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 420 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 421 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 422
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" 423 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
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 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
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 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
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 A1.1.2 FOR ADDENDA FLOOR PLANS NAILING SCHEDULE IS IN SHEET SD.2 AGENDA ITEM NO. 13.
36 50 SH
41'-0" 19'-3" 2'-0" 1'-7" 8'-11"
5'-0" 5" 1'-10" 5'-0" 2'-0" 8'-10"
6'-41
2 " 6'-41
2 " 003 8'-6"
002
422 8'-6" 422
004
421 1'-9"
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" 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
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
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
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
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
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
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
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 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
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 PARTIAL LOWER FLOOR PLAN 2162D - COTTAGE PLAN 2162B, C, D& E
ADDENDA FLOOR
PLANS
PARTIAL LOWER FLOOR PLAN 2162E
CONTEMPORARY FARMHOUSE
AGENDA ITEM NO. 13.
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 426 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 427 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 428 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 429 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" 430
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 (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
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 A1.1.1 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
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 A1.1.2 FOR ADDENDA FLOOR PLANS NAILING SCHEDULE IS IN SHEET SD.2 AGENDA ITEM NO. 13.
411
411
411 2'-112" 11'-012" 6050 SL 2040 SH 2040 SH
8040 XOX
TEMP. GL. 2030 SHTEMP. GL. 4040 SL TEMP. GL. 3010 SL
39'-11"
10'-6" 10'-9" 18'-8"
7'-8" 9'-6" 2'-0" 16'-0" 16'-0" 33'-0"
17'-4" 13'-2" 2'-4" 5'-7" 11'-11" 33'-0"31'-0"
39'-11"
5'-5"
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.
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
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 (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
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 SHEETS A1.1.3 & A1.1.4 FOR ADDENDA FLOOR PLANS NAILING SCHEDULE IS IN SHEET SD.2 AGENDA ITEM NO. 13.
50 50 SL
39'-11" 20'-3" 19'-8" 59'-7" 10'-6" 59'-7" 23'-51
2 " 5'-6" 8'-91
2 "
2'-6" 2'-0" 1'-5" 3'-7" 6" 2'-0" 5'-91
2 " 1'-0"
15'-2"
551
551
425 8'-0" 425
003
002
005 PORCH 421 004 9'-0" CLG. CONC. 8'-0" 7" 7"
7" 422 8'-0" OPT. OPT.
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
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
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)
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
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
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 2399B & C
ADDENDA FLOOR
PLANS
AGENDA ITEM NO. 13.
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
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 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
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
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 626 OUTLOOKER ASSEMBLY ABOVE - WOOD (SIZE PER ELEVATION) NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2432E
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.
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
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
ADDENDA FLOOR
PLANS
AGENDA ITEM NO. 13.
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
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 2432A 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
AGENDA ITEM NO. 13.
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 436
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
437
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 438
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" 439
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
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 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.2 440 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
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 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 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 441
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
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 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 442 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
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 PLAN 3056D & E ADDENDA FLOOR PLANS PARTIAL LOWER FLOOR PLAN 3056E PROGRESSIVE FARMHOUSE PARTIAL UPPER FLOOR PLAN 3056E PROGRESSIVE FARMHOUSE BATHROOM #4 OPTION INCLUDED OR PRIMARY BDRM #2 W/BATH 4a INCLUDED BATHROOM #4 OPTION INCLUDED OR PRIMARY BDRM #2 W/BATH 4a INCLUDED 443 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.
8'-0"
1D3 19D3 525 1x3 25D3 26D4 AT SOFFIT 3D3 21 D3 525 205 1x4 6D2 27D1 203 25D2 26D3 602 1x4 4" T.G. 762 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS -2" -18" -2" -2" -2" -2" 8'-0" SOFFIT 8'-0" AT 1ST FLOOR U.N.O. 22D3 654 +0" 4D2 +0" 702 1'-11" ± TOP OF HEEL +0" 17D3 +0" 521 698 698 29D4 4D2 1C D1.3 HDR 509 TYP. 595 509 596 768 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 8'-0" 2D3 25D3 AT DR OPT 25D4 AT SOFFIT 698 521 004 698 698 698 762 8'-0" HDRHDR 509 TYP. 509 TYP. 509 768 RIDGE V HIP
RIDGE ROOF AREA: ' ' SQ. FT.C 639 ROOF AREA: ' ' SQ. FT.A 1,431 ROOF AREA: ' ' SQ. FT.B 106 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 812 813 27D1 812 813 1'-0" 1'-0" 22D3 25D1 26D1 839 25D1 802 810 826 839 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 830 2 VENTS 3 HIGH VENTS 4 LOW VENTS 2 HIGH VENTS 2 LOW VENTS ROOF AREA: ' ' SQ. FT.D 276 1 HIGH VENT 1 LOW VENT 837
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 PLAN444 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
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 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 445 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 PLAN446 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 447
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
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 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: 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 1'-6" PLAN 3056E EXTERIOR ELEVATIONS & ROOF PLAN448 Tract 6205 - Sunnyside and Shepherd
Wilson Homes
SITE PLAN 1
SHEPHERD AVE.
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 15
AGENDA ITEM NO. 13.
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. 13.
Tract 6205 - Sunnyside and Shepherd
Wilson Homes
NEIGHBORHOOD PARK CONCEPT 3
AGENDA ITEM NO. 13.
ATTACHMENT 16
452
AGENDA ITEM NO. 13.
453
AGENDA ITEM NO. 13.
“Provide a safe and reliable transportation network that serves all people and respects the environment” DISTRICT 6 OFFICE
1352 WEST OLIVE AVENUE |P.O. BOX 12616 |FRESNO, CA 93778-2616 (559) 908-7064 | FAX (559) 488-4195 | TTY 711
www.dot.ca.gov
August 15, 2023
FRE-168-R7.805
Application for TTM – Tentative Tract Map
TM 6205, GPA 2021-005, GPA 2021-006
PDP 2021, R 2021-009, RO 307
https://ld-igr-gts.dot.ca.gov/district/6/report/26417
SENT VIA EMAIL
George Gonzalez, Senior Planner
Planning and Development Services Department
City of Clovis
1033 Fifth Street
Clovis, CA 93612
Dear Mx. Gonzalez:
Thank you for the opportunity to the Tentative Tract Map 6205 and the associated entitlements for the Shepherd North project which proposes to develop approximately 155 acres of land for the construction of 605 single-family residential units and parkland that is currently outside the City of Clovis’ city limits. The project is approximately 2 miles north of the State Route (SR) 168 and Fowler Avenue interchange and 2.3 miles northeast of the SR 168 and Herndon Avenue interchange.
This project was previously reviewed as part of the Notice of Preparation (NOP) of an Draft Environmental Impact Report (DEIR) and a Scope of Work (SOW) for a Transportation Impact Analysis (TIA) with our office providing comment letters dated June 10, 2022 and June 22, 2022 respectively. All previous comment letters still apply to this project. Please see Attachment “A”
Our office is currently reviewing and plans on submitting a comment letter on the project’s released DEIR with comments on the document due September 4, 2023. 454
AGENDA ITEM NO. 13.
George Gonzalez, TM 6205
August 15, 2023
“Provide a safe and reliable transportation network that serves all people and respects the environment” If you have any other questions, please call or email Christopher Xiong at (559) 908- 7064 or [email protected].
Sincerely,
DAVID PADILLA, Branch Chief
Transportation Planning – North
Attachment A:
Previous Review Comment Letters
455
AGENDA ITEM NO. 13.
Attachment A
456
AGENDA ITEM NO. 13.
“Provide a safe and reliable transportation network that serves all people and respects the environment” DISTRICT 6 OFFICE
1352 WEST OLIVE AVENUE |P.O. BOX 12616 |FRESNO, CA 93778-2616 (559) 908-7064 | FAX (559) 488-4195 | TTY 711
www.dot.ca.gov
June 10, 2022
FRE-168-R7.805
Notice of Preparation of an EIR
Shepherd North Project
https://ld-igr-gts.dot.ca.gov/district/6/report/26417
SENT VIA EMAIL
George Gonzalez, Senior Planner
Planning and Development Services Department
City of Clovis
1033 Fifth Street
Clovis, CA 93612
Dear Mr. Gonzalez:
Thank you for the opportunity to review the Notice of Preparation (NOP) of a Draft Environmental Impact Report for the Shepherd North Project. The project proposes to develop approximately 155 acres of land for the construction of 605 single-family residential units and parkland that is currently outside the City of Clovis’ city limits.
Approximately 2 miles north of the State Route (SR) 168 and Fowler Avenue interchange, the project is located on the northwest quadrant of Shepherd and Fowler Avenue with the project being bounded on the north by Perrin Road, on the east by Fowler Avenue, on the south by Shepherd Avenue, and on the west by Sunnyside Avenue.
Additional subsequent actions and approvals from the City include a General Plan Amendment, Residential Site Plan Review, Vesting Tentative Maps, and other permits and annexation requests.
The mission of Caltrans is to provide a safe and reliable transportation network that serves all people and respects the environment. To ensure a safe and efficient transportation system, we encourage early consultation and coordination with local jurisdictions and project proponents on all development projects that utilize the multimodal transportation networks
Caltrans provides the following comments consistent with the State’s smart mobility goals that support a vibrant economy and sustainable communities:
457
AGENDA ITEM NO. 13.
George Gonzalez, NOP – EIR Shepherd North Project
June 10, 2022
“Provide a safe and reliable transportation network that serves all people and respects the environment”
1. Caltrans requests that prior to initiating the Transportation section of the Draft EIR, Caltrans be provided an opportunity to provide comments on the scope of work. If a kick-off meeting for the development of the Draft EIR is planned to be held by the City, Caltrans requests to be included in this meeting
2. Given the proposed number of single-family housing units and proximity to State Route facilities, the proposed project could have potential impacts on state highway facilities. Caltrans recommends that a transportation impact study (TIS) including a Vehicle miles traveled (VMT) analysis be conducted and the scope of the study should include interchanges of SR 168 at Herndon Avenue and Fowler Avenue, and the SR 168/Shepherd Avenue intersection.
3. Caltrans requests that the Draft EIR be submitted for review once completed and circulated by the City.
4. Caltrans recommends the project proponents consider working with the City to convert a portion of the planned residential units to affordable housing units.
5. It is recommended that the City consider a multimodal transportation system (such as bicycle and pedestrian facilities as well as public transportation) to provide connectivity of modes between the residential uses and commercial/retail uses to reduce VMT impacts from the project.
6. Caltrans recommends the City consider creating a VMT Mitigation Impact Fee to help reduce potential impacts on the State Highway System.
7. Alternative transportation policies should be applied to the development. An assessment of multimodal facilities should be conducted to develop an integrated multimodal transportation system to serve and help alleviate traffic congestion resulting from the project and related development in the area of the City. The assessment should include the following:
a. Pedestrian walkways should not only be limited to the project’s internal connectivity but be connected to existing walkways and transit facilities outside the project area.
b. The project should consider coordinating connections to local and regional bicycle pathways to encourage the use of bicycles for commuter and recreational purposes.
c. If transit is not available within 1/4-mile of the project area, transit should be extended to provide services to high activity centers of the project. 458
AGENDA ITEM NO. 13.
George Gonzalez, NOP – EIR Shepherd North Project
June 10, 2022
“Provide a safe and reliable transportation network that serves all people and respects the environment”
8. As part of the statewide effort to reduce greenhouse gas emissions, Caltrans recommends the project proponent consider the installation of public Level 2 Electric Vehicle (EV) and DC Fast Charging EV charging stations.
9. Active Transportation Plans and Smart Growth efforts support the state’s 2050 Climate goals. Caltrans supports reducing VMT and GHG emissions in ways that increase the likelihood people will use and benefit from a multimodal transportation network.
If you have any other questions, please call or email Christopher Xiong at (559) 908- 7064 or [email protected].
Sincerely,
DAVID PADILLA, Branch Chief
Transportation Planning – North
459
AGENDA ITEM NO. 13.
“Provide a safe and reliable transportation network that serves all people and respects the environment” DISTRICT 6 OFFICE
1352 WEST OLIVE AVENUE |P.O. BOX 12616 |FRESNO, CA 93778-2616 (559) 981-1041 | FAX (559) 488-4195 | TTY 711
www.dot.ca.gov
6/22/2022
FRE-168-R7.805
Shepherd North Traffic Scope
https://ld-igr-gts.dot.ca.gov/district/6/report/26417
SENT VIA EMAIL
Sean K. Smith
Supervising Civil Engineer
Engineering Division, City of Clovis
1033 Fifth Street
Clovis, California 93612
Dear Mr. Smith,
Thank you for the opportunity to review the scope of work for the North Shepherd Sphere of Influence (SOI) Expansion Transportation Impact Analysis. The 155‐acre project site is located on the northeast corner of the Sunnyside Avenue/Shepherd Avenue intersection, approximately 2 miles north of the State Route (SR) 168/Fowler Avenue interchange and approximately 2.5 miles northeast of the SR 168/Herndon Avenue interchange.
General Comments
The project will be a residential development including 605 single‐family homes on approximately 77‐acres and an additional 78 acres will be used for the local road network utilities, greenspace, landscaping, and pedestrian paths.
The scope of work indicated the TIA will examine the following Caltrans intersections:
- State Route 168 (SR-168) Westbound Ramps/Herndon Avenue - SR-168 Eastbound Ramps/Herndon Avenue
Project related comments
Caltrans provides the following comments consistent with the State’s smart mobility goals that support a vibrant economy and sustainable communities:
1. Caltrans concurs the SR 168/Herndon Avenue interchange be included in the TIA. Caltrans recommends a ramp queuing analysis be completed at the SR 168/ Herndon Avenue interchange to identify potential traffic safety impacts. The evaluation for traffic safety impacts should include a review for speed differential between the exit ramps queue and the mainline of SR 99 during the same peak hour study period. 460
AGENDA ITEM NO. 13.
Sean K. Smith Shepherd North Traffic Scope
6/22/2022
“Provide a safe and reliable transportation network that serves all people and respects the environment”
2. In addition, Caltrans anticipates the project related trips will utilize the SR 168/Fowler Avenue interchange. Therefore, Caltrans request the SR 168/Fowler Avenue interchange undergo the same analysis as mentioned in comment #1.
3. Caltrans concurs with the project including a vehicle-miles traveled (VMT) study.
Improvements for existing/future bike and pedestrian facilities on roads in the vicinity of the Project and connectivity between home to work/home to shops should be considered and included in the VMT mitigation plan.
4. Caltrans recommends the City consider creating a VMT Mitigation Impact Fee so that projects, such as this one, can pay into to mitigate their fair share and provide funding for future transportation projects such as active transportation infrastructure.
5. Caltrans recommends the project proponent(s) consider working with the City to convert a portion of the planned residential units to affordable housing units.
6. Active Transportation Plans and Smart Growth efforts support the state’s 2050 Climate goals. Caltrans supports reducing VMT and GHG emissions in ways that increase the likelihood people will use and benefit from a multimodal transportation network.
7. In summary, the trip generation, peak hours, study scenarios, VMT analysis, and methodology seem reasonable.
If you have any other questions, please call or email Edgar Hernandez at (559) 981-7436 or [email protected].
Sincerely,
David Padilla, Branch Chief
Transportation Planning – North
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ATTACHMENT 17
SHEPHERD NORTH PROJECT
GPA2021-006, GPS2021-005, R2021-009, TM6205, & PDP2021-004
FINDINGS IN SUPPORT OF PROJECT APPROVAL
Each element of the proposed Shepherd North Project meets the findings that must be considered when making a decision on a project, as outlined below.
Findings – General Plan Amendments GPA2021-006 and GPA2021-005
1. The proposed amendment is internally consistent with the goals, policies, and actions of the General Plan.
The proposed general plan amendment is consistent with several goals, and policies of the 2014 Clovis General Plan, including those identified above under the section of this staff report titled “Consistency with General Plan Goals and Policies.” Furthermore, as described throughout this staff report, the Project will be consistent with the proposed General Plan land use designation of Medium-High Density Residential.
2. The proposed amendment would not be detrimental to the public interest, health, safety, convenience, or general welfare of the City.
The Project has been reviewed by public safety and utility providers and appropriate conditions have been incorporated to ensure that the applicable standards are adhered to. The proposed amendment will be subject to the Community Facilities District (CFD) funding annexation, which provides additional funding for the provision of public facilities and services for public safety, parks and recreation services, and other important municipal services. Therefore, this finding can be made based on the proposed Project.
3. If applicable, the parcel is physically suitable (including absence of physical constraints, access, compatibility with adjoining land uses, and provision of utilities) for the requested/anticipated project.
The proposed general plan amendment affects approximately 77 acres of land (Development Area), suitable for the development of the 605-lot gated and non-gated single-family planned residential development. Therefore, the project site is physically suitable for the requested land use designation amendment.
Findings - Prezone R2021-009
1. The proposed amendment is consistent with the goals, policies, and actions of the General Plan.
The proposed amendment is consistent with several goals, and policies of the 2014 Clovis General Plan, including those identified above under the section of this staff report titled “Consistency with General Plan Goals and Policies.” Furthermore, as described throughout this staff report, the Project will be consistent with the proposed General Plan land use designation of Medium-High Density Residential. 505
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2. The proposed amendment would not be detrimental to the public interest, health, safety, convenience, or general welfare of the City.
The Project has been reviewed by public safety and utility providers and appropriate conditions have been incorporated to ensure that the applicable standards are adhered to. The proposed amendment will be subject to the Community Facilities District (CFD) funding annexation, which provides additional funding for the provision of public facilities and services for public safety, parks and recreation services, and other important municipal services. Therefore, this finding can be made based on the proposed Project.
3. The parcel is physically suitable (including absence of physical constraints, access, compatibility with adjoining land uses, and provision of utilities) for the requested zoning designations and anticipated land uses/projects.
The proposed amendment affects approximately 77 acres of land (Development Area), suitable for the development of the 605-lot gated and non-gated single-family planned residential development.
Therefore, the project site is physically suitable for the requested zoning designation.
4. The City Council considered the CEQA analysis outlined in the staff report and elsewhere in the Administrative Record and does certify the Revised Final Project Environmental Impact Report for the Shepherd North Project; adopt the CEQA Findings of Fact and a Statement of Overriding Consideration; and adopt a Mitigation Monitoring and Reporting Program.
The City Council has had an opportunity to review and consider the entire Administrative Record relating to the Project, which is on file with the Department, and reviewed and considered those portions of the Administrative Record determined to be necessary to make an informed decision, including, but not necessarily limited to, the staff report, the written materials submitted with the request, and the verbal and written testimony and other evidence presented during the public hearing.
On March 18, 2024, the City Council certified the Revised Final Project Environmental Impact Report for the Shepherd North Project; adopted the CEQA Findings of Fact and a Statement of Overriding Consideration; and adopted a Mitigation Monitoring and Reporting Program.
5. The City Council approval of Prezone 2021-009.
The City Council considered testimony and information received at the public hearing and the oral and written reports from City staff, as well as other documents contained in the record of proceedings (“Administrative Record”) relating to Prezone 2021-009. The facts and evidence in the Administrative Record support approval of Prezone 2021-009.
Findings – Vesting Tentative Tract Map TM6205
1. The proposed map, subdivision design, and improvements are consistent with the General Plan and any applicable specific plan.
The proposed map is consistent with several goals, and policies of the 2014 Clovis General Plan, including those identified above under the section of this staff report titled “Consistency with General Plan Goals and Policies.” Furthermore, as described throughout this staff report, the Project is consistent with the proposed General Plan land use designation of Medium-High Density Residential. 506
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2. The site is physically suitable for the type and proposed density of development.
The proposed vesting tentative tract map affects approximately 77 acres of land with a density of 7.77 unit per acre. The lot sizes within TM6205 range from 1,980 square feet to 15,943 square feet. Therefore, the site is physically suitable for the proposed density of TM6205.
3. The design of the subdivision and the proposed improvements are not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat.
As indicated in the Project EIR, the proposed project and associated improvements would not result in any significant impacts with implementation of mitigation measures prescribed in the Revised Final EIR.
Therefore, the Project will not cause substantial environmental damage or injury to fish and wildlife.
4. The design of the subdivision or type of improvements is not likely to cause serious public health or safety problems.
The design of the subdivision will adhere to the Fire Department standards, Clovis Development Code and Building Code regulations for public health and safety compliance.
5. The design of the subdivision or the type of improvements will not conflict with easements acquired by the public at large for access through or use of property within the proposed subdivision. This finding may also be made if the review authority finds that alternate easements for access or use will be provided, and that they will be substantially equivalent to ones previously acquired by the public. This finding shall apply only to easements of record, or to easements established by judgment of a court of competent jurisdiction, and no authority is hereby granted to the review authority to determine that the public at large has acquired easements of access through or use of property within the proposed subdivision.
All easements acquired by the public at large will be identified during the review process of the final map through the City’s Engineering Division. If necessary, alternative easements will be provided that will be substantially equivalent to ones previously acquired for access through the proposed TM6205.
6. The discharge of sewage from the proposed subdivision into the community sewer system will not result in violation of existing requirements prescribed by the California Regional Water Quality Control Board.
The City Engineer has concluded that the City has capacity to accommodate the proposed Project.
Installation of sewer lines through the proposed subdivision and outside its boundaries will be done in compliance with requirements of the California Regional Water Quality Control Board.
7. The design of the subdivision provides, to the extent feasible, passive or natural heating and cooling opportunities.
The proposed subdivision will comply with the Clovis Development Code and California Building Code requirements as it relates to heating and cooling opportunities within TM6205. 507
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8. The proposed subdivision, its design, density, and type of development and improvements conform to the regulations of this Development Code and the regulations of any public agency having jurisdiction by law.
The proposed subdivision is proposing a density of 7.77 units per acre, which will be consistent with the Clovis General Plan Land Use designation of Medium-High Residential. The proposed subdivision is singlefamily product type as required by the Clovis General Plan for residential developments.
9. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA) and to this end the City Council does certify the Revised Final Project Environmental Impact Report for the Shepherd North Project; adopt the CEQA Findings of Fact and a Statement of Overriding Consideration; and adopt a Mitigation Monitoring and Reporting Program.
The City Council has had an opportunity to review and consider the entire Administrative Record relating to the Project, which is on file with the Department, and reviewed and considered those portions of the Administrative Record determined to be necessary to make an informed decision, including, but not necessarily limited to, the staff report, the written materials submitted with the request, and the verbal and written testimony and other evidence presented during the public hearing.
On March 18, 2024, the City Council certified the Revised Final Project Environmental Impact Report for the Shepherd North Project; adopted the CEQA Findings of Fact and a Statement of Overriding Consideration; and adopted a Mitigation Monitoring and Reporting Program.
10. Without the conditions of approval (Attachment 4B and Attachment 5A of this report), the City Council could not make the findings necessary for approval of vesting tentative tract map TM6205 (attached and labeled Attachment 4A).
11. The basis for the findings is contained in the May 6, 2024, staff report, which is hereby incorporated by reference, as well as the evidence and comments presented during the Public Hearing.
In light of court decisions, it is appropriate for the City to make findings of consistency between the required dedications and the proposed development. Every dedication condition needs to be evaluated to confirm that there is a rough proportionality, or that a required degree of connection exists between the dedication imposed and the proposed development. The City of Clovis has made a finding that the dedication of property for this project satisfies the development's proportionate contribution to the City's circulation system. The circulation system directly benefits the subject property by providing access and transportation routes that service the site. Further, the circulation system also enhances the property's value.
Findings - Planned Development Permit PDP2021-004
1. The planned development permit would:
a. Be allowed within the subject base zoning district.
The proposed PDP is allowed within the R-1-PRD Zone District proposed in conjunction with the prezoning of the Project site (Development Area).
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b. Be consistent with the purpose, intent, goals, policies, actions, and land use designations of the General Plan and any applicable specific plan.
Refer to Findings – Prezone 2021-009.
c. Be generally in compliance with all of the applicable provisions of this Development Code relating to both on- and off-site improvements that are necessary to accommodate flexibility in site planning and property development and to carry out the purpose, intent, and requirements of this chapter and the subject base zoning district, including prescribed development standards and applicable design guidelines.
The Project includes provisions to construct both on and off-site improvements in conformance with City’s adopted infrastructure master plans and the standards included in the 2014 General Plan. The design of the improvements support the proposed Project development standards and land use changes identified in the staff report.
d. Ensure compatibility of property uses within the zoning district and general neighborhood of the proposed development.
Refer to Findings – Vesting Tentative Tract Map 6205.
2. The proposed project would produce a comprehensive development of superior quality (e.g., appropriate variety of structure placement and orientation opportunities, appropriate mix of structure sizes, high quality architectural design, increased amounts of landscaping and open space, improved solutions to the design and placement of parking facilities, incorporation of a program of enhanced amenities, etc.) than which might otherwise occur from more traditional development applications.
Examples of the features in Shepherd North Project that achieve this intent include the following:
• Variation in housing types and densities
• Integration of open space, including one neighborhood park • Comprehensively planned trails, including a proposed community trail along the Shepherd Avenue frontage
• Providing for a corner gateway feature at the northeast corner of Shepherd and N. Sunnyside Avenues
3. Proper standards and conditions have been imposed to ensure the protection of the public health, safety, and welfare.
The proposed PDP will adhere to the Fire Department standards, Clovis Development Code and Building Code regulations for public health and safety compliance. 509
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4. Proper on-site traffic circulation and control is designed into the development to ensure protection for fire suppression and police surveillance equal to or better than what would normally be created by compliance with the minimum setback and parcel width standards identified in Division 2 of this title (Zoning Districts, Allowable Land Uses, and Zone-Specific Standards).
The proposed PDP will comply with the Fire Department standards and City Engineer requirements regarding fire suppression and traffic circulation improvements associated with TM6205.
5. The subject parcel is adequate in terms of size, shape, topography, and circumstances to accommodate the proposed development.
The Project site is not constrained in terms of size, shape, topography or circumstances in a manner that would limit its ability to accommodate the proposed development.
6. The design, location, operating characteristics, and size of the proposed development would be compatible with the existing and future land uses in the vicinity, in terms of aesthetic values, character, scale, and view protection.
Refer to Findings – Vesting Tentative Tract Map 6205.
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AGENDA ITEM NO. 13.
PREVIOUSLY AGREED PROJECT DESIGN ACCOMODATIONS
EXHIBIT 1
SHEPHERD AVENUE
SUNNYSIDE AVENUE
PERRIN AVENUE
SHEPHERD AVE. CONSTRUCTION
SUNNYSIDE AVE. COMPLETION
LARGER HOMES / DEEPER LOTS
6’ MASONRY WALL
25’-30’ LANDSCAPE BUFFER
30’ LANDSCAPED TRAIL AT SHEPHERD AVE.
NEIGHBORHOOD PARK (UNIVERSAL DESIGNED
PLAY STRUCTURE) AND TRAIL CONNECTION
GATED ENTRY
GATED COMMUNITY AMENITY
EVA
LEGEND
FORDHAM AVE.
TRACT 6205
9.3 DU/AC
9.63 DU/AC
HEIRLOOM AVE.
EXISTING
4.73 DU/AC
ATTACHMENT 20
564
AGENDA ITEM NO. 13.
ADDITIONAL PROJECT DESIGN ACCOMODATIONS
EXHIBIT 2
SHEPHERD AVENUE
SUNNYSIDE AVENUE
PERRIN AVENUE
REDUCED AMOUNT OF LOTS - ALL SINGLE STORY
6’-8” MASONRY WALL WITH CONCRETE CAP
NEW 8” WATER LINE WITH STUB OUT LOCATIONS
ADDITIONAL BUFFER
LEGEND
FORDHAM AVE.
TRACT 6205
SHEPHERD AVE.
CONSTRUCTION
IMPROVEMENTS EXTEND
PAST THE FOWLER AVE.
INTERSECTION
1320 LF
PROPOSED
HEIRLOOM AVE.
3.82 DU/AC
565
AGENDA ITEM NO. 13.
Residential Land Use Development Standards
TRACT 6205 - Windsor
DESIGNATION
BUILDING SETBACKS
BUILDING INTENSITY
GARAGES/STREETS/PARKING
Zone District
GP Density Range
Minimum Lot Area
Minimum Lot Width
Minimum Lot Depth
Front Yard (Local)
Side Yard
Corner Street Side
Dwelling Units
Garages
ACCESSORY USES
Walls/Fences
Trellises
Pools and Spas
LAND USE
Maximum Height
STANDARD NOTES
20’ min/10’ min
5’ min
5’ min
10’ min
6,710 sqft
61’
110’
R-1-PRD
7.1 - 15.0 du/ac
2-car
6’ min - 8’ high max
12’ high max
To garage/To living area, projections, and/or
porch/patio
Medium-High Density Residential
Lots at 61’x110’ min
All setbacks measured from PL.
General list of requirements and restrictions.
DEVELOPMENT STANDARDS
35’
For street frontage/For lot width
107
From side yard fence to living area
SINGLE-FAMILY
RESIDENTIAL
Rear Yard
Streets (Public)
Streets (Private) 37.2’ wide min
On-Street Parking Yes
50’/54’ wide
Curved/Corner Lot 45’ min/61’ min
Lot Coverage 55% max
3-car
Covered Structures
Accessory Buildings
5’ min Water portion to rear and side PLs. Pool and spa may not be located in front yard.
Equipment Pool, spa and fountain equipment allowed in side yard easement. 12’ high max
SHEET 1 OF 1 - 4/16/24
NOT TO SCALE The imagery conveys samples of the architectural character intended for these neighborhoods. 5’ min. interior side yard
20’ min. front yard
setback to garage
61’ min.
lot width
110’ min. lot depth
55% max.
lot coverage
PUBLIC STREET
10’ min. to patio or living area
10’ min. front yard setback to porch,
patio, or projections
10’ min. front yard setback
to living area
TRACT 6205
- NEC SHEPHERD & SUNNYSIDE
PUBLIC STREET
5’ min. from
side yard fence
to living area
Fence Line
Covered structures and building additions are
allowed subject to review by the City of Clovis,
provided that lot coverage standards are not
exceeded and that a rear yard encroachment
permit is obtained if encroachment into rear
yard occurs.
20’x20’ min
Tract 6205 side of wall
37’x20’ min/20’x20’ min with 10’x17’ tandem
AGENDA ITEM NO. 13.
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A A10.3 A A10.3 B A10.3 B A10.3 OPT. 12080 TEMP. GL. SLIDER 572
573
AGENDA ITEM NO. 13.
574
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575
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576
AGENDA ITEM NO. 13.
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A A11.3 B A11.3 B A11.3 A A11.3 M. BATH 10'-0" CLG. H.S. M. BDRM 10'-0" CLG. CARPET W.I.C. 10'-0" CLG. CARPET BDRM. 3 10'-0" CLG. CARPET BATH 3 10'-0" CLG. H.S. SERV. 10'-0" CLG. H.S. DINING RM OPT DEN/ OPT BDRM 5 10'-0" CLG. CARPET HALL 10'-0" CLG. H.S. BATH 2 10'-0" CLG. H.S. BDRM. 4 10'-0" CLG. CARPET BDRM. 2 10'-0" CLG. CARPET ENTRY 10'-0" CLG. H.S. GREAT RM. 12'-0" CLG. H.S. KITCHEN 10'-0" CLG. H.S. PANTRY 10'-0" CLG. H.S. HALL 10'-0" CLG. H.S. COVERED ENTRY 10'-0" CLG. CONC. GARAGE 10'-0" CLG. CONC. REAR PATIO 10'-0" CLG. CONC. NOOK 10'-0" CLG. H.S. HALL 10'-0" CLG. CARPET BUTLER PANTRY 10'-0" CLG. H.S.
TEMP. GL. SLIDER 6068 OPT. OPT. 12080 TEMP. GL. SLIDER 3/16/21 REVISED per KAJ. 587 588
AGENDA ITEM NO. 13.
589
AGENDA ITEM NO. 13.
590
AGENDA ITEM NO. 13.
591
AGENDA ITEM NO. 13.
592
593
594
595