-0" SECT. GAR. DOOR BDRM. 2/OPT. MULTI-GENERAL SUITE 9'-0" CLG. CARPET HALL 9'-0" CLG. H.S ENTRY 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONC. COVERED ENTRY 9'-0" STUCCO CLG. CONC. CARPET BATH 2 AGING-IN PLACE 9'-0" CLG. H.S. C HS 5" 30 SC 80 20'-5" x 20'-2 1/2" CLEAR SPACE BI-PASS 5068
70'-4"
* * FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2007B 2007 SQ. FT. COVERED ENTRY 40 SQ. FT. GARAGE 433 SQ. FT. TOTAL REAR PATIO 68 SQ. FT. 2007 SQ. FT. 3050 SH 3050 SH 70'-0" 64'-4"
6'-0" 40'-0" 14'-0" 2'-10" 5'-5" 18'-11" 7'-1" 2'-5" 16'-2"2'-0" 4" 2'-7" 4'-0" 6" 5'-9" 3050 SH 8'-6" 002 005 003 428 8'-0" 428 8'-0" 3'-0" 2'-7" 5" 2x6" 2x6" 5050
TEMP. GL. 3016 SL 3068
3068 16'-0" x 8'-0" SECT. GAR. DOOR BDRM. 2/OPT. MULTI-GENERAL SUITE 9'-0" CLG. CARPET HALL 9'-0" CLG. H.S ENTRY 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONC. COVERED ENTRY 9'-0" STUCCO CLG. CONC. CARPET BATH 2 AGING-IN PLACE 9'-0" CLG. H.S. C HS 5" 30 SC 80 20'-5" x 20'-2 1/2" CLEAR SPACE BI-PASS 5068
70'-0" 610 610 * *
* FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2007C 2007 SQ. FT. COVERED ENTRY 54 SQ. FT. GARAGE 433 SQ. FT. TOTAL REAR PATIO 68 SQ. FT. 2007 SQ. FT. 5050
TEMP. GL. 3016 SL 3068
3068 16'-0" x 8'-0" SECT. GAR. DOOR BDRM. 2/OPT. MULTI-GENERAL SUITE 9'-0" CLG. CARPET HALL 9'-0" CLG. H.S ENTRY 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONC. COVERED ENTRY 9'-0" STUCCO CLG. CONC. CARPET BATH 2 AGING-IN PLACE 9'-0" CLG. H.S. C HS 5" 30 SC 80 20'-5" x 20'-2 1/2" CLEAR SPACE BI-PASS 5068 4050 SL
70'-0" 64'-4"
3'-5" 40'-0" 14'-0" 2'-10" 11'-2" 18'-11" 7'-1" 16'-2" 4" 2'-7" 4'-0" 6" 4'-0" 4'-0" 8'-0" 4'-7" 5"
2'-0" 8'-0" 551 421 004 005002 003 508 OPT. 551 OPT. 551 OPT. 70'-0" 2" 8'-0" 3'-0" 8" 2'-5" 422 * Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 610 WOOD POST - SIZE PER PLAN FLOOR PLAN KEY NOTES FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 18" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT: HEIGHT PER PLAN 610 WOOD POST - SIZE PER PLAN FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2007D 2007 SQ. FT. COVERED ENTRY 68 SQ. FT. GARAGE 433 SQ. FT. TOTAL REAR PATIO 68 SQ. FT. 2007 SQ. FT. 70'-0" 64'-4"
3'-5" 40'-0" 14'-0" 2'-10" 11'-2" 18'-11" 7'-1" 16'-2" 4" 2'-7" 4'-0" 6" 2'-2" 3'-6" 8'-0" 4'-7" 5"
3'-0" 8'-0" 421 004 005002 003
70'-0" 5'-6" 2'-5" 422
5050
TEMP. GL. 3016 SL 16'-0" x 8'-0" SECT. GAR. DOOR BDRM. 2/OPT. MULTI-GENERAL SUITE 9'-0" CLG. CARPET HALL 9'-0" CLG. H.S ENTRY 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONC. COVERED ENTRY 9'-0" STUCCO CLG. CONC. CARPET BATH 2 AGING-IN PLACE 9'-0" CLG. H.S. C HS 20'-5" x 20'-2 1/2" CLEAR SPACE BI-PASS 5068 3050 SH 3050 SH 521 535 LOW HIGH 521 535 LOW HIGH 521 535 LOW HIGH 521 535 LOW HIGH 1'-7" 6" 9" 2'-4" 8'-3 1 2
" 626 * * FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2007E 2007 SQ. FT. COVERED ENTRY 68 SQ. FT. GARAGE 433 SQ. FT. TOTAL REAR PATIO 68 SQ. FT. 2007 SQ. FT. Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 535 BATT & BOARD WALL FINISH 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 610 WOOD POST - SIZE PER PLAN 626 OUTLOOKER ASSEMBLY ABOVE - WOOD (SIZE PER ELEVATION) FLOOR PLAN KEY NOTES A1.1.2 MH A1.1.2 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -XX-XX-2023-2020325.00 03-02-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C REGENT PARK RIVERSTONE 2020325.00 - P2013 (P2)
REGENT PARK - PLAN 2007
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO PLAN 2007B, C, D & E ADDENDA FLOOR PLANS 239
T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 521 650B 1D3 19D3 3D3 21D3 25D3 25D2 26D4 @ SOFFIT 762 26D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 602 1x4 602 1x4 525 1x3 521 27D1 203 16'-10" ± 205 8'-6" 16D3 525 1x4 4" 525 1x4 698 698 536 509 TYP. 596 595 4:12
4:12
4:12
4:12 4:12
RIDGE
RIDGE
RIDGE RIDGE 2'-6" 2'-6" 16D3 26D1 25D1 837 ROOF AREA: ' ' SQ. FT.A 2,518 802 810 826 ROOF AREA: ' ' SQ. FT.B 43 812 813 812 813 813 813 ARCHED 27D1 1'-0" ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATERFOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 7 HIGH VENTS 7 LOW VENTS 1 VENT 847T.G. T.G. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 2D3 3D2 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 8'-0" DASHED LINE INDICATES CEILING BEYOND 521 004 321 509 TYP. 509 T.G. T.G. T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 25 201 3 D3 D2 698 321 205 T.O.HEEL 762 521 1D3 006 TYP 536 509 TYP. 509 TYP. 509 TYP. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. T.G. T.G. 3D2 25D3
8'-0" OMIT WINDOW AT PANTRY OPT. 25D4 762 004 521 TYP 698 536 509 TYP. 509 TYP. ROOF PLAN KEY NOTES Name NOTE 802 CLASS 'A' ROOFING - LOW PROFILE CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 27/D6 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 536 STUCCO OVER EAVE RIGID FOAM CORBEL - SIZE/SHAPE PER DETAIL 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 762 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9 PSF - CONCRETE LOW PROFILE 'S' TILE DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM-XX-XX-2023 -2020325.00 03-02-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C REGENT PARK RIVERSTONE 2020325.00 - P2013 (P2) REGENT PARK - PLAN 2007
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.4 MH A1.4 PLAN 2007A EXTERIOR ELEVATIONS & ROOF PLAN ELEVATION REFERENCE: A ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE ' S ' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 2x6 NONE TIGHT 1D1 ROOF PLAN NOTES CONTEMPORARY SPANISH 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS LOW PROFILE 240 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C.
18'-3
1 2
" ±
5D2
1D3 19D3
3D3 21D3 25D3 004 203 525 1x4 602 2x6 602 2x4 602 2x4 521 650B 761 27D4 AT SOFFIT 8'-4" 205 +0" 29D5 25D31'-6"-2"13D4 19D4 602 2x8 701 698 14D4 701 525 1x3 698 595 509 TYP. 596 T.G. T.G. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 3D2
2D3
8'-0" 761 521 25D4 AT SOFFIT 25D3 004 321 T.G. T.G. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 1 201 D3 25D3
3D2 321 205 19D4 701 698 650B 29D5 VERIFY 006 521 TYP 761 509 TYP. 509 TYP. 509 TYP. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. T.G. T.G.
3D2 25D3
8'-0" 602 2x8 602 2x8 602 2x4602 2x4 701 25D4 698 698 761 004 14D4521 TYP OMIT WINDOW AT PANTRY OPT. 509 TYP. 509 TYP. ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES ELEVATION KEY NOTES Name NOTE 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 4" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 509 STUCCO CONTROL JOINT - SEE DETAIL 29/D5 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9 PSF - CONCRETE FLAT TILE ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 4:12
4:12
4:12
4:12 4:12 4:12 4:12 4:12
4:12 4:12
4:12 4:12
RIDGE
R

RIDGE HIP HIP

HIP HIP HIP HIP

HIP HIP HIP HIP
VALLEY
VALLEY
VALLEY R 813 813 813 812 837 ROOF AREA: ' ' SQ. FT.A 2,547 810 826 801 839 839 24D1 28D1 24D1 813 812 29D1 1'-6" 1'-0"1'-0" HIP HIP ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 839 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 6 HIGH VENTS 7 LOW VENTS 847 R FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C.
18'-3
1 2
" ±
5D2
3D3 21D3 25D3 26D3 525 1x4 602 2x4 551 521 650B 761 8'-4" 205 T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. T.G. 201 27D4 @ SOFFIT +0" 1'-6"-2" 602 2x6 602 2x4 602 2x8 701 1D5 13D4 5D4 19D4 701 602 2x8 602 2x8 602 2x4602 2x4 701 203 698 701 14D4 1D3 19D3 004 525 1x3 698 14D4 698 698 650B 521 551 595 509 TYP. 596 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -XX-XX-2023-2020325.00 03-02-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C REGENT PARK RIVERSTONE 2020325.00 - P2013 (P2)
REGENT PARK - PLAN 2007
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.5 MH A1.5 PLAN 2007B EXTERIOR ELEVATIONS OPTIONS & ROOF PLAN 2x8 2x8 1'-0" 1 D1.1 CONCRETE FLAT TILE 1'-0" ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES MODERN 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS 241 4:12 4:12
4:12
4:12
4:12
4:12
4:12 4:12
4:12
4:12 RIDGE

RIDGE VALLEY
VALLEY
VALLEY
RIDGE
RIDGE HIP 813 813 812 813 837 839 839
VALLEY
VALLEY 812 813 813 ARCHED ARCHED 839 29D1 24D1 30D1 29D1 ROOF AREA: ' ' SQ. FT.A 2,561 810 826 80130D1 1'-6" 1'-6" VALLEY ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 6 HIGH VENTS 7 LOW VENTS 847 STORIES/ GRADE T.O.P. F.F./T.O.C. 9'-1" T.O.P. F.F./T.O.C. GRID 3050 GRID 3050 4:12 4:12
4:12
19'-11
1 2
" ± F.G. 3'-0" 6D2
1D4
3D3 21D3 25D3 26D4 AT SOFFIT 25D3
8'-6"
13'-1
1 2
" T.O.P. 602 2x4 602 2x4 698 13D4 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 525 1x4 650B 521 761 205 9D4 701 602 2x4 515 -1" 698
1D3 19D3 004 203 525 1x3 602 2x8 14D4 595 TYP. 509 596 9'-1" TOP OF ROOF FINISH MATERIAL 60GRID50 4:12
4:12
4:12
4:12 HEIGHT STORIES/ GRADE HEADER PLATE HEIGHT T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 80 SLIDER T.G. T.G. GRID 8050
2D3
3D2 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
8'-0" DASHED LINE INDICATES CEILING BEYOND 25D4 AT SOFFIT 25D3 521 761 004 321 509 TYP. GARAGE 2668 40GRID50 50GRID50 T.G. T.G. 201 STORIES/ GRADE T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C.
4:12 4:12 GRID 2050 GRID 2050
3D2 25 201 D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 205 8'-0" 13D4 3'-0" 602 2x4 1D4 602 2x4650B 26D4 761 004 1D3 321 006 761 521 TYP 698 509 TYP. 509 TYP. 509 TYP. 509 TYP. STORIES/ GRADE T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. GRID 50 2046 GRID 30 50 GRID16 T.G. T.G. 4:12 40GRID50 40GRID50 GRID 3050 3D2 25D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 8'-0" 25D4 004 701 698 2x4 602 2x8 14D4 602 521 602 2x4 602 2x4 761 OMIT WINDOW AT PANTRY OPT. 509 TYP. 509 TYP. 509 TYP. ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 27/D6 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 536 STUCCO OVER EAVE RIGID FOAM CORBEL - SIZE/SHAPE PER DETAIL 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 762 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9 PSF - CONCRETE LOW PROFILE 'S' TILE ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -XX-XX-2023-2020325.00 03-02-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C REGENT PARK RIVERSTONE 2020325.00 - P2013 (P2)
REGENT PARK - PLAN 2007
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.6 RAA1.6 PLAN 2007C EXTERIOR ELEVATIONS & ROOF PLAN PROGRESSIVE NAPA 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 1 D1.1 ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS 242 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 25D3 521 761
2'-8"
19'-0
1 2
" ±
8'-0" PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12 6.5 3D3 21D3 11D4 591 24"x60" 525 1x6
6D4 626 23D4 525 1x6 525 1x6
4D3 508 4" 2" 2" 4" 205 203 1D3 19D3 004 525 1x3 +0" +8" TYP. 509 596 TOP OF ROOF FINISH MATERIAL 4:12 RIDGE 4:12
4:12 RIDGE 4:12 4:12 4:12 RIDGE
VALLEY
VALLEY 813 813 812 813 839 839
VALLEY
VALLEY 839
VALLEY
VALLEY

6.5:12 RIDGE 6.5:12 ROOF AREA: ' ' SQ. FT.A 2,576 810 826 80130D1 812 813 813 24D1 24D1 30D1 30D1 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 6 HIGH VENTS 7 LOW VENTS 847 T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. T.G. T.G. 2D3
3D2 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
8'-0" DASHED LINE INDICATES CEILING BEYOND 25D4 AT SOFFIT 25D3 521 761 004 321 509 TYP. T.G. T.G. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 3D2 25 201 D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 205 8'-0" 6D4525 1x6 1D3 006 004 521 761 321 626 509 TYP. 509 TYP. 509 TYP. 509 TYP. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. T.G. T.G.
3D2 25D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 8'-0" 25D4 004 761 626 521 OMIT WINDOW AT PANTRY OPT. 509 TYP. 509 TYP. 509 TYP. ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 4" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 29/D5 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION) SEE DETAIL 17/D6 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 WOOD TRIM(S) - SIZE PER ELEVATION 626 OUTLOOKER ASSEMBLY - WOOD (SIZE PER ELEVATION) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9 PSF - CONCRETE FLAT TILE T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 1D3 19D3 25D3 525 1x3 203 521 761 3'-0"
18'-9" ± PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12 6.5 T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 8'-0" 26D3 551 525 1x6 525 4x4 3D3 21D3 17D3 11D4 591 24"x60" 6D4 626 23D4 508
8'-0" 2" 4" 2" 4" 10D3 TYP. 509 596 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -XX-XX-2023-2020325.00 03-02-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C REGENT PARK RIVERSTONE 2020325.00 - P2013 (P2)
REGENT PARK - PLAN 2007
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.7 MH A1.7 PLAN 2007D EXTERIOR ELEVATIONS OPTIONS & ROOF PLAN COTTAGE 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 3 D1.1 ELEVATION REFERENCE: D ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS Show Keynote NO GRID 243
T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 25D3 521 761
2'-8"
19'-10
1 2
" ±
8'-0" PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12 8 3D3 21D3 30D4
6D2 205 203
1D3 19D3 004
1'-2"
3'-2" 2" 8"10" 595 535 537 TYP TYP 206 5D1 601 2x4 698 601 2x4 521 701 596 601 701 2x4 601 2x4 4:12 6D3 RAISED PLATE 629 BOT OF BM
8'-0"12D3 509 TYP. TOP OF ROOF FINISH MATERIAL
4:12 RIDGE 4:12
4:12 RIDGE 4:12 4:12 4:12 RIDGE
VALLEY
VALLEY 813 813 812 813 839 839
VALLEY
VALLEY 839

VALLEY VALLEY
8:12 RIDGE ROOF AREA: ' ' SQ. FT.A 2,576 810 826 80130D1 812 813 813 24D1 17D1 30D1 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 837 8:12 6
6 D1 D1
5D1 LOW ROOF 801 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 847 24D1 6 HIGH VENTS 7 LOW VENTS T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. T.G. T.G. 2D3
3D2 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
8'-0" DASHED LINE INDICATES CEILING BEYOND 25D4 AT SOFFIT 25D3 521 761 004 321 509 TYP. T.G. T.G. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 3D2 25 201 D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 205 8'-0" 12D3 1D3 006 004 521 761 321
8'-0" 701 BOT OF BM
2'-8" 2x4 601 701 30D4 601 2x4 535 537 TYP TYP 509 TYP. 509 TYP. 509 TYP. 509 TYP. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. T.G. T.G.
3D2 25D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 8'-0" 25D4 004 761 601 521 22D3 2x4 PER PLAN 629 30D4 701 OMIT WINDOW AT PANTRY OPT. 509 TYP. 509 TYP. 509 TYP. Name NOTE 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 4" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 29/D5 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 535 CEMENTITOUS VERTICAL PANEL OVER 2 LAYERS BUILDING PAPER OVER 1/2" PLYWOOD SHEATHING OVER EPS FOAM BOARD OVER BUILDING PAPER. NOTE: EPS FOAM BOARD MAY BE OMITTED AT NON HABITABLE SPACES PROVIDED THE WALL PLANES OUT 537 1x3 WOD BATTS AT 16" O.C. 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION) SEE DETAIL 17/D6 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANEL 601 WOOD TRIM - SIZE PER ELEVATION 626 OUTLOOKER ASSEMBLY - WOOD (SIZE PER ELEVATION) 629 KNEE BRACE-OUTLOOKER WOOD ASSEMBLY (SIZE PER DETAIL) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9 PSF - CONCRETE FLAT TILE ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -XX-XX-2023-2020325.00 03-02-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C REGENT PARK RIVERSTONE 2020325.00 - P2013 (P2)
REGENT PARK - PLAN 2007
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.8 MH A1.7 PLAN 2007E EXTERIOR ELEVATIONS OPTIONS & ROOF PLAN PROGRESSIVE FARMHOUSE 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 3 D1.1 ELEVATION REFERENCE: E ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS 1'-6" 244 A
A1.3
A
A1.3
B A1.3 B A1.3
508
PRIMARY BDRM. VOL. CLG. CARPET
2:12 SLOPE 2:12 SLOPE 8'-8" 8'-8" 6
1 2
" 11'-8" 6
1 2
" 5'-51
2 " 5'-51
2 " 12'-0" 16'-0" 15'-8" 3'-0" 10'-2" 2'-6" 3'-01
2 " 6'-11" 6'-01
2 " 6'-0" 6'-0" 2'-0" 18'-6" 1'-11" 5'-0" 1'-11" 10'-8" 5'-10" 10'-0" 12'-71 2 " 10'-4" 10'-9" 5'-0" 5'-0" 2'-91
2 " 3'-01
2 " 1'-9" 8'-11" 6'-9" 25'-0" 2'-01
2 "
1'-8" 5'-8" 2'-11" 2'-1" 16'-2" 1'-0" 2'-0" 5'-0" 5" 2'-9" 7" 7" 10'-3" 1'-4" 6'-41
2 6'-4 " 1
2 " 3'-111
2 3'-4 " 1
2 " 4'-5" 3'-0" 4'-9" 2'-3"
2'-7" 3'-1" 10'-0" 4" 2'-7" 5" 2'-6"
3'-31
2 " 5'-8" 1'-10" 2'-7" 3'-111
2 " 3'-7" 3'-51
2 " 2'-7" 5'-91
2 " 7'-7" 6'-9" 2'-9" 3'-2" 2'-0" 2'-0" 8'-0" 3'-6" 5'-0" 3'-11"3'-71 2 " 2'-6" 3'-0" 21'-0" 4" 5'-01
2 " 9
1 2
"
2'-51
2 " 1'-0" 5" 8'-8" 5'-9" 11'-31
2 " 3'-11" 5'-81
2 " 2'-7" 6'-0" 5'-9" 2'-6" CLR.
6'-5" 11" 6'-41
2 " 3'-6" 6'-6" 2'-10" 2'-101
2 "
4'-51
2 "
3'-41
2 " 2" 7
1 2
" 3'-31
2 " 1'-81
2 " 3'-3"
3'-51
2 " 1'-0"
3'-71
2 "
321
421
004
309
101
101
006
359 355
451
351 459 460
372 373
459 460
322
460 OPT. 381 380
393
393
393
375 #546042BC GELCOAT TUB
386
382 44"x44" 462
462
462 462 462
462
416
401 8'-0"
401 8'-0"
401 8'-0"
401 8'-0"
401 8'-0"
110
003
8'-0"
459
460
422
421 004
428 8'-4" 428 8'-4" 002 462
386
382 34"x60" 30" DIA. CIRCLE PROVIDED AT SHOWER
453 5 SH.
401 8'-0"
459
442 2x6
399
20'-2 1/2"x 20'-1/2" CLEAR SPACE
364
341
442 2x4
105
201
224
225
346
228
227
252
226 3'-0" MAX
302 111. 465 457
005
427 465 465
468 2'-9"
3 1
2 "
336 464 OPT
497 496 465 JUNIOR SUITE
LIVING ROOM/ OPT. BDRM. 4
9'-0" CLG. CARPET
C
A1.3

KITCHEN
9'-0" CLG. H.S.

GREAT RM. 9'-0" CLG. H.S
COVD. ENTRY
9'-0" CLG. CONC.

W.I.C. 9'-0" CLG. CARPET BDRM. 2
9'-0" CLG. CARPET
ENTRY
9'-0" CLG. H.S. 3068
4068 BI-PASS 2468
2668
2468
2868 21080
2868
3050 SH 2050 SH 2050 SH 3050 SH 3050 SH 6050 SL 2040 SH 50 SL 8050 XOX 2868SC
16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80
3050 SH 3050 SH TEMP. GL. 4050 SL
JUNIOR SUITE/ OPT BDRM 3
9'-0" CLG. CARPET TEMP. GL. 3016 SL DINING
9'-0" CLG. H.S.

FLEX
9'-0" CLG. H.S.

SERVICE
9'-0" CLG. H.S. BA. 2
9'-0" CLG. H.S. 2 CAR GARAGE
9'-0" CLG. CONC.

OUTDOOR RM
9'-0" CLG. CONC.
17'-4" 12'-9" 10'-11" 70'-0"
41'-0" 19'-3" 10'-2" 11'-7"

C HS C HS

C HS C HS
2468
2468 PRIMARY BATH
9'-0" CLG. H.S. C HS 8'-10" 73'-0" 73'-0" 2'-0"
41'-0" 2'-6" 5" 5" VARIES
4" MIN. 7" MAX. 5068 BI-PASS
3068 2468 PANTRY
9'-0" CLG. H.S.

C HS
C HS 3050 SH
12080 TEMP. GL. SLIDER
2-2068 1'-0" 43'-8" 20'-6"
BA 3 AGING-IN
PLACE
9'-0" CLG. H.S. 3068
(2) OPT 5050 SL OPT 6080 SLR ILO 3050 SH * *
*
*
* 455
FLOOR AREA TABLE PLAN 2162A
FLOOR PLAN 2162 SQ. FT.

TOTAL 2162 SQ. FT.

GARAGE 431 SQ. FT.

COVERED ENTRY/PORCH 79 SQ. FT.

OUTDOOR ROOM 89 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER

FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED
101 GARAGE AND/OR CARPORT (WALL ASSEMBLY USED FOR SEPARATION) SHALL BE SEPARATED FROM THE RESIDENCE BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE 105 GARAGE AND/OR CARPORT ATTIC (CEILING ASSEMBLY USED FOR SEPARATION) SHALL BE SEPARATED FROM THE RESIDENCE'S ATTIC BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQUIVALENT. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 111 EGRESS DOOR TO PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 224 LOCATION OF SYSTEM ISOLATION/TRANSFER SWITCH (MOUNTED NOT RECESSED). INSTALL WITHIN 3 FEET OF MAIN PANEL BOARD PER CENC 150.0(S)4 225 14"X14" PV CIRCUIT PANEL. NO PROTECTION REQUIRED
226 ACCESS PANEL 227 BACKUP SUB PANEL 228 SPLICE BOX 252 SOLAR READY BOX 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER. (18" PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING AND TANKS PER Cenc 150.0 (i) & WATER HEATING SYSTEMS PER Cenc 150.0(n) 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 321 AIR CONDITIONING CONDENSER LOCATION
322 FORCED AIR UNIT (FAU) ATTIC INSALLATION
336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 341 14"x8" MAKE-UP AIR VENT ABOVE DOOR - UNDER-CUT THE DOOR 1 INCH 344 WHOLE-BUILDING VENTILATION FAN PER ASHRAE 62.2, SECTION 4 PER CEnC 150.0(o). 346 LOCATION OF ENERGY STORAE SYSTEM (ESS) PER CENC. 150.0(S). LOCATION PER CRC SECTION 328.3.1 AND R328.4
351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 359 DISHWASHER - ENERGY STAR
364 COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT TO OUTSIDE). THE VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED., AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE MARKING LISTED ON THE UNIT. 2022 CMC 921.3.2 & 921.4.3
372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP-IN TUB - SIZE PER PLAN
380 TUB/ SHOWER - SIZE PER PLAN
381 CURTAIN ROD
382 SHATTERPROOF SHOWER DOOR (MIN. 22" WIDTH)/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL (30" DIA CIRCLE PROVIDED) - SIZE PER PLAN. (MIN. 1,024 S.I. FLOOR AREA) 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 399 24" x 16" SHAMPOO TRAY. BOTTOM OF TRAY AT 48" - SLOPE 1 4 " TO DRAIN. 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CEnC 150.0(a)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN
422 STUCCO SOFFIT: HEIGHT PER PLAN
427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT: HEIGHT PER PLAN 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2 x PONY WALL - SIZE PER PLAN
444 +34"- +38" HANDRAIL (SEE DETAIL H/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND
453 PANTRY WITH WIRE SHELVING
455 LINEN
457 LINEN (BASE CABINET ONLY) 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY 468 COAT CLOSET 496 SHOWER REINFORCEMENT TO BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. ACTUAL GRAB BARS NOT REQUIRED PER CODE 497 WATER CLOSET REINFORCEMENT TO BE FLOOR-MOUNTED OR FOLDAWAY OR SIMILAR ALTERNATIVE GRAB BAR REINFORCEMENT TO BE PROVIDED IN ADDITION TO THE BACK WALL REINFORCEMENT. ACTUAL GRAB BARS NOT REQUIRED PER CODE 508 WATERPROOF STUCCO SHELF - SLOPE 1/4" PER FOOT BDRM. 3 9'-0" CLG. CARPET
14'-4" 10'-8" 1'-9" 8'-11"
1'-10" 5'-6" 2'-11" 2'-9" 9" 1'-9"
421
004
101
003
428 8'-4" 428 8'-4" 462 6'-5" 3'-0" 1'-101
2 "6'-7" 3'-4" 3'-6" 6'-6" 2'-7" 3'-01
2 " 2'-91
2 " 5'-0" 5'-0" 5'-10" 10'-0"
BDRM 3 & BDDRM 4 ILO JUNIOR
ENTRY
ENTRY
9'-0" CLG. H.S. 3068
2868
2868 6050 SL 2040 SH 30 SC 80
3050 SH 3050 SH TEMP. GL. 3016 SL

SERVICE
9'-0" CLG. H.S. 5" VARIES
4" MIN. 7" MAX. 5068 BI-PASS 2468 PANTRY
9'-0" CLG. H.S.

C A 3 AGING-IN
PLACE
9'-0" CLG. H.S. * *
*
BDRM. 4
9'-0" CLG. CARPET 462 50 68 BI-PASS
30 68 3068 1'-51
2 " 1'-0" 1'-0"
10'-3" 1'-4"
4'-2" 3'-31
2 " 3'-3" 3'-71
2 " 4'-1" 393
386
382 34"x60" 497 496 465
401 8'-0" HALL
9'-0" CLG. H.S. C HS C HS
2'-9" 11'-7"

OUTDOOR RM
9'-0" CLG. CONC. 8'-0" 421 004 422 3'-7"50 50 SL 50 50 SL 5'-6" 12'-9"
3'-8" 5" TEMP. GL. SLIDER 80 60 GREAT RM. FLEX
30 50 SH
10'-11" 4'-9" 4'-3"

FLOOR PLAN
SCALE: 1/4" = 1'-0" A1.1.1
RA
A1.1.1

INTERIOR ELEVATION KEY
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC
AM
-
-
-2023011.00 03-07-23

C
REGENT PARK RIVERSTONE 2020325.00 - P1870 (P1)
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO REGENT PARK - PLAN 2162 CLOVIS CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. 2023011.00 - PROGRESS SET 03-02-2023 PLAN 2162A

FLOOR PLAN &
0PTIONS
BDRM #3 & BDRM #4 ILO OF

JUNIOR SUITE & JUNIOR SUITE

LIVING ROOM
6080 SLIDER DR. OPT ILO 3050
SH AT FLEX AND (2) 5050 SL
WINDOWS OPTS ILO OF 12080

SLDR AT GREAT ROOM
= 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. (*) INDICATES WINDOW REQUIRED FOR

EMERGENCY ESCAPE AND RESCUE WINDOW
TO MEET THE REQUIREMENTS OF CRC R310

1. 5.7 SQUARE FEET NET CLEAR OPENING

SIZE REQUIRED FOR MINIMUM EGRESS

2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION

3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION

4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW SILL FROM FINISH FLOOR 3050 SH *
TEMP. GL. *

REQUIRED FLOOR CLEARANCES AT WATER
CLOSETS -TYPICAL 1'-3" 1'-3" MIN. 2'-0" 2'-6"MIN.

FLOOR PLAN NOTES

1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL

INFORMATION AND CLEARANCES

THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1

16. 17.

ENTRY
9'-0" CLG. H.S. 3068 6050 SL 2040 SH
16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 OPT BDRM 3
9'-0" CLG. CARPET TEMP. GL. 3016 SL
2 CAR GARAGE
9'-0" CLG. CONC. C HS C HS 5" 50 3068 C HS BA 3 AGING-IN PLACE
9'-0" CLG. H.S. 3068 *
521 650B BOT TOP 1'-0" 73'-0" 20'-6"
*

JUNIOR SUITE
LIVING ROOM/ OPT. BDRM. 4
9'-0" CLG. CARPET
FLOOR AREA TABLE PLAN 2162B
FLOOR PLAN 2162 SQ. FT.

TOTAL 2162 SQ. FT.

GARAGE 431 SQ. FT.

COVERED ENTRY/PORCH 79 SQ. FT.

OUTDOOR ROOM 89 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2162C
FLOOR PLAN 2162 SQ. FT.

TOTAL 2162 SQ. FT.

GARAGE 431 SQ. FT.

COVERED ENTRY/PORCH 79 SQ. FT.

OUTDOOR ROOM 89 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION 40 50 SL 40 50 SL 41'-0" 19'-3" 2'-0" 4'-8" 1'-10"
5'-0" 5" 1'-10" 5'-0" 2'-0" 8'-10"
2'-7" 4'-6" 2'-7" 3
1 2
" 5
1 2
" 003 8'-4"
002
422 8'-4" 422
004
421 5
1 2
" 3
1 2
" 551 1'-0"
508 FX 26 50 1'-10"
OPT. COVD. ENTRY
9'-0" CLG. CONC.

ENTRY
9'-0" CLG. H.S. 3068 6050 SL
16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 OPT BDRM 3
9'-0" CLG. CARPET TEMP. GL. 3016 SL
2 CAR GARAGE
9'-0" CLG. CONC. C HS C HS 5" 50 3068 C HS BA 3 AGING-IN PLACE
9'-0" CLG. H.S. 3068 * 73'-0" 20'-6"
* *

JUNIOR SUITE
LIVING ROOM/ OPT. BDRM. 4
9'-0" CLG. CARPET

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1
8" PER FOOT MINIMUM IN DIRECTION INDICATED
421 STUCCO CEILING: HEIGHT PER PLAN
422 STUCCO SOFFIT: HEIGHT PER PLAN
551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 508 WATERPROOFED STUCCO SHELF - SLOP-E 1/4" PER FOOT 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1
8" PER FOOT MINIMUM IN DIRECTION INDICATED
421 STUCCO CEILING: HEIGHT PER PLAN
422 STUCCO SOFFIT: HEIGHT PER PLAN
521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT.

INSTALL PER MANUFACTURER'S LISTING
650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 COVD. ENTRY
9'-0" CLG. CONC.

ENTRY
9'-0" CLG. H.S. 3068 6050 SL 2040 SH
16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 OPT BDRM 3
9'-0" CLG. CARPET TEMP. GL. 3016 SL
2 CAR GARAGE
9'-0" CLG. CONC. C HS C HS 5" 3068 C HS BA 3 AGING-IN
PLACE
9'-0" CLG. H.S. 3068 *
30 50 SH
41'-0" 19'-3" 2'-0" 1'-7" 8'-11"
5'-0" 5" 1'-10" 5'-0" 2'-0" 8'-10"
3'-10" 5'-5" 003 8'-6"
002
422 8'-6" 422
004
421 1'-9"
30 50 SH
3'-6" OPT.

OPT. 551
551 73'-0" 20'-6" 1'-0"
7 1
2 " 7
1 2
" * *

JUNIOR SUITE
LIVING ROOM/ OPT. BDRM. 4
9'-0" CLG. CARPET

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1
8" PER FOOT MINIMUM IN DIRECTION INDICATED
201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN
422 STUCCO SOFFIT: HEIGHT PER PLAN
551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT
FLOOR AREA TABLE PLAN 2162D
FLOOR PLAN 2162 SQ. FT.

TOTAL 2162 SQ. FT.

GARAGE 431 SQ. FT.

COVERED ENTRY/PORCH 81 SQ. FT.

OUTDOOR ROOM 89 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION COVD. ENTRY 9'-0" CLG. CONC.

ENTRY
9'-0" CLG. H.S. 3068 6050 SL 2040 SH
16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 JUNIOR SUITE/ OPT BDRM 3 9'-0" CLG. CARPET TEMP. GL. 3016 SL
2 CAR GARAGE
9'-0" CLG. CONC. C HS C HS 5" 7" MAX. 5068 3068 C HS BA 3 AGING-IN PLACE
9'-0" CLG. H.S. 3068 *
30 50 SH
41'-0" 1'-7" 2'-61
2 " 19'-3" 6'-1"
4'-0" 1012
" 1'-10" 5'-0" 2'-0" 8'-10"
4'-2" 5'-1" 003
8'-6"
002
422 8'-6" 422
004
421 1'-9"
30 50 SH
3'-6" 73'-0" 20'-6" 1'-0" 2'-10"
521
535
LOW
HIGH
521
535
LOW

CARPET HIGH
HE H.E. WP GFI PB * *
7 1
2 " 7
1 2
" 212

ATC JUNIOR SUITE
LIVING ROOM/ OPT. BDRM. 4
9'-0" CLG. CARPET
SPN # 1413-2020
FLOOR AREA TABLE PLAN 2162E
FLOOR PLAN 2162 SQ. FT.

TOTAL 2162 SQ. FT.

GARAGE 431 SQ. FT.

COVERED ENTRY/PORCH 81 SQ. FT.

OUTDOOR ROOM 89 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1
8" PER FOOT MINIMUM IN DIRECTION INDICATED
201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN
422 STUCCO SOFFIT: HEIGHT PER PLAN
521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
535 BATTEN BOARD WALL FINISH
508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT
SCALE: 1/4" = 1'-0" A1.1.2
RA
A1.1.2
PARTIAL LOWER FLOOR PLAN 2162C - PROGRESSIVE NAPA
PARTIAL LOWER FLOOR PLAN 2162B - MODERN
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC
AM
-
-
-2023011.00 03-07-23

ADDENDA FLOOR
PLANS
PARTIAL LOWER FLOOR PLAN 2162E

CONTEMPORARY FARMHOUSE
AGENDA ITEM NO. 6.

F.F./T.O.C. 9'-1" T.O.P. F.F./T.O.C.
20'-10" ± F.G. -2" 9'-1" T.O.P. -2" -2" 521 1D3 19D3 203 205 525 3D3 21D3 25D3 4D3 26D4 @ SOFFIT 762 4" PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 1x4 602 1x4 602 1x4 525 1x3 521 27D1 508 2'-7" 8'-4" 28D4 4D5 701 22D3 525 1X4 654 +12" +0" 3AD1 3AD1 698 698 595 536 509 509 596 LINE OF ROOF FINISH MATERIAL T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. T.G. T.G. 3D2 321 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS DASHED LINE INDICATES CEILING BEYOND 2D3 1D4 3D2 19D3 25D3 698 509 509 509 4:12 4:12 4:12
4:12
4:12
4:12
4:12 VALLEY VALLEY VALLEY VALLEY RIDGE
RIDGE RIDGE 839 2'-6" 2'-6" 22D3 25D1 27D1 812 813 813 ARCHED ARCHED 839 812 813 25D1 802 810 ROOF AREA: ' ' SQ. FT.A 2,764 826 26D1 837 1'-0" ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 7 HIGH VENTS 7 LOW VENTS 847 T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 201 205 1D3 25D3 3D2 321 T.G. T.G. 8'-4" PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 26D4 3AD1 698 536 698 698 509 509 509 509 006 T.O.P. F.F./T.O.C. F.F./T.O.C. 9'-1" 9'-1" T.O.P. 3D2 25D3 T.G. T.G. PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 536 698 698 509 509 509 509 525 1x3 3D2 ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 508 WATERPROOFED STUCCO SHELF - SLOP-E 1/4" PER FOOT 509 STUCCO CONTROL JOINT - SEE DETAIL 27/D6 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 536 STUCCO OVER EAVE RIGID FOAM CORBEL - SIZE/SHAPE PER DETAIL 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 WOOD TRIM(S) - SIZE PER ELEVATION 654 FIBER CEMENT SHIPLAP PANELING 5/8" THICK (OR EQUIVALENT). FINISH: SMOOTH TEXTURE. EXPOSURE 7" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 762 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9 PSF - CONCRETE LOW PROFILE 'S' TILE ROOF PLAN KEY NOTES Name NOTE 802 CLASS 'A' ROOFING - LOW PROFILE CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES A1.4 RAA1.4 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM---2023011.00 03-07-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C REGENT PARK RIVERSTONE 2020325.00 - P1870 (P1) ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO REGENT PARK - PLAN 2162
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 PLAN 2137A EXTERIOR ELEVATIONS & ROOF PLAN ELEVATION REFERENCE: A ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE ' S ' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 2x6 NONE TIGHT 1D1 ROOF PLAN NOTES CONTEMPORARY SPANISH 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS LOW PROFILE 247 F.F./T.O.C. 9'-1" T.O.P. F.F./T.O.C.
17'-4" ± F.G. 9'-1" T.O.P. 1D3 19D3 3D3 21D3 25D3 7D4 @ SOFFIT 525 1x3 203 205 525 1x4 602 602 2x4 650B 761 8'-4" 1'-0" -3.5" +0" 12'-4" RAISED PLATE 4D5 25D3 525 1x4 701 SIZE PER DETAIL 19D4 +12" +0" 5D2 8D4 INSIDE CORNER 3AD1 595 698 509 509 596 LINE OF ROOF FINISH MATERIAL T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 3D2 321 DASHED LINE INDICATES CEILING BEYOND 20D5 T.G. T.G. 2D3 3D2 19D3 25D3 509 509 761 4:12
4:12 4:12
4:12 4:12 4:12
RIDGE RIDGE VALLEYHIP HIP HIP HIP VALLEY HIP HIP 839 839 812 813 812813 813 28D1 24D1 24D1 ROOF AREA: ' ' SQ. FT.A 2,763 810 826 24D1 1'-0" 1'-0" 801 @ OPT VENEER 4:12
4:12 RIDGE ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 847 7 HIGH VENTS 7 LOW VENTS T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 201 205 1D3 25D3 3D2 -3.5" +0" 8'-4" 1'-0" T.G. T.G. 7D4 3AD1 698 509 509 509 006 321 T.O.P. F.F./T.O.C. F.F./T.O.C. 9'-1" 9'-1" T.O.P. 3D2 25D3 602 2x4 T.G. T.G. 19D4602 SIZE PER DETAIL 701 509 509 321 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 27/D6 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE BY EAGLE ROOFING ICC# ESR 1900 F.F./T.O.C. 9'-1" T.O.P. F.F./T.O.C. 17'-0" ± F.G. 9'-1" T.O.P. 14D5 1D3 19D3 3D3 21D3 25D3 7D4 AT SOFFIT 27D3 525 1x3 203 205 525 1x4 602 602 2x4 551 650B 761 8'-4" 1'-0" -3.5" +0" 12'-4" T.O.P. F.F./T.O.C. 9'-1" T.O.P. 201 -3.5" +0" 602 2x6 T.G. F.F./T.O.C. 9'-1" T.O.P. 8'-4" 1'-0" 5D2 AT HEAD 16D3 7D4 19D4 SIZE PER DETAIL +0" +12" 19D4602 5D2 INSIDE CORNER SIZE PER DETAIL 3AD1 3AD1 595 698 701 698 509 596 A1.5 MH A1.5 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM---2023011.00 03-07-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C REGENT PARK RIVERSTONE 2020325.00 - P1870 (P1) ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO REGENT PARK - PLAN 2162
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 PLAN 2162B EXTERIOR ELEVATIONS & ROOF PLAN 2x8 2x8 1'-0" 1 D1.1 CONCRETE FLAT TILE 1'-0" ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES MODERN 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS 248 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C.
19'-312" ±
3'-0" -2" 5D2 13D4 24D31D3 19D3 3D3 21D3 25D3 25D3 602 2x4 602 2x4 14D4 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 525 1x3 203 205 525 1x4 650B 521 761 515 13'-4" T.O.P. 8'-6" 20D5 701 701 8D4 INSIDE CORNER +12" +0" 3AD1 595 698 12x10 509 596 LINE OF ROOF FINISH MATERIAL T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 3D2 321 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS DASHED LINE INDICATES CEILING BEYOND 20D5 T.G. T.G. 2D3 3D2 19D3 25D3 509 509 761 4:124:12 4:12
4:12
4:12 RIDGE
RIDGE
RIDGE VALLEY VALLEY VALLEY 839 839 28D1 24D1 29D124D130D1 812 813 812 813 813 ROOF AREA: ' ' SQ. FT.A 2,760 810 826 1'-6" 1'-0" 801 VALLEY HIP VALLEY HIP RIDGE ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 847 7 HIGH VENTS 7 LOW VENTS 839 T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 3D2 201 205 1D3 25D3
8'-6" T.G. T.G. 20D5 3AD1 698 698 509 509 509 006 T.O.P. F.F./T.O.C. F.F./T.O.C. 9'-1" 9'-1" T.O.P. 3D2 25D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS T.G. T.G. 14D4 602 2x4 698 698 509 509 509 525 1x3 3D2 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 27/D6 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 515 STUCCO NICHE. SIZE PER ELEVATION - SLOPE SILL 14" PER FT. MINIMUM 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE BY EAGLE ROOFING ICC# ESR 1900 A1.6 RAA1.6 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM---2023011.00 03-07-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C REGENT PARK RIVERSTONE 2020325.00 - P1870 (P1) ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO REGENT PARK - PLAN 2162
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 PLAN 2162C EXTERIOR ELEVATIONS & ROOF PLAN PROGRESSIVE NAPA 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 1 D1.1 ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS 249 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 1D3 19D3 25D3 20D5 525 1x3 203 205 521 761 20'-9 1 2
" ±
8'-0" PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12 6.5 1'-4" T.O.HEEL 626 17D5 525 1x6 525 1x6 525 1x6 TYP.
3D2
3D3 21D3 4" 2" 2" 4" 2" 4" 525 2x2 2" 3AD1 698 698 509 509 LINE OF ROOF FINISH MATERIAL 596 T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 3D2 321 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS DASHED LINE INDICATES CEILING BEYOND 2D3
1D4 T.G. T.G. 3D2 19D3 25D3 698 509 509 509 T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 201 205
1D3 25D3
3D2 321 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
8'-4" T.G. T.G. 20D5 525 1x6 3AD1 698 509 509 509 T.O.P. F.F./T.O.C. F.F./T.O.C. 9'-1" 9'-1" T.O.P.
3D2 25D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS T.G. T.G. 509 509 509 509 525 1x3 3D2 321 4:12 4:12 4:12

6.5:12

6.5:12 RIDGE
RIDGE
RIDGE
VALLEY
VALLEY 839 839 24D1 24D130D1 812 813 812 813 813 ROOF AREA: ' ' SQ. FT.A 2,760 810 826 837 1'-6" 1'-0" 801 VALLEY
4:12 30D1 30D1
VALLEY ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 847 7 HIGH VENTS 7 LOW VENTS ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 27/D6 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 515 STUCCO NICHE. SIZE PER ELEVATION - SLOPE SILL 1 4" PER FT. MINIMUM 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 626 OUTLOOKER ASSEMBLY - WOOD (SIZE PER ELEVATION) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE BY EAGLE ROOFING ICC# ESR 1900 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 1D3 19D3 25D3 525 1x3 203 205 521 761 20'-6" ± 8'-0" PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12 6.5 1'-4" T.O.HEEL F.F./T.O.C. T.O.P. T.O.P. F.F./T.O.C. 9'-1" 201 25D3 8'-4"
9'-1" 626 17D5 525 4x4 525 1x6 525 1x6 TYP. 626 6D5 27D3 551 3D2 3D3 21D3 28D5 28D5 4" 2" 2" 4" 2" 4" 525 2x2 2" 525 SIZE PER DETAIL 3AD1 3AD1 698 698 698 509 596 525 1x3 3D2 A1.7 RAA1.7 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM ---2023011.00 03-07-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C REGENT PARK RIVERSTONE 2020325.00 - P1870 (P1) ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO REGENT PARK - PLAN 2162
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 PLAN 2162D EXTERIOR ELEVATIONS & ROOF PLAN COTTAGE 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 3 D1.1 ELEVATION REFERENCE: D ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS 250 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 1D3 19D3 25D3
1D4 525 1x3 203 205 521 761 20'-9
1 2
" ±
8'-0" PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12 8 1'-10" T.O.HEEL
5D3
3D3 21D3 3AD1 698 698 595 2'-8" 535 537 TYP TYP 596 206 601 701 2x4 2x4 601 521 701 12 8 30D4 28D4 2x4 601 509 LINE OF ROOF FINISH MATERIAL T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 201 205
1D3 25D3
3D2 321 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS T.G. T.G. 8'-4" 20D5 3AD1 698 1'-10" T.O.HEEL 521 509 509 509 T.O.P. F.F./T.O.C. F.F./T.O.C. 9'-1" 9'-1" T.O.P.
3D2 25D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS T.G. T.G. 601 29D4 2x4 PER PLAN 30D4 701 2'-8" 535 537 TYP TYP 521 509 509 509 509 525 1x3 3D2 321 4:12 4:12 4:12
8:12
8:12 RIDGE
RIDGE
RIDGE
VALLEY VALLEY 839 839 24D1
5D130D1 812 813 812 813 813 ROOF AREA: ' ' SQ. FT.A 2,760 810 826 837 1'-6" 1'-0" 801 VALLEY
4:12 30D1
6D1
VALLEY ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 30D1 24D1 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 847 7 HIGH VENTS 7 LOW VENTS ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 27/D6 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 515 STUCCO NICHE. SIZE PER ELEVATION - SLOPE SILL 1 4" PER FT. MINIMUM 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 535 CEMENTITOUS VERTICAL PANEL OVER 2 LAYERS BUILDING PAPER OVER 1/2" PLYWOOD SHEATHING OVER EPS FOAM BOARD OVER BUILDING PAPER. NOTE: EPS FOAM BOARD MAY BE OMITTED AT NON HABITABLE SPACES PROVIDED THE WALL PLANES OUT 537 1x3 WOD BATTS AT 16" O.C. 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE BY EAGLE ROOFING ICC# ESR 1900 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 3D2 321 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS DASHED LINE INDICATES CEILING BEYOND 2D3
1D4 T.G. T.G. 3D2 19D3 25D3 698 509 509 509 A1.8 RAA1.8 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM ---2023011.00 03-07-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C REGENT PARK RIVERSTONE 2020325.00 - P1870 (P1) ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO REGENT PARK - PLAN 2162
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 PLAN 2137E EXTERIOR ELEVATIONS & ROOF PLAN PROGRESSIVE FARMHOUSE 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 3 D1.1 ELEVATION REFERENCE: E ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS 1'-6" 251

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING (U.N.O.)- SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 011 GALVANIZED STEEL PIPE BOLLARD W/CONCRETE FILL (SEE DETAIL 18/D5) 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE AND EXTENDED TO THE ROOF SHEATHING PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT CEILING WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 105 GARAGE AND/OR CARPORT ATTIC (CEILING ASSEMBLY USED FOR SEPARATION) SHALL BE SEPARATED FROM THE RESIDENCE'S ATTIC BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQUIVALENT. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 111 EGRESS DOOR TO PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 224 LOCATION OF SYSTEM ISOLATION/TRANSFER SWITCH (MOUNTED NOT RECESSED). INSTALL WITHIN 3 FEET OF MAIN PANEL BOARD PER CENC 150.0(S)4 225 14"X14" PV CIRCUIT PANEL. NO PROTECTION REQUIRED
226 ACCESS PANEL 227 BACKUP SUB PANEL 228 SPLICE BOX 232 SERVICE ROOM FLOOR DRAIN - SEE DETAIL 23/D5 352 SOLAR READY BOX 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER. (18" PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING AND TANKS PER Cenc 150.0 (i) & WATER HEATING SYSTEMS PER Cenc 150.0(n) 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (ELECTRIC APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION
329 DUCT CHASE 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 341 14"x8" MAKE-UP AIR VENT ABOVE DOOR - UNDER-CUT THE DOOR 1 INCH 344 WHOLE-BUILDING VENTILATION FAN PER ASHRAE 62.2, SECTION 4 PER CEnC 150.0(o). 346 LOCATION OF ENERGY STORAE SYSTEM (ESS) PER CENC. 150.0(S). LOCATION PER CRC SECTION 328.3.1 AND R328.4
351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH FOOD DISPOSER 357 UTILITY SINK
359 DISHWASHER - ENERGY STAR
364 COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT TO OUTSIDE). THE VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED., AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE MARKING LISTED ON THE UNIT. 2022 CMC 921.3.2 & 921.4.3
372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP-IN TUB - SIZE PER PLAN
380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 381 CURTAIN ROD 382 SHATTERPROOF ENCLOSURE/SHOWER DOOR (MIN. 22" WIDTH) 386 SHOWER - PREFABRICATED STALL - SIZE PER PLAN. (30" DIA CIRCLE PROVIDED) VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW
415 22"X30" ATTIC ACCESS - DIMENSIONS ARE CLEAR. ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE PER CENC 150.0(A)2 - SEE DETAIL 25/D5 416 30"X30" ATTIC ACCESS - DIMENSIONS ARE CLEAR. ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE PER CENC 150.0(A)2 - SEE DETAIL 25/D5 421 STUCCO CEILING: HEIGHT PER PLAN
422 STUCCO SOFFIT: HEIGHT PER PLAN
427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 442 2X PONY WALL - SIZE & HEIGHT PER PLAN
443 2X CRIPPLE WALL - SIZE PER PLAN
444 +34"- +38" HANDRAIL (SEE DETAIL 1/D5) 445 +42" GUARD GYP BD WALL (SEE DETAIL 1F/D5 ) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND
453 PANTRY WITH WIRE SHELVING
457 LINEN (BASE CABINET ONLY) 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE - LOCATE POLE 66" A.F.F.; PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY
464 WIRE SHELF (OR SHELVES) 465 VANITY
468 COAT CLOSET 496 SHOWER REINFORCEMENT TO BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. ACTUAL GRAB BARS NOT REQUIRED PER CODE 497 WATER CLOSET REINFORCEMENT TO BE FLOOR-MOUNTED OR FOLDAWAY OR SIMILAR ALTERNATIVE GRAB BAR REINFORCEMENT TO BE PROVIDED IN ADDITION TO THE BACK WALL REINFORCEMENT. ACTUAL GRAB BARS NOT REQUIRED PER CODE BATH 3 AGING-IN
PLACE
9'-0" CLG. 30 68 H.S.
30 50 SH 30 50 SH TEMP. GL. 30 16 SL 2'-4" 6'-4" 2'-7" DEN/ OPT. DINING 9'-0" CLG. CARPET
401 8'-0" 3'-31
2 " 14'-91
2 "
393
386
382 34"x60" 465
497
496
* *
8'-6"
8'-6" 8'-6"
003 8'-6"
421 004
428 428
428
428 3050 SH 3050 SH
6050 SL 6050 SL 8080 TEMP. GL. SLIDER 6050 SL TEMP. GL. 3016 SL FX
TEMP. GL. FX 1050TEMP. GL. 1050

KITCHEN
9'-0" CLG. H.S. GREAT RM. 9'-0" CLG. CARPET DINING
9'-0" CLG. H.S.
2-BAY GARAGE
9'-0" CLG. CONC.

OUTDOOR RM
9'-0" CLG. CONC.
39'-11"
39'-11"
20'-3" 19'-8"
22'-0" 59'-7" 54'-1" 59'-7" 23'-51
2 " 5'-6" 17'-4"
17'-11" 10'-0"
BATH 3 AGING-IN
PLACE
9'-0" CLG. H.S. BDRM. 5/ OPT. DEN/ OPT. DINING
9'-0" CLG. CARPET
C HS
C HS
W.I.C. 9'-0" CLG. CARPET 30682468
2468
2868
20682468
ENTRY
9'-0" CLG. H.S.

PANTRY
9'-0" CLG. H.S. 5"
16'-0" x 8'-0" SECT. GAR. DOOR 5"
VARIES
4" MIN. 7" MAX.
16R
UP 2646 SH 30 SC 80
2668SC
3050 SH 3050 SH 3068
PORCH
9'-0" CLG. CONC. * * 8'-91
2 "
002
005
6'-7" 12'-11
1 2
" 13 T. AT 10 1/2"EA. 2'-0" 2'-0" 1'-4" 3'-8" 6" 1'-4" 5'-11 1 2
" 18'-61
2 " 4'-11" 5'-1" 1'-01
2 " 4'-3" 10'-31
2 " 4'-11
1 2
" 5'-4" 8'-7"
8" 8'-2" 2'-0" 2'-4" 2'-4" 1'-6" 3'-8" 3'-0" 7'-0" 1'-9" 1'-9" 7'-6" 3'-1" 6'-1 1 2
" 2'-51
2 " 3'-4" 3
1 2
" 2'-10" 2
1 2
" 1'-6" 2'-7" 4'-41
2 "
3" 3'-101
2 " 6
1 2
" 6'-1
1 2
" 6'-81
2 " 6'-81
2 " 4" 10'-31
2 "
20'-91
2 " 4'-1" 4'-31
2 " 1'-0" 1'-31
2 " 2'-0" 4'-0"
2'-8" 1'-1012
"
135°
7'-71
2 " 7'-71
2 " 3" 3'-0" 2'-51
2 " 5'-0" 5'-0"
4'-10" 1'-4" 13'-2" 1'-4" 6'-2" 1'-4" 7'-4" 1'-4"
2'-9" 16'-2"
6'-6"
6'-10" 2'-0" 6'-10"
5'-7" 5'-1"
3'-6" 5'-8" 6'-0" 2'-10" 2'-10"
7" 7"
8" 10'-2" 4'-5" 2'-7" 2'-5" 2'-51
2 "
1'-4"
309
101
101
006
8'-0"
459
460
321
355
359
451
351
393 462401 8'-0"
386
382
30" DIA. CIRCLE PROVIDED AT SHOWER 462
401 8'-0" OPT
34"x60" 462
464
102
FIREPLACE BY "HEATILATOR" MODEL XXXX ANSI Z21.88-2002
312 OPT.
464
422
104
364
1AD5
22D5
1G
D5
465

RELOCATE

FLOOR MATERIAL

LINE AT DR OPT
415 2'-7" 2" OPT. 12080 TEMP. GL. SLIDER OPT. 12080 TEMP. GL. SLIDER 5'-8" 2'-11" 2'-9" 1'-6" 4'-4" 10'-6" 8" 4" 7 1 2
" 3'-81
2 " 2" 3'-4" 3'-51
2 "
5'-10" 401
.
7'-6" 302 111
442 2x4
442 2x6
201
224
225
346
228
227
252
226
105
410
011
410
497
496 2'-7" 2'-6"
468 457
444 +42"
459
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2432A
FIRST FLOOR 1238 SQ. FT.

SECOND FLOOR 1194 SQ. FT.

TOTAL 2432 SQ. FT.
2-BAY GARAGE 488 SQ. FT.

CALIFORNIA ROOM 158 SQ. FT.

PORCH 137 SQ. FT. 30 50 SH
DINING

OUTDOOR RM
9'-0" CLG. CONC.

C HS 24 68 PANTRY
9'-0" CLG. H.S. 5"
RELOCATE OUTLET AT DR OPT 5"

GREAT RM
17'-11" 10'-1" 7'-10"
006
12'-4" x 3'-6" 12080 T.G. SLIDER DOOR 30 50 SH
DINING

OUTDOOR RM
9'-0" CLG. CONC. C HS 24 68 PANTRY
9'-0" CLG. H.S. 26 46 SH 5"

GREAT RM
12080 T.G. SLIDER DOOR
60 50 SL 60 50 SL 7'-9" 7'-6" 004
NOTE: RELOCATE FLOOR MATERIAL CHANGE LINE AT DOOR OPT
8080 T.G. SLIDER DOOR
(12080 T.G. SLIDER DOOR OPT)
(12080 T.G. SLIDER DOOR OPT) 26 46 SH
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC
AM
-
-
-2023011.00 03-09-23

C
REGENT PARK RIVERSTONE 2020325.00 - P1870 (P1)
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO REGENT PARK - PLAN 2432 CLOVIS CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. 2023011.00 - PROGRESS SET 03-09-2023 A1.1.1 MH
A1.1.1
PLAN 2432A

FLOOR PLAN AND
OPTION
12080 T.G. SLIDER DR OPT
AT DINING ILO 8080 SLDR
12080 T.G. SLIDER DR OPT AT GREAT
RM ILO (2) 6050 SL WINDOWS
= 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. (*) INDICATES WINDOW REQUIRED FOR

EMERGENCY ESCAPE AND RESCUE WINDOW
TO MEET THE REQUIREMENTS OF CRC R310

1. 5.7 SQUARE FEET NET CLEAR OPENING

SIZE REQUIRED FOR MINIMUM EGRESS

2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION

3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION

4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW SILL FROM FINISH FLOOR 3050 SH *
TEMP. GL. *

REQUIRED FLOOR CLEARANCES AT WATER
CLOSETS -TYPICAL 1'-3" 1'-3" MIN. 2'-0" 2'-6"MIN.

FLOOR PLAN NOTES

1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL

INFORMATION AND CLEARANCES

THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1

16. 17.

PRIMARY BATH
8'-0" CLG. H.S. PRIMARY BDRM. 8'-0" CLG. CARPET SERV. 8'-0" CLG. H.S. W.I.C. 8'-0" CLG. CARPET C HS HS C C HS HS C 2868 2868
2668
2468 26682468
2668 2468
5068 BI-PASS
16R
DN
2020 FX 3050 SH 3050 SH
3050 SH 3050 SH 3050 SH3050 SH * * * * * * * * 13'-612" 15'-1012" 2'-6" 7'-0" 2'-7" 2'-10" 8'-8" 8'-8" 6'-3" 7'-612" 2'-912" 2'-912" 2'-112" 8'-412" 3'-712" 3'-712" 4'-0" 8'-0" 10'-8" 4'-0" 7'-0" 2'-1" 7'-3" 3'-3"1'-2" 3'-6" 6'-1" 3'-712" 4'-412" 10'-8" 5'-11" 6'-0" 4'-2" 3'-612" 6'-112" 3" 3" 11'-10" 3'-10" 3'-6" 1'-11" 1'-0" 1'-7" 2'-6" 1'-5" 2'-5" 9'-10" 2'-1" 2'-912" 5'-0" 2'-912" 2'-0" 8'-11" 6'-9" 3'-012"
1'-10" 1'-312"
3'-6" 2'-0" 9'-3" 2'-312"
1'-7" 1'-7"
393
393
375 #546042BC GELCOAT TUB
386
382
372
373
416
322 462 462
462 462
462
462
+44" 444 +42"
CLG. BREAK
401 7'-6"
401 8'-0"
380
381
30" DIA. CIRCLE PROVIDED AT SHOWER
455 357 OPT.
460
459

OPEN TO BELOW
457
336
465
465
24"x16" SHAMPOO
TRAY BOTTOM OF TRAY AT 48"
329 329
341 22D5
1CD5 462
464 OPT.232
427 427
445

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING (U.N.O.)- SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 011 GALVANIZED STEEL PIPE BOLLARD W/CONCRETE FILL (SEE DETAIL 18/D5) 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE AND EXTENDED TO THE ROOF SHEATHING PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT CEILING WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 105 GARAGE AND/OR CARPORT ATTIC (CEILING ASSEMBLY USED FOR SEPARATION) SHALL BE SEPARATED FROM THE RESIDENCE'S ATTIC BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQUIVALENT. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 111 EGRESS DOOR TO PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 224 LOCATION OF SYSTEM ISOLATION/TRANSFER SWITCH (MOUNTED NOT RECESSED). INSTALL WITHIN 3 FEET OF MAIN PANEL BOARD PER CENC 150.0(S)4 225 14"X14" PV CIRCUIT PANEL. NO PROTECTION REQUIRED
226 ACCESS PANEL 227 BACKUP SUB PANEL 228 SPLICE BOX 232 SERVICE ROOM FLOOR DRAIN - SEE DETAIL 23/D5 352 SOLAR READY BOX 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER. (18" PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING AND TANKS PER Cenc 150.0 (i) & WATER HEATING SYSTEMS PER Cenc 150.0(n) 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (ELECTRIC APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION
329 DUCT CHASE 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 341 14"x8" MAKE-UP AIR VENT ABOVE DOOR - UNDER-CUT THE DOOR 1 INCH 344 WHOLE-BUILDING VENTILATION FAN PER ASHRAE 62.2, SECTION 4 PER CEnC 150.0(o). 346 LOCATION OF ENERGY STORAE SYSTEM (ESS) PER CENC. 150.0(S). LOCATION PER CRC SECTION 328.3.1 AND R328.4
351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH FOOD DISPOSER 357 UTILITY SINK
359 DISHWASHER - ENERGY STAR
364 COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT TO OUTSIDE). THE VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED., AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE MARKING LISTED ON THE UNIT. 2022 CMC 921.3.2 & 921.4.3
372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP-IN TUB - SIZE PER PLAN
380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 381 CURTAIN ROD 382 SHATTERPROOF ENCLOSURE/SHOWER DOOR (MIN. 22" WIDTH) 386 SHOWER - PREFABRICATED STALL - SIZE PER PLAN. (30" DIA CIRCLE PROVIDED) VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW
415 22"X30" ATTIC ACCESS - DIMENSIONS ARE CLEAR. ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE PER CENC 150.0(A)2 - SEE DETAIL 25/D5 416 30"X30" ATTIC ACCESS - DIMENSIONS ARE CLEAR. ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE PER CENC 150.0(A)2 - SEE DETAIL 25/D5 421 STUCCO CEILING: HEIGHT PER PLAN
422 STUCCO SOFFIT: HEIGHT PER PLAN
427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 442 2X PONY WALL - SIZE & HEIGHT PER PLAN
443 2X CRIPPLE WALL - SIZE PER PLAN
444 +34"- +38" HANDRAIL (SEE DETAIL 1/D5) 445 +42" GUARD GYP BD WALL (SEE DETAIL 1F/D5 ) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND
453 PANTRY WITH WIRE SHELVING
457 LINEN (BASE CABINET ONLY) 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE - LOCATE POLE 66" A.F.F.; PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY
464 WIRE SHELF (OR SHELVES) 465 VANITY
468 COAT CLOSET 496 SHOWER REINFORCEMENT TO BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. ACTUAL GRAB BARS NOT REQUIRED PER CODE 497 WATER CLOSET REINFORCEMENT TO BE FLOOR-MOUNTED OR FOLDAWAY OR SIMILAR ALTERNATIVE GRAB BAR REINFORCEMENT TO BE PROVIDED IN ADDITION TO THE BACK WALL REINFORCEMENT. ACTUAL GRAB BARS NOT REQUIRED PER CODE BDRM. 4
8'-0" CLG. CARPET 17'-2" 6'-11" 4'-912"
10'-8" 3'-7" 7'-1" 2'-1" 2'-1" 60 50 SL
462
30 50 SH 30 50 SH 1'-312"
329

PER ELEVATION
NOTE: WINDOWS AT FRONT VARY * **
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2432A
FIRST FLOOR 1238 SQ. FT.

SECOND FLOOR 1194 SQ. FT.

TOTAL 2432 SQ. FT.
2-BAY GARAGE 488 SQ. FT.

CALIFORNIA ROOM 158 SQ. FT.

PORCH 137 SQ. FT.

DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC
AM---2023011.00 03-09-23

DO NOT SCALE PLANS
2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C REGENT PARK RIVERSTONE 2020325.00 - P1870 (P1)
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO REGENT PARK - PLAN 2432 CLOVIS CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. 2023011.00 - PROGRESS SET 03-09-2023 A1.1.2 MH
A1.1.2
PLAN 2432A

FLOOR PLAN AND
OPTION = 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. (*) INDICATES WINDOW REQUIRED FOR

EMERGENCY ESCAPE AND RESCUE WINDOW
TO MEET THE REQUIREMENTS OF CRC R310

1. 5.7 SQUARE FEET NET CLEAR OPENING

SIZE REQUIRED FOR MINIMUM EGRESS

2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION

3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION

4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW SILL FROM FINISH FLOOR 3050 SH *
TEMP. GL. *

REQUIRED FLOOR CLEARANCES AT WATER
CLOSETS -TYPICAL 1'-3" 1'-3" MIN. 2'-0" 2'-6"MIN.

FLOOR PLAN NOTES

1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL

INFORMATION AND CLEARANCES

THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1

16. 17.

OPT. TEMP. GL. 3016 SL
FX
TEMP. GL. FX 1050TEMP. GL. 1050
2-BAY GARAGE
9'-0" CLG. CONC. BATH 3 AGING-IN
PLACE
9'-0" CLG. H.S. BDRM. 5/ OPT. DEN/ OPT. DINING
9'-0" CLG. CARPET
C HS W.I.C. 9'-0" CLG. CARPET 30682468
2468
2868
2068
ENTRY
9'-0" CLG. H.S. 16'-0" x 8'-0" SECT. GAR. DOOR 5"
VARIES
4" MIN. 7" MAX.
16R
UP30 SC 80
2668SC 3068
PORCH
9'-0" CLG. CONC. 551 1'-1" 650B
650B 1'-0" *
50 50 SH 50 50 SH
40 50 SL FX 26 50 10'-6" 10'-9" 18'-8" 2'-0" 16'-7" 16'-0" 33'-0" 1'-10" 49'-7" 39'-11" 3'-11
2 " 7'-41
2 " 5'-41
2 " 5'-41
2 " 4'-0" 8'-0" 10'-8" 4'-0" 8'-1" 2'-7" FX 26 50 1'-10" 6050 SLBDRM. 2 8'-0" CLG. CARPET BDRM. 3
8'-0" CLG. CARPET LOFT/ OPT. BDRM. 4
8'-0" CLG. CARPET
8'-0" CLG. H.S. HS C
2668
2468 26682468
5068 BI-PASS
16R
DN
2020 FX * 6'-6"
411* *
* 15'-101
2 " 7'-61
2 "
20 40 FX 30 50 SH
30 50 SH 30 50 SH 30 50 SH
20 40 FX 20 20 FX
10'-6" 10'-9" 18'-8" 2'-0" 11'-6" 11'-6" 33'-0" 2'-1" 33'-0" 39'-11" 2'-1" 8'-5" 3'-71
2 " 3'-71
2 " 2'-9" 8'-0" 10'-8" 2'-9" 5'-4" 5'-4" 3'-6" 2'-6" 6050 SLBDRM. 2 8'-0" CLG. CARPET BDRM. 3
8'-0" CLG. CARPET LOFT/ OPT. BDRM. 4
8'-0" CLG. CARPET
8'-0" CLG. H.S. HS C
2668
2468 26682468
5068 BI-PASS
16R
DN * 8'-4"
411
650B *
*
* *
30 50 SH 30 50 SH
39'-11" 20'-3" 19'-8" 55'-1" 10'-6" 55'-1" 4'-31
2 "
2'-0" 5'-0" 1'-10" 7'-0" 1'-10" 1'-9" 3'-6" 1'-9"
003
002
005
421 004 8'-0" 508 PORCH
9'-0" CLG. CONC. 428
1'-0" 1'-0" TEMP. GL. 3016 SL
FX
TEMP. GL. FX 1050TEMP. GL. 1050
2-BAY GARAGE
9'-0" CLG. CONC. BATH 3 AGING-IN
PLACE
9'-0" CLG. H.S. BDRM. 5/ OPT. DEN/ OPT. DINING
9'-0" CLG. CARPET
C HS W.I.C. 9'-0" CLG. CARPET 30682468
2468
2868
2068
ENTRY
9'-0" CLG. H.S. 16'-0" x 8'-0" SECT. GAR. DOOR 5"
VARIES
4" MIN. 7" MAX.
16R
UP30 SC 80
2668SC 3068
PORCH
9'-0" CLG. CONC. 1'-0" 23'-51
2 "
8" 8" * *
1'-0" 10"
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2432C
FIRST FLOOR 1238 SQ. FT.

SECOND FLOOR 1194 SQ. FT.

TOTAL 2432 SQ. FT.
2-BAY GARAGE 488 SQ. FT.

CALIFORNIA ROOM 158 SQ. FT.

PORCH 40 SQ. FT.

NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2432B
FIRST FLOOR 1238 SQ. FT.

SECOND FLOOR 1194 SQ. FT.

TOTAL 2432 SQ. FT.
2-BAY GARAGE 488 SQ. FT.

CALIFORNIA ROOM 158 SQ. FT.

PORCH 137 SQ. FT.
1505-2020

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1
8" PER FOOT MINIMUM IN DIRECTION INDICATED
411 LINE OF FLOOR BELOW
421 STUCCO CEILING: HEIGHT PER PLAN
422 STUCCO SOFFIT: HEIGHT PER PLAN
425 WOOD SOFFIT: HEIGHT PER PLAN
551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS)

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1
8" PER FOOT MINIMUM IN DIRECTION INDICATED
411 LINE OF FLOOR BELOW
421 STUCCO CEILING: HEIGHT PER PLAN
422 STUCCO SOFFIT: HEIGHT PER PLAN
508 WATERPROOFED STUCCO SHELF - SLOP-E 1/4" PER FOOT 605B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) A1.1.3 MH
A1.1.3
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC
AM
-
-
-2023011.00 03-09-23

ADDENDA FLOOR
PLANS
AGENDA ITEM NO. 6.
20 30 FX 20 40 SH FX 26 50 6050 SLBDRM. 2
8'-0" CLG. CARPET BDRM. 3
8'-0" CLG. CARPET LOFT/ OPT. BDRM. 4
8'-0" CLG. CARPET
8'-0" CLG. H.S. HS C
2668
2468 26682468
5068 BI-PASS
16R
DN *
40 50 SL 40 50 SL 20 30 SH
10'-6" 10'-9" 18'-8" 2'-0" 10'-6" 10'-6" 33'-0" 11'-8" 33'-0" 39'-11" 5'-3" 5'-3" 5'-41
2 " 8'-0" 10'-8" 4'-0" 5'-0" 5'-8" 5'-41
2 " 4'-0" 6'-6"
411
411 1'-6" * * 1'-10"

ADDENDA FLOOR PLAN NOTES

FURTHER INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1
8" PER FOOT MINIMUM IN DIRECTION INDICATED
201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 411 LINE OF FLOOR BELOW
421 STUCCO CEILING: HEIGHT PER PLAN
422 STUCCO SOFFIT: HEIGHT PER PLAN
551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 TEMP. GL. 3016 SL FX
TEMP. GL. FX 1050TEMP. GL. 1050
2-BAY GARAGE
9'-0" CLG. CONC. BATH 3 AGING-IN
PLACE
9'-0" CLG. H.S. BDRM. 5/ OPT. DEN/ OPT. DINING
9'-0" CLG. CARPET
C HS W.I.C. 9'-0" CLG. CARPET 30682468
2468
2868
2068
ENTRY
9'-0" CLG. H.S. 16'-0" x 8'-0" SECT. GAR. DOOR 5"
VARIES
4" MIN. 7" MAX.
16R
UP30 SC 80
2668SC 3068
30 50 SH 30 50 SH
39'-11" 20'-91
2 " 19'-11
2 " 54'-1" 10'-6" 3'-31
2 "
1'-111
2 " 8'-31
2 " 10'-10" 5'-0" 1'-4" 3'-8" 3'-6" 3'-8" 2'-0"
8'-0" 003
421 004
002
005
422
551 OPT. COVD. ENTRY
9'-0" CLG. CONC. * * 23'-51
2 "
551 OPT.

NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2432D
FIRST FLOOR 1238 SQ. FT.

SECOND FLOOR 1194 SQ. FT.

TOTAL 2432 SQ. FT.
2-BAY GARAGE 488 SQ. FT.

CALIFORNIA ROOM 158 SQ. FT.

PORCH 27 SQ. FT. 30 TEMP. GL. 3016 SL
FX
TEMP. GL. FX 1050TEMP. GL. 1050
2-BAY GARAGE
9'-0" CLG. CONC. BATH 3 AGING-IN
PLACE
9'-0" CLG. H.S. BDRM. 5/ OPT. DEN/ OPT. DINING
9'-0" CLG. CARPET
C HS W.I.C. 9'-0" CLG. CARPET 30682468
2468
2868
2068
ENTRY
9'-0" CLG. H.S. 16'-0" x 8'-0" SECT. GAR. DOOR 5"
VARIES
4" MIN. 7" MAX.
16R
UP30 SC 80
2668SC 3068
50 50 SL
39'-11" 20'-91
2 " 19'-11
2 " 54'-1" 10'-6" 54'-1" 3'-31
2 "
1'-111
2 " 8'-31
2 " 10'-10" 5'-0" 1'-4" 1'-5" 1'-5" 3'-0"
8'-0" 003
421 004 002
005
422
521
535
LOW
HIGH
521
535
LOW
HIGH
626 1'-7" 6"
8" 6'-8" 8"
5'-5" COVD. ENTRY
9'-0" CLG. CONC. * 23'-51
2 " 8" 6050 SL TEMP. GL. 3010 BDRM. 2
8'-0" CLG. CARPET BDRM. 3
8'-0" CLG. CARPET LOFT/ OPT. BDRM. 4
8'-0" CLG. CARPET BA. 2
8'-0" CLG. H.S. HS C
2668
2468 26682468
5068 BI-PASS
16R
DN
2020 FX *
40 50 SL 40 50 SL 20 20 FX
10'-6" 10'-9" 18'-8" 2'-0" 10'-6" 10'-6" 33'-0" 8'-10" 33'-0" 39'-11" 5'-7" 4'-11" 5'-41
2 " 8'-0" 10'-8" 4'-0" 6'-2" 4'-6" 5'-41
2 " 4'-0" 8'-4"
411
411 20 40 1'-6" SH 2'-10"
521
535
LOW
HIGH * * 7'-61
2 " FLOOR PLAN KEY NOTES
Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR

SECOND FLOOR 1194 SQ. FT.

TOTAL 2432 SQ. FT.
2-BAY GARAGE 488 SQ. FT.

CALIFORNIA ROOM 158 SQ. FT.

PORCH 27 SQ. FT.
1507-2020 A1.1.4
MH
A1.1.4
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC
AM
-
-
-2023011.00 03-09-23

ADDENDA FLOOR
PLANS
AGENDA ITEM NO. 6.

T.O.P.

F.F./T.O.C.

T.O.P. T.O.P.

F.F. 9'-1" 8'-1" 9'-1" 8'-1"F.F. T.O.P.

F.F./T.O.C.

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS ±24'-9" (MAX. ALLOWED 35'-0") (VERIFY) 12 4
3D321D31D319D3
525 1x3 25D3
22D3
27D1
26D4
AT SOFFIT 525 4" 521
1x4
4D2 698
203
205 T.G. T.G. 8'-6" 7'-0" WD HDR UNO
22D3
525
1x4
525
1x8 3D2
25D2
4D2 +0" -2" -2" +0"
3D2 525 1x4
525 1x3
SOFFIT
762
698
768
516
004
595
509
509
509
596 7'-6" RAISED WD HDR 2'-6" WD SILL
768
3:12 SLOPE
T.G. T.G.

T.O.P.

F.F./T.O.C.

T.O.P. T.O.P.

F.F. 9'-1" 8'-1" 9'-1" 8'-1"F.F. T.O.P.

F.F./T.O.C.
3D2
2D3
698 3'-0" 3'-0" SILL SILL 7'-0"
T.G. T.G. 321 2D3 AT DR OPT
25D4

AT SOFFIT
762
521
004 006 AT DR OPT
768
509
509
509

3.5:12 SLOPE
1'-0"
4:12
4:12 4:12 4:12 3:12 RIDGE RIDGE

VALLEY VALLEY

3.5:12
837
25D1
802
810
ROOF AREA: ' ' SQ. FT.A
1,272 826
ROOF AREA: ' ' SQ. FT.B
352
ROOF AREA: ' ' SQ. FT.C
220
22D3
812
813
25D1
813
813
26D1 813
ROOF AREA: ' ' SQ. FT.D
158
839
ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85
812
813 2'-4"
850
855
PROVIDE 1" CONDUIT

FROM THE ELECTRIC

PANEL TO LOCATION
IN ATTIC FOR PV SOLAR INSTALLATION 838

PROVIDE ROUTE FOR

SOLAR HEAT PUMP WATER HEATER
TYP 847
1 HIGH VENT 2 VENTS 1 LOW VENT
3 HIGH VENTS
4 LOW VENTS
3 VENTS

FOR SOLAR PHOTOVOLTAIC PANELS

LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 3:12 848
848
T.O.P.

F.F./T.O.C.

T.O.P. T.O.P.

F.F. 9'-1" 8'-1" F.F. T.O.P.

F.F./T.O.C.

T.G. T.G. 8'-6" SOFFIT
1D3
3D225D3
26D4

AT SOFFIT
201
205 8'-0"
5D3 5'-4"
12 3.5
25D4

AT SOFFIT
4D2
-2" +0" 6'-0" (VERIFY - GL O/5'-0") 12
3 762
521
004 006 004
698
516

PROVIDE INSULFOAM
EPS R-TECH AT ALL GABLE ENDS 22D3
1x4 525
509
509
509
509
768 7'-6" RAISED WD HDR 7'-0" WD HDR UNO
T.O.P.

F.F./T.O.C.

T.O.P. T.O.P.

F.F. 9'-1" 8'-1" 9'-1" 8'-1"F.F. T.O.P.

F.F./T.O.C.

T.G. T.G.
25D3
3D2
5D3 12

3.5 762 8'-0" 6'-6" (VERIFY - GL SILL O/5'-0") 525
1x4
525
1x9
3D2
25D2
26D4
762
521
004

PROVIDE INSULFOAM
EPS R-TECH AT ALL GABLE ENDS 516
516
698
516
698
768
509
509
509

ROOF PLAN KEY NOTES
Name NOTE 802 CLASS 'A' ROOFING - LOW PROFILE CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW
812 STUCCO CEILING
813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY
839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES 848 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP.

ELEVATION KEY NOTES
Name NOTE 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER

INFORMATION
006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING (U.N.O.)- SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 4" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 28/D5
516 DECORATIVE EAVE FOAM ACCENT PER DETAIL 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR
596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS
650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING
762 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9 PSF - CONCRETE LOW PROFILE 'S' TILE 768 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 A1.4
MH
A1.4
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

CC
AM
-
-
-2023011.00 03-09-23

ELEVATIONS & ROOF
PLAN
ELEVATION REFERENCE: A ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE ' S ' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0"
"EAGLE ROOFING" ICC# ESR-1900 2x6 NONE TIGHT 1D1 ROOF PLAN NOTES CONTEMPORARY SPANISH

SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS

LOW PROFILE
AGENDA ITEM NO. 6.

T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1"
9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C.
±24'-8
1 2
" (MAX. ALLOWED 35'-0")
(VERIFY)
3D3 21D3
1D3 19D3 525 1x4 25D3 525 521 1x4 761 650B 1x3 3D2 1x3 203 205 T.G. 525 525 602 2x4 1x3 525 1x8 525 12D3 27D4 AT SOFFIT 3D2 17D3 525 1x3 13D4 6D3 1x8 525 3D2 25D2 TYP 595 698 698 698 768 698 12
3 004 509509 509 7'-2" RAISED WD HDR
7'-2" RAISED WD HDR 596 T.G. T.G. T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C.
3D2
2D3
3'-0"
3'-0" SILL
SILL
7'-0" 698 T.G. T.G. 321 2D3 AT DR OPT 25D4 AT SOFFIT
3D2 761 521 004 006 AT DR OPT 768 509 509 509 1'-0" 1'-0" 4:12 4:12 3:12
4:12
4:12

R HIP HIP
VALLEY RIDGE 4:12
HIP HIP HIP HIP 3.5:12 812 837 ROOF AREA: ' ' SQ. FT.A 1,280 810 826 4:12 801 ROOF AREA: ' ' SQ. FT.B 352 ROOF AREA: ' ' SQ. FT.C 220 ROOF AREA: ' ' SQ. FT.D 100 29D1 813 28D1 24D1 24D1 30D1839 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 812 813 3:12 848 TYP 847 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 848 2 VENTS 3 HIGH VENTS 4 LOW VENTS 3 VENTS1 HIGH VENT 1 LOW VENT 814 814 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G.
1D3
3D2 25D3 27D3 12D3 13D4 602 2x4 201 205 1'-8"
7'-0" WD HDR UNO
8'-0" 12 3.5 25D4 AT SOFFIT 25D4 AT SOFFIT 1x4 525 6'-0" (VERIFY - GL O/5'-0") 11D3 3 1x9 D2 525 1x3 525 761 701 521 698 004 006 004 768 509 509 509 509 12 3 7'-2" RAISED WD HDR T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. T.G. 25D3 1x9 1x3 525 525 6022x4 3D2 12 3.5 761 27D4
8'-0"
6'-6" (VERIFY - GL SILL O/5'-0") 3D2 25D2
7D4 650B 26D3 761 698 004 768 509 509 509 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 814 WOOD SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES 848 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. ELEVATION KEY NOTES Name NOTE 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING (U.N.O.)- SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 4" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 509 STUCCO CONTROL JOINT - SEE DETAIL 28/D5 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9 PSF - CONCRETE FLAT TILE 768 NOTE: 3.5:12 OR LESS ROOF SLOPES TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 T.O.P. 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. 602 2x4 761 00427D4 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C.
±24'-8
1 2
" (MAX. ALLOWED 35'-0")
(VERIFY)
3D3 21D3
1D3 19D3 525 1x4 25D3 525 521 1x4 761 650B 1x3 3D2 1x3 203 205 T.G. 525 525 602 2x4 1x3 525 1x8 525 27D4 AT SOFFIT 3D2 17D3 525 1x3 13D4 2D4 1x8 525 3D2 25D2 TYP 595 698 698 768 698 12
3 004 509509 509 7'-2" RAISED WD HDR
7'-2" RAISED WD HDR 596 551 27D3
8D4 701 T.O.P. F.F./T.O.C. T.O.P. F.F. 9'-1" 8'-1" 13D4 602 2x4 201 1'-8" 1x9 525 698 701 004 12
3 551 551 18D3 AT SOFFIT 3x4 525 27D3
8D4 11D3 A1.5 MH A1.5 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM ---2023011.00 03-09-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C REGENT PARK RIVERSTONE 2020325.00 - P1870 (P1) ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO REGENT PARK - PLAN 2432
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-09-2023 PLAN 2432B EXTERIOR ELEVATIONS & ROOF PLAN 2x8 2x8 1'-0" 1 D1.1 CONCRETE FLAT TILE 1'-0" ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES MODERN 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS 257
T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1"
9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. 3D3 21D3
1D3 19D3 525 1x3 25D3 525 521 1x4 602 26D4 AT SOFFIT PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 2x10 2x3 20D4 761 525 1x3 (MAX. ALLOWED 35'-0")
(VERIFY) 203 205 T.G. 602 508
8'-0"
2'-7" 26D2
8'-4" TOP OF SOFFIT 7'-0" U.N.O. 8" 8" 1'-6"
4D3 650B +0" -12" +8" 6D2
2'-11± TOP OF HEEL 3.5:12 3:12
3D2 19D4 13D4 INSIDE CORNER OUTSIDE CORNER 5D2 701 2x3 602 5D2 595 004 698 698 768 509 509 509 7'-2" RAISED WD HDR 7'-2" RAISED WD HDR 596 768 515 T.G. T.G. T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. 698 3D2
2D3
3'-0"
3'-0" SILL
SILL
7'-0" U.N.O. T.G. T.G. 321 2D3 AT DR OPT 25D4 AT SOFFIT 761 521 004 006 AT DR OPT 768 509 509 509 1'-0" 1'-0"

3.5:12
4:12
4:12

3.5:12

HIP HIP R

VALLEY RIDGE HIP HIP HIP HIP RIDGE
VALLEY 3.5:12 812 813 813 4:12
4:12 ROOF AREA: ' ' SQ. FT.A 12,72 810 ROOF AREA: ' ' SQ. FT.B 433 4:12 4:12 826 801 ROOF AREA: ' ' SQ. FT.C 220 29D1 24D1 24D1 24D1 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 812 813 839 837 801 839 3:12 848 847 TYP FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 848 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 848 3 HIGH VENTS 4 LOW VENTS 3 VENTS 5 VENTS ALIGN FASCIAS T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G.
1 201 D3
3D2 25D3 205 8'-0" 12 3.5 25D4 AT SOFFIT
6'-0" (VERIFY - GL SILL O/5'-0") 602 2x8 20D4
5D2 602 2x3 701 698 004 006 768 509 509 509 12
3 7'-2" RAISED WD HDR
7'-0" WD HDR UNO ALIGN FASCIAS
2'-7" 521 321 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G. 25D3
3D2
7'-0" U.N.O. 12 3.5 761
8'-0" WD HDR
6'-6" (VERIFY - GL SILL O/5'-0") 19D4 13D4 INSIDE CORNER OUTSIDE CORNER 2x3 602 761 521 698 768 509 509 509 2'-7" 321 ELEVATION KEY NOTES Name NOTE 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING (U.N.O.)- SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 4" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 321 AIR CONDITIONING CONDENSER LOCATION 508 WATERPROOFED STUCCO SHELF - SLOP-E 1/4" PER FOOT 509 STUCCO CONTROL JOINT - SEE DETAIL 28/D5 515 STUCCO NICHE. SIZE PER ELEVATION - SLOPE SILL 1 4" PER FT. MINIMUM 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9 PSF - CONCRETE FLAT TILE 768 NOTE: ROOF SLOPES LESS THAN 4:12 TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES 848 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. A1.6 MH A1.6 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM ---2023011.00 03-09-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C REGENT PARK RIVERSTONE 2020325.00 - P1870 (P1) ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO REGENT PARK - PLAN 2432
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-09-2023 PLAN 2399C EXTERIOR ELEVATIONS & ROOF PLAN PROGRESSIVE NAPA 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 1 D1.1 ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS REMOVE GRID WINDOW
258
T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1"
9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. 1D3 19D3 525 1x3 25D3 525 521 1x6 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 761 (MAX. ALLOWED 35'-0")
(VERIFY) 203 205 T.G. 8'-0" T.G. PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 626 23D3 626 23D3 3D3 21D3 27D2591 24"x60" 25D4 525 1x6 525 1x6 525 1x6 2" 4" 2" 4" 4" 2" 3D2 525 2x2 525 2x2 2"
3D2 525 1x6 525 1x3 004 698 509 509 509 509 509 7'-2" RAISED WD HDR 7'-2" RAISED WD HDR 596 768 T.G. T.G. T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C.
3D2
2D3 698 3'-0"
3'-0" SILL
SILL
7'-0" U.N.O. T.G. T.G. 321 2D3 AT DR OPT 25D4 AT SOFFIT 8'-0" TYP. AT FIRST FLOOR 761 521 004 006 AT DR OPT 768 509 509 509 4:124:12

6.5:12

6.5:12 RIDGE VALLEY

VALLEYRIDGE

6.5:12

6.5:12 RIDGE 3.5:12 837 ROOF AREA: ' ' SQ. FT.C 220 ROOF AREA: ' ' SQ. FT.A 1,272ROOF AREA: ' ' SQ. FT.B 411 VALLEY 24D1 30D1 30D1 24D130D1 30D1 24D1 810 801 839 812 813 839 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 3:12 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 848 3 VENTS 9" 1'-0"ALIGN FASCIAS 3 HIGH VENTS 4 LOW VENTS 1 HIGH VENT 1 LOW VENT 848 847 TYP T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G.
1D3
3D2 25D3 201 205 8'-0" 12 3.5 25D4 AT SOFFIT
7'-0" U.N.O. 6'-0" (VERIFY - GL SILL O/5'-0") 761 521 698 004 006 768 7'-2" RAISED WD HEADER 509 509 509 509 321 12 3 ALIGN FASCIAS T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G. 25D3
3D2 12 3.5 762
8'-0" 6'-6" (VERIFY - GL SILL O/5'-0")
7'-0" U.N.O.
7'-2" RAISED WD HEADER
7'-2" RAISED WD HEADER 761 698 521 768 509 509 509 509 321 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES 848 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. Name NOTE 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING (U.N.O.)- SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 4" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 509 STUCCO CONTROL JOINT - SEE DETAIL 28/D5 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION) SEE DETAIL 17/D6 626 OUTLOOKER ASSEMBLY - WOOD (SIZE PER ELEVATION) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9PSF -CONCRETE FLAT TILE 768 NOTE: ROOF SLOPES LESS THAN 4:12 TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. 1D3 19D3 525 1x3 25D3 525 521 1x6 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 761 (MAX. ALLOWED 35'-0")
(VERIFY) 203 205 T.G. 8'-0" 7'-2" T.G. PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 4'-0" T.O.P.
9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G. 25D3 551 3D3 21D3 626 626 23D3 25D4 525 1x6 525 1x6 525 1x6 525 4x4 525 2x4 27D3 2" 4" 2" 4" 2" 4" 28D3 525 2x2 27D2 3D2 27D328D3
4'-0" 2D4 551 761 761 521 004 698 509 509 509 509 23D3 591 24"x60" 7'-2" RAISED WD HDR 596 7'-2" RAISED WD HDR PER PLAN T.O.P. F.F./T.O.C. T.O.P. F.F. 9'-1" 8'-1" 698 12 3 ALIGN FASCIAS 27D3 28D3 551 4'-0" 521 768 768 A1.7 MH A1.7 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM ---2023011.00 03-09-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C REGENT PARK RIVERSTONE 2020325.00 - P1870 (P1) ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO REGENT PARK - PLAN 2432
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-09-2023 PLAN 2432D EXTERIOR ELEVATIONS & ROOF PLAN COTTAGE 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 3 D1.1 ELEVATION REFERENCE: D ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS 259
ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 814 WOOD SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES 848 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. 1D3 19D3 525 1x4 25D3 521 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 761 ±26'-0" (MAX. ALLOWED 35'-0")
(VERIFY) 203 205 T.G. 8'-0"
8'-0" U.N.O. 7'-2" RAISED WD HDR T.G. PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 3D3 21D3 29D4
2D6
1D6 601
4'-10" 698
11"
8 1
2 " 595
2'-4" 1D6 537 535 TYP TYP 701 601 2x4 12
8 T.O.HEEL 701 601 2x4 206
3D2 525 1x4 698 698 761 T.O.HEEL 29D4 2x4 6013'-0" 2x4 12 3'-0" D1 2" 9" 6" 8D6 29D4 OUTSIDE CORNER 14D6 INSIDE CORNER 8D6 596 626 509509 509 768 RAISED WD HDR 7'-2" RAISED WD HDR 7'-2" RAISED WD HDR T.G. T.G. T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C.
3D2
2D3 698 3'-0"
3'-0" SILL
SILL
7'-0" U.N.O. T.G. T.G. 321 2D3 AT DR OPT 25D4 AT SOFFIT 8'-0" TYP. AT FIRST FLOOR 761 521 004 006 768 509 509 509 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G.
1D3
3D2 25D3 201 205 8'-0" 12 3.5 25D4 AT SOFFIT
7'-0" U.N.O. 6'-0" (VERIFY - GL SILL O/5'-0") 761 521 698 004 006 768 7'-2" RAISED WD HEADER BOT OF BM 29D4 537 TYP 2'-8" 8'-0"
8D6 535 TYP701 601 2x4 601 2x4 626 PER PLAN 30D4
8D6701 601 2x4 12
5 509 509 509 509 12
3 768 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1" 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G. 25D3
3D2 12 3.5 762
8'-0" WD HDR
6'-6" (VERIFY - GL SILL O/5'-0")
7'-0" WD HDR U.N.O.
7'-2" RAISED WD HEADER 761 698 521 768
8D6 29D4 701 601 2x4 629 535 537 PER PLAN 761 12
6 509 509 509 509 Name NOTE 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING (U.N.O.)- SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 4" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 509 STUCCO CONTROL JOINT - SEE DETAIL 28/D5 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 535 CEMENTITOUS VERTICAL PANEL OVER 2 LAYERS BUILDING PAPER OVER 1/2" PLYWOOD SHEATHING OVER EPS FOAM BOARD OVER BUILDING PAPER. NOTE: EPS FOAM BOARD MAY BE OMITTED AT NON HABITABLE SPACES PROVIDED THE WALL PLANES OUT 537 1x3 WOD BATTS AT 16" O.C. 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANEL 626 OUTLOOKER ASSEMBLY - WOOD (SIZE PER ELEVATION) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9 PSF - CONCRETE FLAT TILE 768 NOTE: ROOF SLOPES WITH LESS THAN 4:12 TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 5:12 5:12 8:12
8:12 RIDGE VALLEY

VALLEY RIDGE
RIDGE 3.5:12 837 ROOF AREA: ' ' SQ. FT.C 220 ROOF AREA: ' ' SQ. FT.A 1,272ROOF AREA: ' ' SQ. FT.B 411 VALLEY 24D1 11D1 11D1 24D130D130D1 24D1 810 801 839 812 813839 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 6D1 6D1 24D1 6:12
8:12
8:12 1'-0" 1'-0" FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 848 3 VENTS 3 HIGH VENTS 4 LOW VENTS 1 HIGH VENT 1 LOW VENT 3:12 848 847 TYP 812 814 1'-0" A1.8 MH A1.8 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM ---2023011.00 03-09-23 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C REGENT PARK RIVERSTONE 2020325.00 - P1870 (P1) ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO REGENT PARK - PLAN 2432
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-09-2023 PLAN 2432E EXTERIOR ELEVATIONS & ROOF PLAN PROGRESSIVE FARMHOUSE 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 3 D1.1 ELEVATION REFERENCE: E ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS 1'-6" 260
2468 CHS 3080
5068 BI-PASS
2668 2468
2868 sc
2668 3068
CHS

C HS CHS
C HS
30 SC 80 16'-0" x 8'-0" SECT. GAR. DOOR COVERED ENTRY 9'-0" CLG. CONC.ENTRY 9'-0" CLG. H.S. BDRM. 4 9'-0" CLG. CARPET W.I.C. 9'-0" CLG. CARPET KITCHEN 9'-0" CLG. H.S. DINING RM. 9'-0" CLG. H.S. GREAT RM. 9'-0" CLG. CARPET CALIFORNIA ROOM 9'-0" STUCCO CLG. CONC. PRIMARY BATH 9'-0" CLG. H.S. SERVICE RM. 9'-0" CLG. H.S. 3016 TEMP. GL. SL 2640 SH 2640 SH 6050 SL 6050 SL 6050 SL 3050 SH PANTRY 9'-0" CLG. H.S. HALL 9'-0" CLG. H.S. BATH 3 9'-0" CLG. H.S. 5" TEMP. GL. SLIDER 6080
TEMP. GL. SLIDER 6080 OPT.
4050 TEMP. GL. SL GARAGE 9'-0" CLG. CONC. 6050 SL
3050 SH VARIES 4" MIN. 7" MAX. FX TEMP. GL. 1050 2668 SC 11'-1" 14'-2" 14'-9" 70'-0"
70'-0"
7'-0" 55'-0" 8'-0" 40'-0" 13'-10
1 2
" 40'-0" 19'-7
1 2
"
10'-9" 5'-1" 8'-2" 7'-2" 7'-10" 10'-10" 4'-11" 15'-3" 3050 SH 3050 SH 2468
3050 SH 3050 SH 3050 SH * *
*
*
* 2868 AGING-IN PLACE 12080 TEMP. GL. FR. SLIDER OPT PRIMARY BEDROOM SLOPG CLG. CARPET 6'-6" AA1.3
B A1.3B A1.3
AA1.3
CA1.3 410 5'-2
1 4
" 3'-6" 2'-5
1 4
"
0" 16'-0" 2'-5
1 2
"
21'-8" 5'-1" 28'-3" 1'-2" 2'-0" 4'-0" 6" 2'-9"6'-0"
2'-7" 2'-6" 5'-1
1 2
" 2'-0
1 2
" 2'-8" 5'-0" 2'-6" 2'-5" 10'-0" 2'-6" 2'-9" 7'-4
1 2 7'-4 " 1
2 " 13'-6" 4" 5'-6
1 2 5'-6 " 1
2 "
17'-5" 4'-3" 2'-6" 10'-6" 12'-6" 2'-0" 3'-9" 10" 5'-6
1 2
" 2'-7
1 2
" 3'-10" 3'-10" 9'-10" 4" 5'-4" 8" 1'-11
1 2
" 3'-5
1 2 6'-7" 4'-6" " 7'-4" 5'-4" 4" 8'-10" 4'-3" 20'-11" 4" 7 1 2
" 3'-6" 4" 5'-11
1 2
" 4'-7" 4" 3'-8
1 2
" 5'-4
1 2
"
3'-6"
2'-0"
3'-8" 4'-7" 1'-3" 3'-8
1 2
" 2'-2" 1'-10" 11
1 2
" 4" 5'-7" 5'-8" 6'-5
1 2
" 5
1 2
" 3'-1" 11" 7'-8" 7" 3'-9" 1'-7" 3'-1" 4'-4" 6'-0" 4'-10" 1'-9" 6'-1" 2'-6" 18'-6" 1'-6" 3'-8" 4'-0" 7" 2'-7" 1'-10" 2'-6" 10 1 2
" 1'-9
1 2
" 3'-6" 2'-0" 8'-2" 4'-5" 1'-3
1 2
" 4" 6'-6"
1'-3
1 2
" 6'-3
1 2 2'-3 " 1
2 " OPEN TO ABOVE 5"
SL.

SL. CLG. BRK. UP17R 12080 TEMP. GL. FR. SLIDER 60"x42" 101 101 006 359 451 102 462 401 8'-0" 401 8'-0" 401 8'-0" 312 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 386 382 36"x60" 428 8'-0" 428 8'-0" 004 421 393 393 462
462
462 455 444 +38" 462386 382 375 #546042BC GELCOAT TUB 401 8'-0" 372 373 355 459 460 464 351 104005 002 OPT. 459 460 321 8'-0" 422 421 364 465 465 2:12 SLOPE 2:12 SLOPE 410 410 341457 302 309 201 224 225 346 228 227 252 226 105 4'-0" 3'-1" 2'-8" 1'-6
1 2
" 1'-4" 3'-2" FIREPLACE BY "HEATILATOR" MODEL ND4842 ANSI Z21.88-2002 6" 2'-8" 442 2x6 2'-9" 6'-9" 2'-9" 2" 10'-9 1 2
" 5
1 2
" 2" 11'-1
1 2
"
6" 3'-6" 2'-0"
6'-9
1 2
" 3'-11
1 2
" 3'-3
1 2
"
4'-6" 19'-9" 498 337 FLOOR AREA TABLE PLAN 3056A LOWER FLOOR PLAN 1811 SQ. FT. UPPER FLOOR PLAN 1245 SQ. FT. TOTAL 3056 SQ. FT. GARAGE 474 SQ. FT. CALIFORNIA ROOM 117 SQ. FT. COVERED ENTRY/PORCH 52 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION STANDARD BASE PLAN FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE AND EXTENDED TO THE ROOF SHEATHING PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 105 GARAGE AND/OR CARPORT ATTIC (CEILING ASSEMBLY USED FOR SEPARATION) SHALL BE SEPARATED FROM THE RESIDENCE'S ATTIC BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQUIVALENT. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 111 EGRESS DOOR TO PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 224 LOCATION OF SYSTEM ISOLATION/TRANSFER SWITCH (MOUNTED NOT RECESSED). INSTALL WITHIN 3 FEET OF MAIN PANEL BOARD PER CENC 150.0(S)4 225 14"X14" PV CIRCUIT PANEL. NO PROTECTION REQUIRED 226 ACCESS PANEL 227 BACKUP SUB PANEL 228 SPLICE BOX 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER. (18" PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING AND TANKS PER Cenc 150.0 (i) & WATER HEATING SYSTEMS PER Cenc 150.0(n) 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (ELECTRIC APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. (2016 CAL GREEN BLDG STANDARDS 4.503 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 337 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH WALL 341 14"x8" MAKE-UP AIR VENT ABOVE DOOR - UNDER-CUT THE DOOR 1 INCH 346 LOCATION OF ENERGY STORAE SYSTEM (ESS) PER CENC. 150.0(S). LOCATION PER CRC SECTION 328.3.1 AND R328.4 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 352 SOLAR READY BOX 355 SINK WITH FOOD DISPOSER 357 UTILITY SINK 359 DISHWASHER - ENERGY STAR 364 COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT TO OUTSIDE). THE VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED., AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE MARKING LISTED ON THE UNIT. 2022 CMC 921.3.2 & 921.4.3 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP-IN TUB: SIZE PER PLAN 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR (MIN. 22" WIDTH)/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - SIZE PER PLAN. (30" DIA CIRCLE PROVIDED) VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 399 24" x 16" SHAMPOO TRAY. BOTTOM OF TRAY AT 48" - SLOPE 1 4" TO DRAIN. 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 416 30"X30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CENC 150.0(A)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MIN.) 428 ARCHED SOFFIT: HEIGHT PER PLAN 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1H/D5) 445 +42" GUARD (SEE DETAIL 16/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVOCE TO ISLAND 453 PANTRY WITH WIRE SHELVING 455 LINEN 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE - LOCATE POLE 66" A.F.F.; PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 464 WIRE SHELF (OR SHELVES) 465 VANITY 496 SHOWER REINFORCEMENT TO BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. ACTUAL GRAB BARS NOT REQUIRED PER CODE 498 WATER CLOSET REINFORCEMENT TO BE INSTALLED ON BOTH SIDES WALLS OF THE FIXTURE, OR ON ONE SIDE WALL AND THE BACK WALL. ACTUAL GRAB BARS NOT REQUIRED PER CODE 6'-3" 8'-4 1 2
" 5" 12080 TEMP. GL. FR. SLIDER CALIFORNIA RM. STUCCO CLG. CONC. SL. GREAT RM. 8'-0" CLG. CARPET BATHROOM #4 OPTION INCLUDED FLOOR AREA TABLE PLAN 3056A LOWER FLOOR PLAN 1811 SQ. FT. UPPER FLOOR PLAN 1245 SQ. FT. TOTAL 3056 SQ. FT. GARAGE 474 SQ. FT. CALIFORNIA ROOM 117 SQ. FT. COVERED ENTRY/PORCH 52 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION 1AD5 1BD5 1CD5 1GD5 16D5 17D5 2040 FX 2040 FX FX 2040 FX 2040 2040 FX OPEN TO BELOW
16MP. GL. SL 26
2468 2868 23D5 A1.1.1 MMA1.1.1 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CC -WHA CC xx-xx-xx-2023011 04-03-23

CLOVIS, CALIFORNIA

WILSON HOMES

C L!V-P1318-P2
PLAN 3056
REGENT PARK at CLOVIS ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO PLAN 3056A FLOOR PLAN SEE SHEET A1.1.3 & A1.1.4 FOR ADDENDA FLOOR PLANS BATHROOM #4 OPTION INCLUDED OR M BDRM #2 W/BATH 4a INCLUDED WALL LEGEND LOW WALL SOFFIT LIMITS 2 x 6 STUD WALL 2 x 4 STUD WALL SHELF ABOVE ARCHED SOFFIT LIMITS = 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. (*) INDICATES WINDOW REQUIRED FOR EMERGENCY ESCAPE AND RESCUE WINDOW TO MEET THE REQUIREMENTS OF CRC R310 1. 5.7 SQUARE FEET NET CLEAR OPENING SIZE REQUIRED FOR MINIMUM EGRESS 2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION 3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION 4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW SILL FROM FINISH FLOOR 3050 SH * TEMP. GL. * REQUIRED FLOOR CLEARANCES AT WATER CLOSETS -TYPICAL 1'-3" 1'-3" MIN. 2'-0" 2'-6"MIN. FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 NAILING SCHEDULE IS IN SHEET SD.2 261 FLOOR AREA TABLE PLAN 3056A LOWER FLOOR PLAN 1811 SQ. FT. UPPER FLOOR PLAN 1245 SQ. FT. TOTAL 3056 SQ. FT. GARAGE 474 SQ. FT. CALIFORNIA ROOM 117 SQ. FT. COVERED ENTRY/PORCH 52 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION STANDARD BASE PLAN 401 7'-0" 455 OPT. 401 7'-0" 462 462 462
462 375 #546042BC GELCOAT TUB 401 7'-0" 465 +36" 442
2:12 SLOPE
2:12 SLOPE
PR 2468 8050 XOX
FX 2040 12'-3
1 2
" 17'-1" *
2668 386 382 42"x60" 393 W.I.C. 9'-0" CLG. CARPET
21'-10" 9'-11
1 2
" 7'-6
1 2
" 1'-10" 3'-4" 4'-11" 4'-0
1 2
"
4'-0" 4'-8" 3'-3
1 2
" +38" 441 2x6 DN 17R
2468
C HS 2468 FX TEMP. GL. 20 56
20 56 TEMP. GL. SH 20 56 TEMP. GL. SH BATH 4a 9'-0" CLG. H.S. PRIMARY BDRM #2 SLOPING CLG. CARPET C HS 30682'-3 1 2
" 3'-6" 12'-11" 1'-9
1 2
" 2'-3
1 2
" 3'-11" 8'-8" 1'-5" 5'-5" 4'-8" 9" 4'-2" 10'-5
1 2
"
5'-3
1 2
" 8" 5'-11" 7" 1'-11
1 2
" 10'-4" 5'-3" 1'-3" 8'-11
1 2 3'-7 " 1
2 "
2'-6" 2'-5
1 2
" 2'-5
1 2
" 6'-1" 6'-1"
1'-6" 40'-0" 20'-11" 19'-1"
70'-0" 8'-11"
70'-0" 8'-11" 31'-3"
21'-10" 15'-3" 13'-1"
8'-3" 7'-0" 1'-6" 5'-1" 8'-0" W.I.C. 8'-0" CLG. CARPET BDRM 2 9'-0" CLG. CARPET BDRM 3 9'-0" CLG. CARPET BATH 2 9'-0" CLG. H.S. BDRM. 5 9'-0" CLG. CARPET BONUS RM OPT. P.BDRM. #2 RM SLOPING CLG. CARPET PR 2468 LOFT/ TECH 9'-0" CLG. CARPET CHS
2668 2468 5068 BI-PASS 8050 XOX 2040 FX 2040 FX
FX 2040 2650 FX
5050 SL TEMP. GL. 2030 SH
5050 SL 2650 FX
FX 2040 2040 FX 3050 SH 3050 SH 12'-3
1 2
" 40'-0" 17'-1" 10'-7
1 2
" **
*
*
*
2468 2468
2668
2668 6068 BI-PASS OPEN TO BELOW
FX 2040 FX 2040 9'-5"
AA1.3 AA1.3 6'-10
1 2
" 6'-10
1 2
" 3'-6" 3'-11
1 2 12'-1 " 1
2 " 1'-10" 1'-10" 3'-0"
11'-3
1 2
" 5'-8" 6'-3
1 2
" 5'-5" 4'-9" 1'-6
1 2
" 2'-7" 8'-1
1 2
" 3'-2" 1'-11" 8'-8
1 2
" 2'-5
1 2
" 2'-5
1 2
" 1'-11" 10'-4
1 2
"
2'-10
1 2
" 1'-5
1 2
" 7'-5
1 2
" 3'-2" 2'-0" 8'-3
1 2 4'-6 " 1
2 " 6'-1"
5'-5" 6'-3
1 2
" 2'-2"
3" 3'-0" 2'-2" 13'-7" 4'-0" 3'-8
1 2
" 1'-8
1 2
"
2'-6" 2'-0" 7'-11
1 2
" 11'-7" 8'-5" 3'-2"
3" 2'-5
1 2
" 2'-5
1 2
" 12'-2" 2'-5
1 2
" 3'-2" 9'-1
1 2
" 1'-8
1 2
" 4'-4" 6'-1" 6'-1" 1'-9
1 2
"
1'-9
1 2
"
7'-1
1 2
"
7'-1
1 2
" 9'-3" DN17R 445
2:12 SLOPE 393 401 7'-0"
2:12 SLOPE 401 7'-0" 381 380 462
462 462 462 444 +38" +42" 322 416 455 441 GYP BD. SHELF +30" ABV. 2nd. F.F. 465 411 411 411 411 7'-6" 427 B A1.3 B A1.3
CA1.3
6'-1" 1'-10
1 2
" 2'-6" 2'-7" 2'-3
1 2
"
21'-1" 3'-11" 5'-9" 15'-2" 5'-6" BDRM. 5 9'-0" CLG. CARPET 2040 FX 2040 FX FX 2040
5050 SL 2650 FX
FX 2040 2040 FX
* OPEN TO BELOW 386 382 36"x60" 393 465 BATH 4 9'-0" CLG. H.S. 30 10 TEMP. GL. SL 24 68 C HS 455 26 68 5068 BI-PASS W.I.C. 9'-0" CLG. CARPET 5'-9" 2'-9 1 2
" 2'-11
1 2
" 16'-1" 3'-11" 9'-0" 3'-2" 2" 3'-0" 2" 3'-11
1 2
" 5'-0" 401 7'-0" 462
4'-0" 4'-0
1 2
" 3'-11"
462 +38" 441 2x6 DN 17R BONUS RM 9'-0" CLG. CARPET 5'-3" 1'-3" 8'-11 1 2 3'-7 " 1
2 " PRIMARY BDRM #2 SLOPING CLG. CARPETPR.2468 ATTIC FAU 1'-9 1 2
" 7'-7" 1'-6" 401 7'-0" 455 OPT. 401 7'-0" FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE AND EXTENDED TO THE ROOF SHEATHING PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. (2016 CAL GREEN BLDG STANDARDS 4.503 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 341 14"x8" MAKE-UP AIR VENT ABOVE DOOR - UNDER-CUT THE DOOR 1 INCH 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 357 UTILITY SINK 359 DISHWASHER - ENERGY STAR 364 30" COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT TO OUTSIDE). THE VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED., AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE MARKING LISTED ON THE UNIT. 2019 CMC 921.3.2 & 921.4.3 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP-IN TUB: SIZE PER PLAN 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR (MIN. 22" WIDTH)/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - SIZE PER PLAN. (30" DIA CIRCLE PROVIDED) VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 399 24" x 16" SHAMPOO TRAY. BOTTOM OF TRAY AT 48" - SLOPE 1 4" TO DRAIN. 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 416 30"X30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CENC 150.0(A)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MIN.) 428 ARCHED SOFFIT: HEIGHT PER PLAN 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1H/D5) 445 +42" GUARD (SEE DETAIL 16/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVOCE TO ISLAND 453 PANTRY WITH WIRE SHELVING 455 LINEN 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE - LOCATE POLE 66" A.F.F.; PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 464 WIRE SHELF (OR SHELVES) 465 VANITY BATHROOM #4 OPTION INCLUDED FLOOR AREA TABLE PLAN 3056A LOWER FLOOR PLAN 1811 SQ. FT. UPPER FLOOR PLAN 1245 SQ. FT. TOTAL 3056 SQ. FT. GARAGE 474 SQ. FT. CALIFORNIA ROOM 117 SQ. FT. COVERED ENTRY/PORCH 52 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION SCALE: 1/4" = 1'-0" CONTEMPORARY SPANISH A1.1.2 MMA1.1.2 UPPER FLOOR PLAN DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CC -WHA CC xx-xx-xx-2023011 04-03-23

CLOVIS, CALIFORNIA

WILSON HOMES

C L!V-P1318-P2
PLAN 3056
REGENT PARK at CLOVIS ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CC -WHA CC xx-xx-xx-2023011 04-03-23

CLOVIS, CALIFORNIA

WILSON HOMES

C L!V-P1318-P2
PLAN 3056
REGENT PARK at CLOVIS ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO PLAN 3056A FLOOR PLAN & OPTIONS LINEN OPT. AT PRIMARY BDRM #2 ILO BONUS RM PRIMARY BDRM #2 OPT. ILO BONUS RM, BDRM 5 & LOFT BDRM 5 W/OPT. BATH 4 ILO LOFT BATHROOM #4 OPTION INCLUDED OR M BDRM #2 W/BATH 4a INCLUDED SEE SHEET A1.1.3 & A1.1.4 FOR ADDENDA FLOOR PLANS = 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. (*) INDICATES WINDOW REQUIRED FOR EMERGENCY ESCAPE AND RESCUE WINDOW TO MEET THE REQUIREMENTS OF CRC R310 1. 5.7 SQUARE FEET NET CLEAR OPENING SIZE REQUIRED FOR MINIMUM EGRESS 2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION 3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION 4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW SILL FROM FINISH FLOOR 3050 SH * TEMP. GL. * REQUIRED FLOOR CLEARANCES AT WATER CLOSETS -TYPICAL 1'-3" 1'-3" MIN. 2'-0" 2'-6"MIN. FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 NAILING SCHEDULE IS IN SHEET SD.2 WALL LEGEND LOW WALL SOFFIT LIMITS 2 x 6 STUD WALL 2 x 4 STUD WALL SHELF ABOVE ARCHED SOFFIT LIMITS 262
5068 BI-PASS
2668 2468 C HS
30 SC 80 16'-0" x 8'-0" SECT. GAR. DOOR COVERED ENTRY 9'-0" CLG. CONC.ENTRY 9'-0" CLG. H.S. BDRM. 4 9'-0" CLG. CARPET 3016 TEMP. GL. SL BATH 3 9'-0" CLG. H.S. 5" GARAGE 9'-0" CLG. CONC. FX TEMP. GL. 1050 2468 30 50 SH 30 50 SH 004 4218'-0" 002 005 003 428 8'-0" 428 508 7"1'-3 1 2
" 5'-2
1 2
" * *
70'-0"
70'-0" 55'-0" 6'-0" 13'-10
1 2
" 40'-0" 19'-0
1 2
" 2'-5
1 2
" 16'-0" 7" 1'-10
1 2
" 5'-2
1 2
" 2'-9" 11'-1
1 2
" 2'-0" 3'-6" 6" 2'-0" 7'-1" 2'-5
1 2
" 3'-6" 5'-2" 7" 5'-5" 2'-5
1 2
"
10'-9" 5'-1" 8'-2" NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION STANDARD BASE PLAN FLOOR AREA TABLE PLAN 3056B LOWER FLOOR PLAN 1811 SQ. FT. UPPER FLOOR PLAN 1245 SQ. FT. TOTAL 3056 SQ. FT. GARAGE 474 SQ. FT. CALIFORNIA ROOM 117 SQ. FT. COVERED ENTRY/PORCH 70 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION STANDARD BASE PLAN FLOOR AREA TABLE PLAN 3056C LOWER FLOOR PLAN 1811 SQ. FT. UPPER FLOOR PLAN 1245 SQ. FT. TOTAL 3056 SQ. FT. GARAGE 474 SQ. FT. CALIFORNIA ROOM 117 SQ. FT. COVERED ENTRY/PORCH 55 SQ. FT. 5068 BI-PASS
2668 2468 C HS
30 SC 80 16'-0" x 8'-0" SECT. GAR. DOOR COVERED ENTRY 9'-0" CLG. CONC.ENTRY 9'-0" CLG. H.S. BDRM. 4 9'-0" CLG. CARPET 3016 TEMP. GL. SL BATH 3 9'-0" CLG. H.S. 5" GARAGE 9'-0" CLG. CONC. FX TEMP. GL. 1050 2468 60 50 SL 7" 9'-10
1 2
" 551 004 421 8'-0" 8'-0" 002 005 003 425 425
FX 26 50 OPT. 521 TOP 650B BOT 650B 521 TOP BOT 7" 551 OPT. * 70'-0" 55'-0" 8'-0" 21'-1" 40'-0" 18'-11"
10'-9" 5'-1" 8'-2" 2'-5
1 2
" 16'-0" 5
1 2
" 1'-10" 5'-4
1 2
" 2'-9" 11'-1
1 2
" 1'-6" 6'-0" 6" 1'-3" 5'-4
1 2
" 410 W.I.C. BDRM 2 2468 40 40 SL 3'-4
1 2
" 3'-6"
FX 20 40 FX 20 40 5'-9" 3'-6" 2'-4
1 2
" 40'-0" 6'-5" 19'-1"
70'-0"
70'-0" 31'-3"
31'-3" 13'-1"
1'-6" 8'-0" 60 50 SL* FX TEMP. GL. 20 20 20 20 FX 14'-6" 8" 3'-9" 7'-0" 3'-9" 3'-0" 16'-1" 5'-1" 1'-6" W.I.C. BDRM 2 2468 30 50 SH 30 50 SH
FX 20 40 20 40 FX 20 40 FX 650B 650B 1'-10" 40'-0" 20'-11" 19'-1" 70'-0"
70'-0" 31'-3"
31'-3" 13'-7"
6'-7" 8'-0" 3'-6" 1'-10" 5'-7" 1'-0" 6'-10
1 2
" 7'-2" 6'-10
1 2
"
1'-0"
FX 20 40 NOTE: SHADED WALLS INDICATE AREAS THAT ARE DIFFERENT THAN THE BASE FLOOR PLAN NOTE: REFER TO CIVIL AND LANDSCAPE DRAWINGS BY OTHERS FOR ALL DRIVEWAYS AND SIDEWALK LOCATIONS. REFER TO BASE PLAN SHEET A1.1.1 & A1.1.2 FOR ADDITIONAL NOTES AND DIMENSIONS. ADDENDA FLOOR PLAN NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 401 INTERIOR SOFFIT(S)/DROPPED CEILING(S): HEIGHT PER PLAN 421 STUCCO CEILING: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT: HEIGHT PER PLAN 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 479 GYP. BD. SEAT - WIDTH AND HEIGHT PER PLAN 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT ADDENDA FLOOR PLAN NOTES FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN 425 WOOD SOFFIT: HEIGHT PER PLAN 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 446 +42" GUARD (SEE DETAIL 11/D4) 514 WATERPROOFED STONE VENEER SHELF - SLOPE 1/4" PER FOOT 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT STUCCO (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568 BATHROOM #4 OPTION INCLUDED FLOOR AREA TABLE PLAN 3056C LOWER FLOOR PLAN 1811 SQ. FT. UPPER FLOOR PLAN 1245 SQ. FT. TOTAL 3056 SQ. FT. GARAGE 474 SQ. FT. CALIFORNIA ROOM 117 SQ. FT. COVERED ENTRY/PORCH 55 SQ. FT. BATHROOM #4 OPTION INCLUDED FLOOR AREA TABLE PLAN 3056B LOWER FLOOR PLAN 1811 SQ. FT. UPPER FLOOR PLAN 1245 SQ. FT. TOTAL 3056 SQ. FT. GARAGE 474 SQ. FT. CALIFORNIA ROOM 117 SQ. FT. COVERED ENTRY/PORCH 70 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION SCALE: 1/4" = 1'-0" 'B' MODERN - 'C' PROGRESSIVE NAPA A1.1.3 MH A1.1.3 PARTIAL LOWER FLOOR PLAN 3056C - PROGRESSIVE NAPA PARTIAL LOWER FLOOR PLAN 3056B - MODERN PARTIAL UPPER FLOOR PLAN 3056C - PROGRESSIVE NAPA PARTIAL UPPER FLOOR PLAN 3056B - MODERN DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CC -WHA CC xx-xx-xx-2023011 04-03-23

CLOVIS, CALIFORNIA

WILSON HOMES

C L!V-P1318-P2
PLAN 3056
REGENT PARK at CLOVIS ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO PLAN 3056B & C ADDENDA FLOOR PLANS BATHROOM #4 OPTION INCLUDED OR PRIMARY BDRM #2 W/BATH 4a INCLUDED BATHROOM #4 OPTION INCLUDED OR PRIMARY BDRM #2 W/BATH 4a INCLUDED 263 5068 BI-PASS
2668 2468 C HS
30 SC 80 16'-0" x 8'-0" SECT. GAR. DOOR COVERED ENTRY 9'-0" CLG. CONC.ENTRY 9'-0" CLG. H.S. BDRM. 4 9'-0" CLG. CARPET 30 TEMP. GL. 16 SL BATH 3 9'-0" CLG. H.S. 5" GARAGE 9'-0" CLG. CONC. FX TEMP. GL. 1050 2468 40 50 SL 8'-0" 004 421 005 002 003 422 551 OPT. SL. 7"8 1 2
" 7" *
70'-0"
70'-0" 55'-0" 6'-0" 13'-10
1 2
" 40'-0" 19'-7
1 2
" 2'-5
1 2
" 16'-0" 1'-2" 2'-0" 4'-0" 2'-9" 11'-1
1 2
" 2'-0" 3'-6" 6" 2'-0" 6'-6" 4'-2
1 2
" 6'-11" 6" 7'-10
1 2 5'-2 " 1
2 " 10'-9" 5'-1" 8'-2" NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION STANDARD BASE PLAN FLOOR AREA TABLE PLAN 3056D LOWER FLOOR PLAN 1811 SQ. FT. UPPER FLOOR PLAN 1245 SQ. FT. TOTAL 3056 SQ. FT. GARAGE 474 SQ. FT. CALIFORNIA ROOM 117 SQ. FT. COVERED ENTRY/PORCH 52 SQ. FT. W.I.C. BDRM 2 2468 FX 20 40
20 20 40 SH 20 40 FX 30 50 SH TEMP. GL. 20 40 SH 411 401 8'-0" 479 +18" 30 50 SH * * 3'-8" 40'-0" 6'-5" 19'-1" 70'-0" 70'-0" 31'-3"
31'-3" 6'-7" 8'-0" 1'-10" 1'-10" 5'-7" 1'-0" 14'-6" 7'-2" 3'-8" 3'-6" 1'-0" 3'-0" 16'-1" 5'-9" 8" 13'-7" 3'-2 1 2
" 2'-6
1 2
"
FX 20 40 W.I.C. BDRM 2 2468 NOTE: SHADED WALLS INDICATE AREAS THAT ARE DIFFERENT THAN THE BASE FLOOR PLAN NOTE: REFER TO CIVIL AND LANDSCAPE DRAWINGS BY OTHERS FOR ALL DRIVEWAYS AND SIDEWALK LOCATIONS. REFER TO BASE PLAN SHEET A1.1.1 & A1.1.2 FOR ADDITIONAL NOTES AND DIMENSIONS. ADDENDA FLOOR PLAN NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 401 INTERIOR SOFFIT(S)/DROPPED CEILING(S): HEIGHT PER PLAN 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 479 GYP. BD. SEAT - WIDTH AND HEIGHT PER PLAN 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT FLOOR AREA TABLE PLAN 3056D FLOOR PLAN KEY NOTES LOWER FLOOR PLAN 1811 SQ. FT. UPPER FLOOR PLAN 1245 SQ. FT. TOTAL 3056 SQ. FT. GARAGE 474 SQ. FT. CALIFORNIA ROOM 117 SQ. FT. COVERED ENTRY/PORCH 52 SQ. FT. BATHROOM #4 OPTION INCLUDED W.I.C. 8'-0" CLG. CARPET BDRM 2 9'-0" CLG. CARPET 2468 OPEN TO BELOW FX 20 40 20 40 SH 20 40 FX TEMP. GL. 30 50 SH TEMP. GL. 30 50 SH TEMP. GL. 20 40 SH 411 401 8'-0" 479 +18" 521 535 LOW HIGH 521 535 LOW HIGH 3'-8" 40'-0" 6'-5" 19'-1" 70'-0" 70'-0" 31'-3"
31'-3" 13'-7"
6'-7" 8'-0" 1'-10" 1'-10" 5'-7" 1'-0" 14'-6" 7'-2" 3'-8" 3'-6" 1'-0" 3'-0" 16'-1" * * FX 20 40 5'-9" 8" 3'-2
1 2
" 2'-6
1 2
" Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 401 INTERIOR SOFFIT(S)/DROPPED CEILING(S): HEIGHT PER PLAN 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 479 GYP. BD. SEAT - WIDTH AND HEIGHT PER PLAN 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT STUCCO (R4) ICC-ES ESR-1194 - STUCCO TYPE I OR 11 PORTLAND CEMENT 535 CEMENTITOUS VERTICAL PANEL OVER 2 LAYERS BUILDING PAPER OVER 1/2" PLYWOOD SHEATHING OVER EPS FOAM BOARD OVER BUILDING PAPER. NOTE: EPS FOAM BOARD MAY BE OMITTED AT NON HABITABLE SPACES PROVIDED THE WALL PLANES OUT 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT FLOOR PLAN KEY NOTES 30 50 SH 8'-0" 004 421 005 002 003 422 SL. 7"8
1 2
" 7" 5068 BI-PASS
2668 2468 C HS
30 SC 80 16'-0" x 8'-0" SECT. GAR. DOOR COVERED ENTRY 9'-0" CLG. CONC.ENTRY 9'-0" CLG. H.S. BDRM. 4 9'-0" CLG. CARPET 30 TEMP. GL. 16 SL BATH 3 9'-0" CLG. H.S. 5" GARAGE 9'-0" CLG. CONC. FX TEMP. GL. 1050 2468 521 535 LOW HIGH 521 535 LOW HIGH 30 50 SH * *
70'-0"
70'-0" 55'-0" 6'-0" 13'-10
1 2
" 40'-0" 19'-7
1 2
" 2'-5
1 2
" 16'-0" 1'-2" 2'-0" 4'-0" 2'-9" 11'-1
1 2
" 2'-0" 3'-6" 6" 2'-0" 6'-6" 2'-5" 5'-2
1 2
" 6" 7'-10
1 2
" 5'-2
1 2
" 3'-6" 10'-9" 5'-1" 8'-2" NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION STANDARD BASE PLAN FLOOR AREA TABLE PLAN 3056E LOWER FLOOR PLAN 1811 SQ. FT. UPPER FLOOR PLAN 1245 SQ. FT. TOTAL 3056 SQ. FT. GARAGE 474 SQ. FT. CALIFORNIA ROOM 117 SQ. FT. COVERED ENTRY/PORCH 52 SQ. FT. FLOOR AREA TABLE PLAN 3056E LOWER FLOOR PLAN 1811 SQ. FT. UPPER FLOOR PLAN 1245 SQ. FT. TOTAL 3056 SQ. FT. GARAGE 474 SQ. FT. CALIFORNIA ROOM 117 SQ. FT. COVERED ENTRY/PORCH 52 SQ. FT. BATHROOM #4 OPTION INCLUDED SCALE: 1/4" = 1'-0" 'D' COTTAGE - 'E' PROGRESSIVE FARMHOUSE A1.1.4 MH A1.1.4 PARTIAL LOWER FLOOR PLAN 3056D - COTTAGE PARTIAL UPPER FLOOR PLAN 3056D - COTTAGE DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CC -WHA CC xx-xx-xx-2023011 04-03-23

CLOVIS, CALIFORNIA

WILSON HOMES

3.5:12
4:12
4:12

3.5:12 HIP
VALLEY

3.5:12
VALLEY
VALLEY 4:12RIDGE 4:12 VALLEY
VALLEY
4:12
4:12 RIDGE 4:12
4:12
4:12RIDGE 847 838 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 839 848 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. T.G. 201 205 D3
1 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
8'-0"
8'-0"
WD HEADER 526 698 D426521 6'-4" 1'-8" SOFFIT 698 006 004 762 8'-0" HDR 509 TYP. 698 516 768 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G. T.G. T.G. D2 3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS -2" 6'-6" (FIELD VERIFY FOR T.G.) 8'-0" WD HEADER
8'-0" 698 701 698 521 762 509 TYP. D325 D429 698 -2" 516 516 768 -2" -2" ROOF PLAN KEY NOTES Name NOTE 802 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 830 G.I. METAL CRICKET - SLOPE 1/4" PER FOOT MINIMUM 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. ELEVATION KEY NOTES Name NOTE 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING (U.N.O.)- SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 30/D4 516 DECORATIVE EAVE FOAM ACCENT PER DETAIL 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 WOOD TRIM(S) - SIZE PER ELEVATION 654 FIBER CEMENT SHIPLAP PANELING 5/8" THICK (OR EQUIVALENT). FINISH: SMOOTH TEXTURE. EXPOSURE 7" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 702 G.I. METAL CRICKET - SLOPE 1'4" PER FOOT MINIMUM 762 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9 PSF - CONCRETE LOW PROFILE 'S' TILE 768 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. A1.4 MH A1.4 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CC -WHA CC xx-xx-xx-2023011 04-03-23

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (XX'XX2' Lots)
2023011- PROGRESS SET 04-03-2023 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C L!V-P1318-P2 PLAN 3056
REGENT PARK at CLOVIS ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO ELEVATION REFERENCE: A ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE ' S ' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 2x6 NONE TIGHT 1D1 ROOF PLAN NOTES CONTEMPORARY SPANISH 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: x IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING x NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS LOW PROFILE PLAN 3020A EXTERIOR ELEVATIONS & ROOF PLAN265 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1"
9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C.
25'-7" +_ (VERIFY)
3D3 21 D3
1D3 19D3525 1x3 14D4 602 602 2x3 602 2x3 25D3 761 650B 698 205 203 T.G. 8'-4" SOFFIT 27D4 AT SOFFIT PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 525 1x3 525 525 1x3 1'-6" 521 5D2 25D3 602 2x4 12D3
2'-8"
8'-0" 1x CUT TO FIT 3D2
2D4 2x8 RIP TO FIT 1D4 17D3 20D4 13D4 19D4 OUTSIDE CORNER INSIDE CORNER T.G. T.G. T.G. T.G. 701 698 698 701 701 3D2 525 1x3 525 1x3 TYP 525 1x3 HDR TYP. 509 509 595 596 768 768 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C.
3D2 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 698
8'-0" SOFFIT T.G. T.G. DASHED LINE INDICATES CEILING BEYOND 3'-0" SILL 321 2D3 25D3 AT DR OPT 25D4 AT SOFFIT 698 521 8'-0" WD HDR 004 698 761 698 8'-0" WD HDR 509 TYP. 509 TYP. 509 768 ROOF AREA: ' ' SQ. FT.C 639 ROOF AREA: ' ' SQ. FT.A 1,422 ROOF AREA: ' ' SQ. FT.D 307 3:12 810 826 801 839 812 814 813 813 28D1 24D1 24D1 4:12 1'-0" 1'-0" ROOF AREA: ' ' SQ. FT.B 125 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 11D3 2 VENTS 3 HIGH VENTS 4 LOW VENTS 7 VENTS 1 HIGH VENT 1 LOW VENT 30D1 30D1 RIDGE HIP
RIDGE 3.5:12 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION 812

3.5:12
4:12
4:12

3.5:12 HIP
VALLEY

3.5:12
VALLEY
VALLEY 4:12
RIDGE 4:12
4:12
4:12 HIP
HIP
HIP
HIP 837 838 847 847 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 848 848 839 4:12 HIP

VALLEY HIP
VALLEY R839 1'-6" T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. T.G. 201 205 @ SOFFIT 8'-0" 2'-8" 521 8'-0" WD HDR 698 3.5:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT 11D3 12 650B D3 698 602 2x4 650B 004 521 006 761 8'-0" WD HDR 509 TYP. 25D4 1D3 25D3
1D4 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1"
9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G.
8'-0" WD HDR
8'-0" WD HDR 602 2x6 6D2 602 2x4 2'-8" 602 650B 525 1x CUT TO FIT 6'-6" (FIELD VERIFY FOR T.G.) 3:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT 698 521 TYP 761 698 509 TYP. 14D4 25D3 3D2 2x3 T.G. T.G. ELEVATION KEY NOTES Name NOTE 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 509 STUCCO CONTROL JOINT - SEE DETAIL 30/D4 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT STUCCO (R4) ICC-ES ESR-1194 - STUCCO TYPE I OR 11 PORTLAND CEMENT 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 768 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 814 WOOD SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES 848 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. 551 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. 3D3 21 D3
1D3 19D3 14D4 602 602 2x3 602 2x3 25D3 761 650B 698 T.G. 8'-0" 27D4 AT SOFFIT 525 1x3 525 1'-6"
5D2 25D3 602 2x4 2'-8"
8'-0" 1x CUT TO FIT 3D2
2D4 2x8 RIP TO FIT 1D4 17D3 16D3 T.G. T.G. T.G. T.G. 701 698 698 701 525 1x3 525 1x3 TYP 525 1x3 HDR 27D3 205 203 521 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 13D4 19D4 OUTSIDE CORNER INSIDE CORNER 701 768 3D2 525 1x3 TYP. 509 8D4 768 T.O.P. F.F./T.O.C. T.O.P. F.F. 9'-1" 9'-1" 201 18D3 AT SOFFIT 8'-0" 2'-8" 551 27D3 11 D3 525 3x4 698 698 602 701 650B 2x4 521 768 A1.5 MH A1.5 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CC -WHA CC xx-xx-xx-2023011 04-03-23

CLOVIS, CALIFORNIA

WILSON HOMES

C L!V-P1318-P2
PLAN 3056
REGENT PARK at CLOVIS ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 2x8 2x8 1'-0" 1 D1.1 CONCRETE FLAT TILE 1'-0" ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES MODERN 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PLAN 3056B EXTERIOR ELEVATIONS & ROOF PLAN 266 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1"
9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. -2" 3D3 21 D3
1D3 19D3 25D3
3D2 525 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 698 698 6D2 13D4 2x3 602 761 650B 205 203 4D3 515 26D4 @ SOFFIT T.G. 508 2'-8" 23D3 3D2
8'-0" SOFFIT 1x3 525 2'-0" 1'-0" 1'-0" 701 8'-0" WD HDR +8" 525 1x6 +0" 521 14D4 1x CUT TO FIT 525 1x6 525 1x3 17D313D4 19D4 OUTSIDE CORNER INSIDE CORNER 830 2x4 602 004 T.G. T.G. T.G. T.G. T.G. T.G. T.G. T.G. TYP. 509 509 595 596 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C.
3D2
3'-0" SILL PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 698 698 8'-0" SOFFIT T.G. T.G. DASHED LINE INDICATES CEILING BEYOND 321 698 2D3 25D3 AT DR OPT 25D4 521 8'-0" WD HDR 004 761 698 8'-0" WD HDR 8'-0" WD HDR 509 TYP. 509 TYP. 509 768 4:12 ROOF AREA: ' ' SQ. FT.C 639 ROOF AREA: ' ' SQ. FT.A 1,420 ROOF AREA: ' ' SQ. FT.B 106 ROOF AREA: ' ' SQ. FT.D 290 839 839 28D1 24D1 24D1 813 810 826 801 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 830 4 HIGH VENTS 3 LOW VENTS 7 VENTS 2 VENTS 1 HIGH VENT 1 LOW VENT 812 813 813 30D1 RIDGE HIP
RIDGE 3.5:12 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION 812

3.5:12
4:12
4:12 HIP
VALLEY

3.5:12
VALLEY
VALLEY 4:12 RIDGE 4:12
4:12 HIP HIP HIP HIP 837838 4:12
4:12 HIP
4:12 RIDGE 4:12
4:12 RIDGE 4:12 VALLEY 847 847 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 839 848 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. T.G. 201 205 8'-0" SOFFIT 8'-0" WD HDR 698 761 698 521 602 2x4 650B
3D2 006
8'-0" WD HDR 509 TYP. 1D3 698 7D4 13D4 26D4 768 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G. T.G. T.G. 25D3 8'-0" WD HDR
8'-0" WD HDR
6'-6" (FIELD VERIFY FOR T.G.) 701 525 1x CUT TO FIT 698 521 761 8'-0" WD HDR TYP. 509 698 3D2 13D4 14D4 768 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 830 G.I. METAL CRICKET - SLOPE 1/4" PER FOOT MINIMUM 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES 848 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. ELEVATION KEY NOTES Name NOTE 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING (U.N.O.)- SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 321 AIR CONDITIONING CONDENSER LOCATION 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 509 STUCCO CONTROL JOINT - SEE DETAIL 30/D4 515 STUCCO NICHE. SIZE PER ELEVATION - SLOPE SILL 1 4" PER FT. MINIMUM 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT STUCCO (R4) ICC-ES ESR-1194 - STUCCO TYPE I OR 11 PORTLAND CEMENT 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 768 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. 830 G.I. METAL CRICKET - SLOPE 1/4" PER FOOT MIN. ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. A1.6 MH A1.6 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CC -WHA CC xx-xx-xx-2023011 04-03-23

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (XX'XX2' Lots)
2023011- PROGRESS SET 04-03-2023 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C L!V-P1318-P2 PLAN 3056
REGENT PARK at CLOVIS ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO PROGRESSIVE NAPA 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 1 D1.1 ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: x IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING x NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PLAN 3056C EXTERIOR ELEVATIONS & ROOF PLAN267 Name NOTE 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING (U.N.O.)- SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 30/D4 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT STUCCO (R4) ICC-ES ESR-1194 - STUCCO TYPE I OR 11 PORTLAND CEMENT 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION) SEE DETAIL 17/D6 626 OUTLOOKER ASSEMBLY - WOOD (SIZE PER ELEVATION) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 768 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. 8'-0" WD HDR
1D3 19D3 25D3 525 205 1x6 203 698 T.G. 762 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 8'-0" SOFFIT
8'-0" WD HDR T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. 1'-0" T.O.HEEL T.G. 626 626 1D6 3D3 21 D3 25D4 1x6 525 525 1x6
5D3 591 24"x60" 525 1x6 2" 4" 2"
3D2 525 2x2 24D3 4:12 8'-0" WD HDR 14D4 525 525 1x6 1x CUT TO FIT 3D2 525 2x2 525 1x6 17D3 521 525 2x2 525 1x3 525 1x6 3D2 698 TYP TYP 004 509 TYP. 509 TYP. 509 509 768 596 768 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. 321
3D2
3'-0" SILL PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS T.G. T.G. DASHED LINE INDICATES CEILING BEYOND 698 698 698 2D3 25D3 AT DR OPT 25D4 AT SOFFIT 521 8'-0" WD HDR 004 762 698 509 TYP. 509 TYP. 509 8'-0" SOFFIT 8'-0" WD HDR 768 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. T.G. 201 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 8'-0" SOFFIT
8'-0" WD HDR 205 698 25D4521 698 3D2 525 1x6 006 762 698 8'-0" WD HDR 509 TYP. 1D3 768 768 321 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G. T.G. T.G. 8'-0" WD HDR 6'-6" (FIELD VERIFY FOR T.G.) 14D4698 698 521 698 762 8'-0" WD HDR PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 509 TYP. 25D3 3D2 768 321 RIDGE ROOF AREA: ' ' SQ. FT.A 1,414 ROOF AREA: ' ' SQ. FT.B 399 810 826

6.5:12

6.5:12 ROOF AREA: ' ' SQ. FT.C 639

6.5:12

6.5:12
VALLEY
VALLEY 30D1 24D1 30D124D1 24D1 30D1 30D1 812 813 813 813 411 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 3 HIGH VENTS 4 LOW VENTS 7 VENTS 4 VENTS 401 8'-0" 479 +18" 837 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION 838 839 RIDGE 3.5:12 812

3.5:12
4:12
4:12 HIP
VALLEY

3.5:12
VALLEY
VALLEYRIDGE RIDGE 4:12 4:12 4:12 VALLEY RIDGE 3.5:12 847 847 HIP FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 839 848 848 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES 848 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. 1D3 19D3 525 1x6 25D3 1x6 698 T.G. 8'-0"
8'-0" T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. 1'-0" T.O.HEEL 24D3 3D3 21 D3 551 28D3 1x6 525 4x6 27D3 TYP T.G. 2" 14D4 525 525 1x6 1x CUT TO FIT 3D2 525 2x2 2x2 1x3 1x6 3D2 8'-0" 525 205 203 521 762 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 626 525 525 525 509 509 TYP. 509 1D6 5D3 591 24"x60" 3D2 525 2x2 768 596 T.O.P. 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. 201 8'-0" SOFFIT 551 27D3 28D3 A1.7 MH A1.7 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CC -WHA CC xx-xx-xx-2023011 04-03-23

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (XX'XX2' Lots)
2023011- PROGRESS SET 04-03-2023 DO NOT SCALE PLANS 2023 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C L!V-P1318-P2 PLAN 3056
REGENT PARK at CLOVIS ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO COTTAGE 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 3 D1.1 ELEVATION REFERENCE: D ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: x IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING x NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PLAN 3056D EXTERIOR ELEVATIONS & ROOF PLAN 268
Name NOTE 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING (U.N.O.)- SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 30/D4 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT STUCCO (R4) ICC-ES ESR-1194 - STUCCO TYPE I OR 11 PORTLAND CEMENT 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 535 CEMENTITOUS VERTICAL PANEL OVER 2 LAYERS BUILDING PAPER OVER 1/2" PLYWOOD SHEATHING OVER EPS FOAM BOARD OVER BUILDING PAPER. NOTE: EPS FOAM BOARD MAY BE OMITTED AT NON HABITABLE SPACES PROVIDED THE WALL PLANES OUT 537 1x3 WOD BATTS AT 16" O.C. 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANEL 602 WOOD TRIM - SIZE PER ELEVATION 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 768 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. 1D3 19D3 25D3 205 203 698 T.G. 762
8'-0" SOFFIT
8'-0" WD HDR T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. 1'-0" T.O.HEEL T.G. 3D3 21 D3 25D4 1D6 4:12 8'-0" WD HDR 14D4 525 525 1x7 CUT TO FIT 3D2 525 1x6 17D3 521 698 TYP TYP 004 762 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 525 1x4 1D6 525 698 701 1x4595 5'-8" 14D6 OUTSIDE CORNER INSIDE CORNER 8D6 602 2x4 12
8 11
1 2
" T.O.HEEL 602 537 535 TYP TYP 602 2x4 602 701 2x6 602 2x6 2D6 12 3.5 12 8 3'-0"
2D6 509 509 8'-0" WD HDR 205 596 768 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. 321
3D2
3'-0" SILL PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 8'-0" SOFFIT T.G. T.G. DASHED LINE INDICATES CEILING BEYOND 698 698 321 698 2D3 25D3 AT DR OPT 25D4 AT SOFFIT 521 8'-0" WD HDR 004 762 698 509 TYP. 509 TYP. 509 8'-0" WD HDR 768 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. T.G. 201 8'-0" SOFFIT 8'-0" WD HDR 205 698 521 698 3D2 006 762 698 8'-0" WD HDR PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 601 2x4 701 5'-8" 537 535 3'-0" 601 2x4 509 TYP. 1D3 20D6
2D6PER PLAN 25D4 20D6
2D6 768 321 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 9'-1" 9'-1" 9'-1" F.F. T.O.P. F.F./T.O.C. T.G. T.G. T.G. T.G. PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 8'-0" WD HDR
6'-6" (FIELD VERIFY FOR T.G.) 698 698 698 762 8'-0" WD HDR 1'-0" T.O.HEEL 525 1x4 12
4 525 1x7 CUT TO FIT 535 TYP 2x4 602 601 14D6 2x4 537 535 TYP 701 3'-0" 601 2x4 509 TYP. PER PLANTYP 601 2x4 20D6 2D6 14D4 25D3
3D2 768 321
4:12 RIDGE 4:12 ROOF AREA: ' ' SQ. FT.A 1,414 ROOF AREA: ' ' SQ. FT.B 399 810 826

6.5:12

6.5:12 RIDGE ROOF AREA: ' ' SQ. FT.C 639 3.5:12

6.5:12

6.5:12
VALLEY 11 D1 24D1 30D124D1 24D1 30D1 11 D1 812 813 813 839 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 3 HIGH VENTS 4 LOW VENTS 7 VENTS 4 VENTS 837 30D1 1'-6" 1'-6" 1'-6" 1'-6" 6D124D1 RIDGE 813 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION 838 RIDGE 3.5:12 812

3.5:12
HIP
VALLEY

3.5:12
VALLEY
VALLEY 4:12 4:12

3.5:12 RIDGE 847 847
HIP
VALLEY 4:12 VALLEY FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 839 848 848 839 839 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES 848 NOTE: LESS THAN 4:12 ROOF SLOPE TO HAVE (2) LAYERS OF ROOF FELT APPLIED SHINGLE FASHION - TYP. A1.8 MH A1.8 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CC -WHA CC xx-xx-xx-2023011 04-03-23

CLOVIS, CALIFORNIA

WILSON HOMES

SUNNYSIDE AVE.

HEIRLOOM AVE.

LEGEND

PARKS / PASEOS / PROMENADES

COMMUNITY TRAIL

LINEAR OPEN SPACE PORTAL

NEIGHBORHOOD PASEO

BIKE / NEV LANES
A
A
B B

NEIGHBORHOOD PASEO
SEE
SHEET 2
SEE
SHEET 2

LINEAR OPEN SPACE PORTAL
SEE C C SHEET 2

COMMUNITY

LANDSCAPE BUFFER

NEIGHBORHOOD
PASEO

ENHANCED

ACCESS TO DRY CREEK

AND ENTERPRISE CANAL TRAIL

SHEPHERD AVENUE - AFTER

SHEPHERD AVENUE - BEFORE
TRAIL

COMMUNITY
TRAIL

ACCESS TO ENTERPRISE

CANAL TRAIL
ATTACHMENT 16
AGENDA ITEM NO. 6.

Tract 6205 - Sunnyside and Shepherd
Wilson Homes
LINEAR OPEN SPACE EXHIBIT 2

SECTION A-A SECTION B-B

TRIANGULAR SPACED

TREE ALLEE

LINEAR OPEN SPACE

PORTAL (METAL)

COMMUNITY

MASONRY
WALL

COMMUNITY

MASONRY
WALL

SECTION C-C

COMMUNITY MASONRY
WALL, TYP.

LINEAR OPEN SPACE

PORTAL (METAL)
AGENDA ITEM NO. 6.

Tract 6205 - Sunnyside and Shepherd
Wilson Homes
NEIGHBORHOOD PARK CONCEPT 3
AGENDA ITEM NO. 6.

DRAFT ENVIRONMENTAL IMPACT REPORT

FOR THE

SHEPHERD NORTH PROJECT
Volume I - DEIR
JULY 2023
Prepared for:

City of Clovis | Planning Division
1033 Fifth Street
Clovis, CA 93612
Phone: 559.324.2340
Prepared by:

De Novo Planning Group
1020 Suncast Lane, Suite 106
El Dorado Hills, CA 95762
(916) 580-9818
D e N o v o P l a n n i n g G r o u p
A L a n d U s e P l a n n i n g , D e s i g n , a n d E n v i r o n m e n t a l F i r m ATTACHMENT 17
273
AGENDA ITEM NO. 6.
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AGENDA ITEM NO. 6.

DRAFT ENVIRONMENTAL IMPACT REPORT

FOR THE

SHEPHERD NORTH PROJECT
Volume I - DEIR
JULY 2023
Prepared for:

City of Clovis | Planning Division
1033 Fifth Street
Clovis, CA 93612
Phone: 559.324.2340
Prepared by:

De Novo Planning Group
1020 Suncast Lane, Suite 106
El Dorado Hills, CA 95762
(916) 580-9818
275
AGENDA ITEM NO. 6.
276
AGENDA ITEM NO. 6.

TABLE OF CONTENTS TOC
Draft Environmental Impact Report – Shepherd North TOC-1 Chapters Page Numbers
Executive Summary..................................................................................................................... ES-1

1.0 Introduction .........................................................................................................................1.0-1

1.1 Purpose and Intended Uses of the EIR ...........................................................................1.0-1

1.2 Type of EIR ......................................................................................................................1.0-1

1.3 Known Responsible and Trustee Agencies .....................................................................1.0-1

1.4 Environmental Review Process.......................................................................................1.0-2

1.5 Organization and Scope ..................................................................................................1.0-4

1.6 Comments Received on the Notice of Preparation ........................................................1.0-6

1.7 Potential Areas of Concern .............................................................................................1.0-6

2.0 Project Description ..............................................................................................................2.0-1

2.1 Project Location ..............................................................................................................2.0-1

2.2 Project Site Defined ........................................................................................................2.0-1

2.3 Project Setting.................................................................................................................2.0-1

2.4 Project Goals and Objectives..........................................................................................2.0-3

2.5 Project Entitlements .......................................................................................................2.0-4

2.6 Development Project Characteristics .............................................................................2.0-5

2.7 Alternatives.....................................................................................................................2.0-7

2.8 Uses of the EIR and Required Agency Approvals............................................................2.0-9

3.1 Aesthetics and Visual Resources..........................................................................................3.1-1

3.1.1 Environmental Setting .................................................................................................3.1-1

3.1.2 Regulatory Setting........................................................................................................3.1-7

3.1.3 Impacts and Mitigation Measures...............................................................................3.1-9

3.2 Agricultural Resources.........................................................................................................3.2-1

3.2.1 Environmental Setting .................................................................................................3.2-1

3.2.2 Regulatory Setting......................................................................................................3.2-10

3.2.3 Impacts and Mitigation Measures.............................................................................3.2-15

3.3 Air Quality ............................................................................................................................3.3-1

3.3.1 Environmental Setting .................................................................................................3.3-1

3.3.2 Regulatory Setting......................................................................................................3.3-12

3.3.3 Impacts and Mitigation Measures.............................................................................3.3-25 277
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TOC [TYPE THE DOCUMENT TITLE]
TOC-2 Draft Environmental Impact Report – Shepherd North

3.4 Biological Resources.............................................................................................................3.4-1

3.4.1 Environmental Setting..................................................................................................3.4-3

3.4.2 Regulatory Setting......................................................................................................3.4-13

3.4.3 Impacts and Mitigation Measures.............................................................................3.4-19

3.5 Cultural Resources...............................................................................................................3.5-1

3.5.1 Environmental Setting..................................................................................................3.5-1

3.5.2 Regulatory Setting......................................................................................................3.5-10

3.5.3 Impacts and Mitigation Measures.............................................................................3.5-14

3.6 Geology and Soils.................................................................................................................3.6-1

3.6.1 Environmental Setting..................................................................................................3.6-1

3.6.2 Regulatory Setting......................................................................................................3.6-12

3.6.3 Impacts and Mitigation Measures.............................................................................3.6-16

3.7 Greenhouse Gases and Climate Change..............................................................................3.7-1

3.7.1 Environmental Setting..................................................................................................3.7-1

3.7.2 Regulatory Setting........................................................................................................3.7-6

3.7.3 Impacts and Mitigation Measures.............................................................................3.7-20

3.8 Hazards and Hazardous Materials ......................................................................................3.8-1

3.8.1 Physical Setting ............................................................................................................3.8-1

3.8.2 Regulatory Setting......................................................................................................3.8-12

3.8.3 Impacts and Mitigation Measures.............................................................................3.8-19

3.9 Hydrology and Water Quality ..............................................................................................3.9-1

3.9.1 Environmental Setting..................................................................................................3.9-1

3.9.2 Regulatory Setting......................................................................................................3.9-10

3.9.3 Impacts and Mitigation Measures.............................................................................3.9-20

3.10 Land Use, Population, and Housing .................................................................................3.10-1

3.10.1 Environmental Setting..............................................................................................3.10-1

3.10.2 Regulatory Setting....................................................................................................3.10-3

3.10.3 Impacts and Mitigation Measures.........................................................................3.10-12

3.11 Noise ...............................................................................................................................3.11-1

3.11.1 Environmental Setting..............................................................................................3.11-1

3.11.2 Regulatory Setting....................................................................................................3.11-6

3.11.3 Impacts and Mitigation Measures.........................................................................3.11-13 278
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[TYPE THE DOCUMENT TITLE] TOC
Draft Environmental Impact Report – Shepherd North TOC-3

3.12 Public Services and Recreation ........................................................................................3.12-1

3.12.1 Environmental Setting .............................................................................................3.12-1

3.12.2 Regulatory Setting..................................................................................................3.12-12

3.12.3 Impacts and Mitigation Measures.........................................................................3.12-20

3.13 Transportation and Circulation........................................................................................3.13-1

3.13.1 Introduction .............................................................................................................3.13-1

3.13.2 Analysis Methodology .............................................................................................3.13-4

3.13.3 Existing Conditions...................................................................................................3.13-7

3.13.4 Existing Plus Project Conditions...............................................................................3.13-9

3.13.5 Near-term Cumulative (2028) Conditions Analysis................................................3.13-10

3.13.6 Cumulative (2046) Conditions Analysis .................................................................3.13-11

3.13.7 Regulatory Setting .................................................................................................3.13-13

3.13.8 Thresholds of Significance .....................................................................................3.13-17

3.13.9 Impacts and Mitigation Measures.........................................................................3.13-18

3.14 Utilities.............................................................................................................................3.14-1

3.14.1 Wastewater Supply..................................................................................................3.14-1 Environmental Setting...............................................................................................3.14-1 Regulatory Setting.....................................................................................................3.14-3 Thresholds of Significance ........................................................................................3.14-6 Impacts and Mitigation Measures ............................................................................3.14-6

3.14.2 Water Supplies.........................................................................................................3.14-9 Environmental Setting...............................................................................................3.14-9 Regulatory Setting...................................................................................................3.14-19 Thresholds of Significance ......................................................................................3.14-26 Impacts and Mitigation Measures ..........................................................................3.14-26

3.14.3 Storm Water ..........................................................................................................3.14-31 Environmental Setting.............................................................................................3.14-31 Regulatory Setting...................................................................................................3.14-33 Thresholds of Significance ......................................................................................3.14-39 Impacts and Mitigation Measures ..........................................................................3.14-39

3.14.4 Solid Waste ............................................................................................................3.14-42 Environmental Setting.............................................................................................3.14-42 Regulatory Setting...................................................................................................3.14-46 Thresholds of Significance ......................................................................................3.14-50 Impacts and Mitigation Measures ..........................................................................3.14-50 279
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TOC [TYPE THE DOCUMENT TITLE]
TOC-4 Draft Environmental Impact Report – Shepherd North

3.14.5 Energy, Natural Gas, & Telecommunications........................................................3.14-52 Environmental Setting.............................................................................................3.14-52 Regulatory Setting...................................................................................................3.14-52 Thresholds of Significance ......................................................................................3.14-53 Impacts and Mitigation Measures ..........................................................................3.14-53

4.0 Other CEQA-Required Topics...............................................................................................4.0-1

4.1 Cumulative Setting and Impact Analysis.........................................................................4.0-1

4.2 Significant Irreversible Effects.......................................................................................4.0-26

4.3 Significant and Unavoidable Impacts............................................................................4.0-28

5.0 Alternatives to the Proposed Project...................................................................................5.0-1

5.1 CEQA Requirements........................................................................................................5.0-1

5.2 Alternatives Considered in this EIR .................................................................................5.0-2

5.3 Environmental Analysis...................................................................................................5.0-4

6.0 Report Preparers..................................................................................................................6.0-1

7.0 References ...........................................................................................................................7.0-1 Tables Page Numbers
5BTable ES-1: Comparison Summary of Alternatives to the Proposed Project.............................. ES-3 6BTable ES-2: Project Impacts and Proposed Mitigation Measures............................................... ES-5 Table 3.2-1: Summary Comparison of Crop Values...................................................................3.2-1 Table 3.2-2: Soil Capability Classification...................................................................................3.2-2 Table 3.2-3: Storie Index Rating System ....................................................................................3.2-3 Table 3.2-4: San Joaquin County Farmlands Summary and Change by Land Use Category......3.2-4 Table 3.2-5: Project Site Soils.....................................................................................................3.2-7 Table 3.3-1: Federal and State Ambient Air Quality Standards.................................................3.3-9 Table 3.3-2: State and National Attainment Status in Fresno County.....................................3.3-10 Table 3.3-3 Ambient Air Quality Monitoring Data Summary (Clovis-N Villa Avenue) - Ozone3.3-11 Table 3.3-4: Ambient Air Quality Monitoring Data Summary (Clovis-N Villa Avenue) - PM 10 3.3-11 Table 3.3-5 Ambient Air Quality Monitoring Data Summary (Clovis-N Villa Avenue) - PM 2.5 3.3-11 Table 3.3-6: Operational Project Generated Emissions (tons per year)..................................3.3-27 Table 3.3-7: Maximum Construction Project Generated Emissions (Tons/Year) ....................3.3-30 Table 3.3-8: CARB Minimum Separation Recommendations on Siting Sensitive Land Uses...3.3-33 Table 3.4-1: Land Cover Types...................................................................................................3.4-5 Table 3.4-2: Special-Status Plant Species Which May Occur in Project Area ............................3.4-7 Table 3.4-3: Special-Status Wildlife and Fish Species Which May Occur in Project Area..........3.4-9 Table 3.6-1: Fault Activity Rating ..............................................................................................3.6-2 280
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[TYPE THE DOCUMENT TITLE] TOC
Draft Environmental Impact Report – Shepherd North TOC-5 Table 3.6-2: Modified Mercalli Intensity Scale for Earthquakes................................................3.6-3 Table 3.6-3: Project Site Soils ....................................................................................................3.6-6 Table 3.7-1: Maximum Construction GHG Emissions (Average MT CO2e/year)....................3.7-23 Table 3.7-2: Operational GHG Emissions at Buildout (Metric Tons/Year)..............................3.7-24 Table 3.7-3: Project Consistency with the Fresno COG’S 2022 RTP/SCS ................................3.7-25 Table 3.7-4: On-Road Mobile Fuel Generated by Project Construction Activities-By Phase..3.7-29 Table 3.9-1: State of California Watershed Hierarchy Naming Convention..............................3.9-2 Table 3.9-2: Soils Hydrologic Rating.........................................................................................3.9-24 Table 3.10-1: Population Growth ............................................................................................3.10-3 Table 3.10-2: Housing Unit Growth .........................................................................................3.10-3 Table 3.10-3: General Plan Existing Policy Consistency ........................................................3.10-14 Table 3.11-1: Typical Noise Levels...........................................................................................3.11-3 Table 3.11-2: Existing Short-term Noise Measurement Data..................................................3.11-4 Table 3.11-3: Vibration Levels for Various Construction Equipment ......................................3.11-5 Table 3.11-4: Guideline Vibration Damage Potential Threshold Criteria ................................3.11-6 Table 3.11-5: Land Use and Noise Compatibility Matrix .........................................................3.11-8 Table 3.11-6: Maximum Exterior Noise Standards..................................................................3.11-9 Table 3.11-7: Maximum Interior Noise Standards ..................................................................3.11-9 Table 3.11-8: Typical Noise Levels ........................................................................................3.11-14 Table 3.11-9: Existing Plus Project Scenario - Noise Levels Along Roadways (dBA CNEL)…….3.11-16 Table 3.11-10: 2046 Scenario - Noise Levels Along Roadways (dBA CNEL)...........................3.11-21 Table 3.12-1: Clovis Crime Statistics (2017-2019) ...................................................................3.12-3 Table 3.12-2: 90th Percentile Response Goals and Response Time Performance ..................3.12-4 Table 3.12-3: Summary of Parks and Recreation Facilities......................................................3.12-8 Table 3.12-4: Public Schools Serving Clovis.............................................................................3.12-9 Table 3.12-5: Enrollment by Grade CUSD (2021-2022) .........................................................3.12-11 Table 3.13-1: Project Trip Distribution ....................................................................................3.13-9 Table 3.13-2: Existing (2019) Regional and Project VMT Per Capita .....................................3.13-19 Table 3.14-1: Existing and Project Population.......................................................................3.14-10 Table 3.14-2: Existing and Projected Total Water Demand in Normal Years, AFY ................3.14-11 Table 3.14-3 Water Shortage Contingency Plan Projected Demand Reduction ...................3.14-11 Table 3.14-4: Projected Future Dry Year Potable and Raw Water Demand..........................3.14-11 Table 3.14-5: Historical Groundwater Production.................................................................3.14-15 Table 3.14-6: Project Groundwater Supply, AFY .....................................................................3.14-6 Table 3.14-7: Projected Water Demand for Buildout of the Proposed Project.....................3.14-28 Table 3.14-8: Summary of Potable and Raw Water Demand Versus Supply During Hydrologic Normal, Single Dry, and Multiple Dry Years................................................3.14-29 Table 3.14-9: Solid Waste Generation Rates.........................................................................3.14-44 Table 3.14-10: City of Clovis Waste Disposal Rate Targets (Pounds Per Person/Day) ..........3.14-45 Table 3.14-11: City of Clovis Landfill Summary .....................................................................3.14-45 281
AGENDA ITEM NO. 6.

Clovis City CouncilMarch 18, 2024

Clovis City Council
March 18, 2024