Loading...
HomeMy WebLinkAboutItem 5a - Attachment A_Project Plan Excerpts (1043 George)_High ResolutionPROJECT STATISTICS LEGAL DESCRIPTION:CY SLO BUENO VST ADD BL5 LT3 ZONE:R-2, INVENTORY OF HISTORIC RESOURCES AS A CONTRIBUTING LIST RESOURCE PROJECT ADDRESS:1043 GEORGE ST. SAN LUIS OBISPO, CA 93401 APN:003-654-005 PARCEL SIZE:0.17 ACRES / 7,500 S.F. (E) BUILDING FOOTPRINT 7,405.2 S.F. (E) BUILDING SUMMARY USE:RESIDENTIAL OCCUPANCY:R-3 CONSTRUCTION TYPE:V-B, NO FIRE SPRINKLER NUMBER OF STORIES:2 FLOOR) (E) BUILDING FOOTPRINT (LOWER 1,363.0 S.F. COVERED PORCH 253.0 S.F. NUMBER OF BEDROOMS 4 BEDROOMS (E) SECOND FLOOR 500.0 S.F. (E) SECOND FLOOR ATTIC 304.0 S.F. HEIGHT OF BUILDING 20'0"" (N) BUILDING SUMMARY USE:RESIDENTIAL OCCUPANCY:R-3 CONSTRUCTION TYPE:V-B, NO FIRE SPRINKLER NUMBER OF STORIES:2 FLOOR) (E) BUILDING FOOTPRINT (LOWER 1,363.0 S.F. COVERED PORCH 253.0 S.F. BEDROOMS 4 BEDROOMS SECOND FLOOR 695.0 S.F. (E) SECOND FLOOR ATTIC 304.0 S.F. HEIGHT OF BUILDING 21'7" GEORGE ST. REMODEL & ADDITION 1043 GEORGE STREET SAN LUIS OBISPO, CA 93401 SHEET INDEXPROJECT DESCRIPTION FIRE HYDRANT LOCATION THE THREE CLOSEST FIRE HYDRANTS FROM THE SITE IS LOCATED ON : -FIRE HYDRANT #1: 187 FEET ON HENRY STRRET FROM 1043 GEORGE STREET -FIRE HYDRANT #2 397 FEET ON JENNIFER STRRET FROM 1043 GEORGE STREET CODE COMPLIANCE CODES: ALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES: -2019 CALIFORNIA BUILDING CODE (CBC), BASED ON THE 2018 IBC -2019 CALIFORNIA MECHANICAL CODE (CMC), BASED ON THE 2018 UMC -2019 CALIFORNIA PLUMBING CODE (CPC), BASED ON THE 2018 UPC -2019 CALIFORNIA ELECTRICAL CODE (CEC), BASED ON THE 2017 NEC -2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) -2019 CALIFORNIA ENERGY CODE -2019 CALIFORNIA FIRE CODE (CFC), BASED ON THE 2018 IFC -2019 CALIFORNIA HEALTH AND SAFETY CODE (H&SC) -2019 CALIFORNIA BUSINESS AND PROFESSIONS CODE (B&PC) -NATIONAL FIRE PROTECTION ASSOCIATIONS STANDARDS (NFPA) -PROJECT CONDITIONS OF APPROVAL -CITY OF SAN LUIS OBISPO STANDARD CONDITIONS, MUNICIPAL CODES, AMENDMENTS AND SELECTED CODE REQUIREMENTS ON FILE AT THE COMMUNITY DEVELOPMENT DEPARTMENT, PLANNING AND BUILDING DIVISION -ALL OTHER CODES AND ORDINANCES ADOPTED BY THE CITY OF SAN LUIS OBISPO AGENCIES HAVING JURISDICTION OVER THIS PROJECT TITLE T-1.0 TITLE SHEET T-1.1 GENERAL REQUIREMENTS T-1.2 CALIFORNIA GREEN BUILDING STANDARDS CODE T-1.3 CALIFORNIA GREEN BUILDING STANDARDS CODE ARCHITECTURAL SITE CA-0.0 TOPOGRAPHICAL SURVEY CA-1.0 SITE PLAN LANDSCAPE L-1.0 LANDSCAPE PLAN AS-BUILT AB-1.0 AS-BUILT FIRST FLOOR PLAN AB-2.0 AS-BUILT SECOND FLOOR PLAN AB-7.0 AS-BUILT ROOF PLAN AB-9.0 AS-BUILT ELEVATIONS DEMOLITION D-1.0 DEMOLITION FIRST FLOOR PLAN D-2.0 DEMOLITION SECOND FLOOR PLAN D-7.0 DEMOLITION ROOF PLAN ARCHITECTURAL A-1.0 DIMENSIONAL FIRST FLOOR PLAN A-1.1 FIRST FLOOR PLAN A-2.0 DIMENSIONAL SECOND FLOOR PLAN A-2.1 SECOND FLOOR PLAN A-3.0 DOOR AND WINDOW SCHEDULE A-6.0 INTERIOR ELEVATIONS A-7.0 ROOF PLAN A-8.0 SECTIONS A-8.1 SECTIONS A-9.0 ELEVATIONS A-9.1 ELEVATIONS A-9.2 ELEVATION RENDERS TOTAL: 26 SHEETS PROJECT DIRECTORY PETER GILLESPIE & CHERYL CATHEY 325 UNIVERSITY DRIVE MENLO PARK, CA 94025 PH: 650-646-1771 EMAIL: peter.d.gillespie@gmail.com cheryl.cathey@gmail.com OWNER/APPLICANT ARCHITECT HUNTER SMITH ARCHITECTURE 860 WALNUT STREET, SUITE 'B' SAN LUIS OBISPO, CA 93401 CONTACT: DANA HUNTER PH: 805-544-3380 FAX: 805-544-8625 EMAIL: dana@huntersmitharchitecture.com REMODEL AND ADDITION TO A SINGLE FAMILY RESIDENCE. THE REMODEL PRIMARILY INCLUDES INTERIOR MODIFICATIONS TO THE LOWER FLOOR. NO ADDITIONAL BUILDING FOOTPRINT IS BEING PROPOSED. ADDITION INCLUDES A SECOND FLOOR EXPANSION FOR A MASTER SUITE AND OFFICE. MINOR DEVELOPMENT REVIEW INVENTORY OF HISTORIC RESOURCES AS A CONTRIBUTING LIST RESOURCE NORTH FH #1 FH #2 VICINITY MAP: PROJECT LOCATION 879 MORRO ST SAN LUIS OBISPO, CA 93401 800-781-7215 CITY OF SAN LUIS OBISPO AGENCIES & UTILITIES 919 PALM ST SAN LUIS OBISPO, CA 93401 805-781-7180 919 PALM ST SAN LUIS OBISPO, CA 93401 805-781-7172 COUNTY OF SAN LUIS OBISPO PUBLIC HEALTH DEPARTMENT 2191 JOHNSON AVE SAN LUIS OBISPO, CA 93401 805-781-5500 COUNTY SHERIFF'S DEPT. 1585 KANSAS AVE. SAN LUIS OBISPO, CA 93401 805-781-4540 UTILITIES DEPARTMENT CITY HALL 990 PALM ST SAN LUIS OBISPO, CA 93401 805-781-7100 PACIFIC GAS & ELEC. 406 HIGUERA STREET SAN LUIS OBISPO, CA 93401 800-743-5000 CAL FIRE SAN LUIS OBISPO COUNTY FIRE DEPARTMENT 635 N. SANTA ROSA ST. SAN LUIS OBISPO, CA 93401 805-543-4244 UTILITY TELEPHONE 994 MILL ST #200 SAN LUIS OBISPO, CA 93401 805-546-7003 THE SOCAL GAS COMPANY 2240 EMILY ST SAN LUIS OBISPO,CA 93401 805-427-2200 SPECTRUM COMMUNICATIONS 270 BRIDGE ST SAN LUIS OBISPO,CA 93401 866-874-2389 CITY PUBLIC WORKS 919 PALM ST SAN LUIS OBISPO, CA 93401 805-781-7200 SAN LUIS OBISPO POLICE DEPARTMENT 1042 WALNUT ST SAN LUIS OBISPO, CA 93401 805-781-7317 CITY PLANNING CITY BUILDING 043 T-1.0TITLE SHEETPETER GILLESPIE/CHERYL CATHEY325 UNIVERSITY DRIVEMENLO PARK, CA 94025650-646-1771GEORGE REMODELHOME REMODEL1043 GEORGE STREETSAN LUIS OBISPO, CA 93401These drawings are instrumentsof service and are the property ofHUNTER SMITHARCHITECTURE.All designs and other informationon the drawings are for use on thespecified project and shall not beused otherwise without theexpressed written permission ofHUNTER SMITHARCHITECTURE860 Walnut Street • Suite B • San Luis Obispo • CA 93401HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2022 10-31-2023 C-38575 NOT FOR CONSTRUCTIONMINOR ARCH. REV. 11 JUL 2022 043 CA-1.0SITE PLANPETER GILLESPIE/CHERYL CATHEY325 UNIVERSITY DRIVEMENLO PARK, CA 94025650-646-1771GEORGE REMODELHOME REMODEL1043 GEORGE STREETSAN LUIS OBISPO, CA 93401These drawings are instrumentsof service and are the property ofHUNTER SMITHARCHITECTURE.All designs and other informationon the drawings are for use on thespecified project and shall not beused otherwise without theexpressed written permission ofHUNTER SMITHARCHITECTURE860 Walnut Street • Suite B • San Luis Obispo • CA 93401HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2022 10-31-2023 C-38575 NOT FOR CONSTRUCTIONMINOR ARCH. REV. 11 JUL 2022 1/8" = 1'-0" SITE PLAN SCALE: 3'-6"2'-6"C O C O CO CONC CURB AND GUTTER CONC CURB AND GUTTER CONC SIDEWALKHED GEW A L L EDGE OF PAVEMENT W A L L W A L L WALLWALLC O N C WALLWALLC O V E R E D P O R C H T H R E S H O L D E L E V: 2 9 3.6 7' E L E C M E T E R 2 0" T R E EFENCEB A Y WI N D O WFENCEEDGE OF PAVEMENT CONC SIDEWALK3 6" P A L M C O N C E XIS TI N G 2 S T O R Y R E SI D E N C E WALL 3-8" P A L M S WALLWALL WALL WALLCONCWALL 1 0" T R E E 2-1 0" T R E E S WALL D E C K FENCEFENCEF E N C E D E C K E XIS TI N G SI N G L E S T O R Y R E SI D E N C E C O N C FENCE FENCE CONC CONC CURB AND GUTTER CONC SIDEWALK T H R E S H O L D E L E V: 3 0 4.9 4' T H R E S H O L D E L E V: 3 0 4.9 9' 2 E L E C M E T E R S D E N S E S U C C U L E N T SPL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL WATER GAS 154'-6 1/2"48'-0"154'-9"56'-2 7/8"20'-0"9'-0"9'-0"9'-0"2 4 5 6 1 3 7 8 9 11 1 1 1 2 3 3 3 7 8 8 8 12 10 (E) PROPERTY LINE LANDSCAPE AREA- REFER TO SHEET L-1.0 PL PL SYMBOL LEGEND: (E) CONCRETE PATHWAYS UTILITY GENER AL NOTES: 1. PROVIDE ACCESSIBLE SEWER LATERAL CLEANOUT @ THE BUILDING 2. COORDINATE WORK AFFECTING SITE UTILITIES WITH ALL LOCAL AGENCIES AND UTILITY COMPANY REPRESENTATIVES 3. NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND, UNDER ANY BUILDING OR STRUCTURE. ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST SIX INCHES ABOVE GRADE OR STRUCTURE. UPC 1211.3 4. PLACE NON-METALIC SEWER LATERAL PIPE A MINIMUM OF THREE FEET BELOW SURFACE SUBJECT TO VEHICULAR TRAFFIC 5. SLOPE SEWER LATERAL A MINIMUM OF 1/4 INCH PER FOOT (2%) TOWARD POINT OF DISPOSAL. UPC SECTION 708.0 6. PROVIDE APPROVED BACKFLOW PREVENTION DEVICES AT HOSE BIBBS AND LAWN SPRINKLER SYSTEMS. UPC SECTION 603.0 7. SEWER BACK WATER VALVE REQUIRED ON THE SEWER LATERAL 8. ALL ELECTRICAL TELECOMMUNICATION & OTHER UTILITIES SHALL BE INSTALLED UNDERGROUND IN AN APPROVED METHOD OF CONSTRUCTION. (VERIFY LOCATIONS AND POINTS OF CONNECTIONS) 9. PROVIDE WATER PRESSURE REGULATOR AS REQUIRED - 80 PSI MAX 10. VERIFY LOCATION OF PG&E, CATV, AND TELEPHONE UNDERGROUND SERVICE BOXES 11. IF GAS METERS, ELECTRIC UTILITIES OR ANY PART OF THE FIRE PROTECTION WATER SYSTEM ARE SUBJECT TO VEHICULAR DAMAGE, IMPACT PROTECTION SHALL BE PROVIDED SITE GENERAL NOTES: 1. PROJECT IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CITY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS AND IN ACCORDANCE WITH ALL APPLICABLE COUNTY ORDINANCES. WHERE NO STANDARD OR SPECIFICATION EXISTS, THE STANDARDS AND SPECIFICATIONS OF THE CITY OF SAN LUIS OBISPO SHALL GOVERN. THE DECISION OF THE COUNTY ENGINEER SHALL BE FINAL REGARDING THE SPECIFIC STANDARDS THAT SHALL APPLY. 2. REVISIONS REQUIRED BY UNFORESEEN SITE CONDITIONS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO EXECUTION 3. PROVIDE PLANTING TO PROTECT DISTURBED UNPAVED SURFACES FROM EROSION. PROVIDE TEMPORARY EROSION CONTROL DURING CONSTRUCTION. REFER TO ERROSION MITIGATION PLAN. 4. MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 2,500 PSI AT 28 DAYS FOR ALL FLAT WORK 5. PRIOR TO EITHER ROOF NAIL OR FRAMING INSPECTION A LICENSED SURVEYOR IS REQUIRED TO MEASURE THE HEIGHT OF THE STRUCTURE AND SUBMIT A LETTER TO THE BUILDING INSPECTOR, CERTIFYING THAT THE HEIGHT OF THE STRUCTURE IS IN ACCORDANCE WITH THE APPROVED PLANS AND COMPLIES WITH THE HEIGHT REQUIREMENT OF THE CITY OF SAN LUIS OBISPO. 6. VERIFY LOCATION OF RESIDENCE, GARAGE AND ALL SITE IMPROVEMENTS PER PLAN. NOTIFY ARCHITECT WITH DISCREPANCIES, PRIOR TO ANY CONSTRUCTION 7. DRIVEWAYS SHALL BE LOCATED AND CONSTRUCTED PER THE CITY OF SAN LUIS OBISPO STANDARDS. DRIVEWAY SLOPES SHOULD CONFORM TO THE THE CITY OF SAN LUIS OBISPO STANDARDS FOR UPHILL/DOWNHILL DRIVEWAYS 8. IT IS THE OWNER'S RESPONSIBILITY TO VERIFY LOT LINES. PRIOR TO FOUNDATION INSPECTION, THE LOT CORNERS SHALL BE STAKED AND SETBACKS MARKED BY A LICENSED PROFESSIONAL (E) LOAD-BEARING FENCE (E) LOAD-BEARING WALL SITE REFERENCE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PROPERTY LINE BUILDING FOOTPRINT SETBACK LINE - 9'-0" SIDES AND REAR, 20'-0" FRONT WATER METER - VERIFY LOCATION GAS METER - VERIFY LOCATION ELECTRICAL METER - VERIFY LOCATION CONCRETE PATHWAY EXISTING RETAINING WALLS - REFER TO SITE SYMBOL KEY COVERED PORCH N/A SITE OF (E) ACCESSORY DWELLING UNIT ON SITE - NOT PART OF THIS SCOPE OF WORK LOCATION OF THE THREE 95-GALLON SOLID WASTE WHEELERS (GARBAGE, RECYCLING, ORGANICS) THERE IS NO FRONTAGE IMPROVEMENTS OR CHANGE TO UTILITIES. EVERYTHING IS STAYING THE SAME. CREEK SETBACKS ARE NOT NECESSARY; THE SITE IS NO WHERE NEAR BODIES OF WATER. 1/4" = 1'-0" AS-BUILT UPPER FLOOR PLAN SCALE: 043 AB-2.0AS-BUILT UPPERFLOOR PLANPETER GILLESPIE/CHERYL CATHEY325 UNIVERSITY DRIVEMENLO PARK, CA 94025650-646-1771GEORGE REMODEL& ADDITION 1043 GEORGE STREETSAN LUIS OBISPO, CA 93401These drawings are instrumentsof service and are the property ofHUNTER SMITHARCHITECTURE.All designs and other informationon the drawings are for use on thespecified project and shall not beused otherwise without theexpressed written permission ofHUNTER SMITHARCHITECTURE860 Walnut Street • Suite B • San Luis Obispo • CA 93401HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2022 10-31-2023 C-38575 NOT FOR CONSTRUCTIONMINOR ARCH. REV. 11 JUL 2022 HEIGHT IS 4'9" HEIGHT IS 6'6" ATTIC STORAGE 304 S.F. SITTING AREA BEDROOM #3 BEDROOM #4 RIDGE BM STAIRS DN TOILET RM MAIN RESIDENCE UPPER LEVEL 500 S.F GROSS ATTIC AREAATTIC AREA 1 1 2 2 3 3 5 5 A A B B C C D D E E F F G G H H J J 043 AB-7.0AS-BUILT ROOF PLANPETER GILLESPIE/CHERYL CATHEY325 UNIVERSITY DRIVEMENLO PARK, CA 94025650-646-1771GEORGE REMODEL& ADDITION 1043 GEORGE STREETSAN LUIS OBISPO, CA 93401These drawings are instrumentsof service and are the property ofHUNTER SMITHARCHITECTURE.All designs and other informationon the drawings are for use on thespecified project and shall not beused otherwise without theexpressed written permission ofHUNTER SMITHARCHITECTURE860 Walnut Street • Suite B • San Luis Obispo • CA 93401HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2022 10-31-2023 C-38575 NOT FOR CONSTRUCTIONMINOR ARCH. REV. 11 JUL 2022 1/4" = 1'-0" AS-BUILT ROOF PLAN SCALE: 6:12 SLOPE 5:12 SLOPE5:12 SLOPE6:12 SLOPE5:12 SLOPE 5:12 SLOPE (E) LOWER ROOF (E) ROOF RIDGERIDGEVALLEYVALLEY 2:12 SLOPE 1 1 2 2 3 3 5 5 A A B B C C D D E E F F G G H H J J 4 4 1/4" = 1'-0" AS-BUILT ELEVATIONS SCALE: 043 AB-9.0AS-BUILTELEVATIONSPETER GILLESPIE/CHERYL CATHEY325 UNIVERSITY DRIVEMENLO PARK, CA 94025650-646-1771GEORGE REMODEL& ADDITION 1043 GEORGE STREETSAN LUIS OBISPO, CA 93401These drawings are instrumentsof service and are the property ofHUNTER SMITHARCHITECTURE.All designs and other informationon the drawings are for use on thespecified project and shall not beused otherwise without theexpressed written permission ofHUNTER SMITHARCHITECTURE860 Walnut Street • Suite B • San Luis Obispo • CA 93401HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2022 10-31-2023 C-38575 NOT FOR CONSTRUCTIONMINOR ARCH. REV. 11 JUL 2022 WEST SIDE Scale: 1/4" = 1'-0"5 EAST SIDE Scale: 1/4" = 1'-0"2 SOUTH SIDE Scale: 1/4" = 1'-0"3 NORTH SIDE Scale: 1/4" = 1'-0"4 1/4" = 1'-0" DEMOLITION UPPER FLOOR PLAN SCALE: 043 D-2.0DEMOLITION UPPERFLOOR PLANPETER GILLESPIE/CHERYL CATHEY325 UNIVERSITY DRIVEMENLO PARK, CA 94025650-646-1771GEORGE REMODEL& ADDITION 1043 GEORGE STREETSAN LUIS OBISPO, CA 93401These drawings are instrumentsof service and are the property ofHUNTER SMITHARCHITECTURE.All designs and other informationon the drawings are for use on thespecified project and shall not beused otherwise without theexpressed written permission ofHUNTER SMITHARCHITECTURE860 Walnut Street • Suite B • San Luis Obispo • CA 93401HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2022 10-31-2023 C-38575 NOT FOR CONSTRUCTIONMINOR ARCH. REV. 11 JUL 2022 HEIGHT IS 4'9" HEIGHT IS 6'6" STORAGE SITTING AREA BEDROOM #3 BEDROOM #4 RIDGE BM LOFT SPACE 1 1 2 2 3 3 5 5 A A B B C C D D F F H H J J 4 4 1 2 3 4 6 8 7 9 10 111 1 1 2 2 4 10 1.PRIOR TO DEMOLITION, ANY EROSION CONTROL METHODS REQUIRED SHOULD BE IN INSTALLED AND SUFFICIENTLY VERIFIED BY THE GENERAL CONTRACTOR. 2.HOURS OF DEMOLITION SHALL BE LIMITED FROM 7:00 AM TO 7:00 PM, MONDAY THROUGH FRIDAY. 3.PEDESTRIANS SHALL BE PROTECTED FROM CONSTRUCTION / DEMOLITION AS STATED IN CBC CHAPTER 33, SECTION 3306. 4.DUST CONTROL MEASURES SHALL BE IN EFFECT CONTINUOUSLY DURING DEMOLITION AS TO LIMIT THE AMOUNT OF AIRBORNE DEBRIS AND DUST. 5.MATERIAL AND CONSTRUCTION DEBRIS TO BE HAULED OFF SITE SHALL BE SUFFICIENTLY COVERED OR TARPPED AS TO NOT ALLOW ANY MATERIAL TO LEAVE THE VEHICLE WHILE ON ANY PUBLIC RIGHT-OF-WAY. 6.MATERIAL AND CONSTRUCTION DEBRIS TO BE HAULED OFF SITE SHALL BE RECYCLED OR DISPOSED OF PROPERLY IN AN APPROVED MEANS . 7.CAP ALL UTILITIES AS NECESSARY PRIOR TO ANY PLUMBING, ELECTRICAL OR GAS DISCONNECT. 8.REMOVE ALL DEBRIS AND TRASH FROM PREMISES AND REMOVE FROM SITE DAILY. 9.COORDINATE WITH OWNER PRIOR TO REMOVAL OF ANY EQUIPMENT, FURNITURE OR STRUCTURE. 10.SAFEGUARDS DURING CONSTRUCTION AND DEMOLITION SHALL BE IN ACCORDANCE WITH CFC. COMBUSTIBLE CONSTRUCTION DEBRIS SHALL NOT BE PERMITTED TO ACCUMULATE WITHIN THE BUILDING AND SHALL BE REMOVED DAILY. 11.VERIFY ALL ITEMS TO BE DEMOLISHED WITH OWNER PRIOR TO COMMENCING DEMOLITION. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOUND IMMEDIATELY 12.VERIFY AS BUILT CONDITION IN FIELD PRIOR TO CONSTRUCTION/ DEMOLITION. 13.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THE PLANS AND THE AS BUILT CONDITION. 14.VERIFY FRAMING MEMBER SIZES AND DIRECTION AND NOTIFY ARCHITECT/ENGINEER WITH DISCREPANCIES. 15.VERIFY ALL PLUMBING LOCATIONS WITH OWNER PRIOR TO CONSTRUCTION/DEMOLITION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 16.CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 17.A 'CONSTRUCTION AND DEMOLITION RECYCLING PLAN AND DISPOSAL REPORT' SHALL BE COMPLETED BY OWNER OR CONTRACTOR, AND SUBMITTED TO THE COUNTY OF SAN LUIS OBISPO, AS REQUIRED. 18.DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE COUNTY OF SAN LUIS OBISPO 19.CONSTRUCTION NOISE WILL COMPLY WITH THE MUNICIPAL CODE SECTION 9.12 AND IS LIMITED TO THE HOURS SPECIFIED IN THE NOISE REGULATIONS. 20.THE APPLICATION SHALL HAVE THE SEWER LATERAL TELEVISED. THE APPLICATION SHALL SUBMIT A VIDEO INSPECTION OF THE LATERAL(S) TO THE BUILDING DEPARTMENT FOR REVIEW. 21.FIRE SAFETY DURING CONSTRUCTION: BUILDINGS UNDERGOING CONSTRUCTION , ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH CHAPTER 14 OF THE CFC. 22.EXISTING TREES TO BE REMOVED AND SHALL BE VERIFIED WITH THE OWNERS. 23.REMODELING OR DEMOLITION OF A PRE-1978 STRUCTURES WITHOUT USING LEAD SAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH AND SAFETY CODE SECTION 105256. CONTRACTORS, REMODELERS, AND PAINTERS ARE REQUIRED TO USE 'LEAD-SAFE' WORK PRACTICES PURSUANT TO TITLE 17, CALIFORNIA CODE OF REGULATIONS SECTION 36050. CONSTRUCTION DEBRIS KNOWN TO CONTAIN LEAD BASED PAINT MUST BE DISPOSED AT AN APPROVED LOCATION. DEMOLITION NOTES: DEMOLITION WALL LEGEND: INTERIOR WALL TO BE DEMOLISHED DEMOLITION SCOPE OF WORK: 1.EXTERIOR PATIO WALLS 2.SHED ROOF STRUCTURE 3. SECTION OF PARKING LOT INTERIOR DOOR TO BE DEMOLISHED INTERIOR OPENING TO BE REPLACED WINDOW TO BE DEMOLISHED DEMOLITION REFERENCE NOTES: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 REMOVE INTERIOR WALL REMOVE INTERIOR DOOR REMOVE INTERIOR STAIRCASE REMOVE BATHROOM FIXTURES REMOVE FIREPLACE REMOVE PIPE REMOVE ROOF VENT REMOVE WINDOW REMOVE LOFT SPACE REMOVE SKYLIGHT CUTOUT FLOOR FOR STAIRCASE REMOVE WATER HEATER REMOVE EXTERIOR DOOR REMOVE KITCHEN CABINETS & APPLIANCES REMOVE PORTION OF ROOF FOR SKYLIGHT REMOVE ROOF 1.PRIOR TO DEMOLITION, ANY EROSION CONTROL METHODS REQUIRED SHOULD BE IN INSTALLED AND SUFFICIENTLY VERIFIED BY THE GENERAL CONTRACTOR. 2.HOURS OF DEMOLITION SHALL BE LIMITED FROM 7:00 AM TO 7:00 PM, MONDAY THROUGH FRIDAY. 3.PEDESTRIANS SHALL BE PROTECTED FROM CONSTRUCTION / DEMOLITION AS STATED IN CBC CHAPTER 33, SECTION 3306. 4.DUST CONTROL MEASURES SHALL BE IN EFFECT CONTINUOUSLY DURING DEMOLITION AS TO LIMIT THE AMOUNT OF AIRBORNE DEBRIS AND DUST. 5.MATERIAL AND CONSTRUCTION DEBRIS TO BE HAULED OFF SITE SHALL BE SUFFICIENTLY COVERED OR TARPPED AS TO NOT ALLOW ANY MATERIAL TO LEAVE THE VEHICLE WHILE ON ANY PUBLIC RIGHT-OF-WAY. 6.MATERIAL AND CONSTRUCTION DEBRIS TO BE HAULED OFF SITE SHALL BE RECYCLED OR DISPOSED OF PROPERLY IN AN APPROVED MEANS . 7.CAP ALL UTILITIES AS NECESSARY PRIOR TO ANY PLUMBING, ELECTRICAL OR GAS DISCONNECT. 8.REMOVE ALL DEBRIS AND TRASH FROM PREMISES AND REMOVE FROM SITE DAILY. 9.COORDINATE WITH OWNER PRIOR TO REMOVAL OF ANY EQUIPMENT, FURNITURE OR STRUCTURE. 10.SAFEGUARDS DURING CONSTRUCTION AND DEMOLITION SHALL BE IN ACCORDANCE WITH CFC. COMBUSTIBLE CONSTRUCTION DEBRIS SHALL NOT BE PERMITTED TO ACCUMULATE WITHIN THE BUILDING AND SHALL BE REMOVED DAILY. 11.VERIFY ALL ITEMS TO BE DEMOLISHED WITH OWNER PRIOR TO COMMENCING DEMOLITION. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOUND IMMEDIATELY 12.VERIFY AS BUILT CONDITION IN FIELD PRIOR TO CONSTRUCTION/ DEMOLITION. 13.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THE PLANS AND THE AS BUILT CONDITION. 14.VERIFY FRAMING MEMBER SIZES AND DIRECTION AND NOTIFY ARCHITECT/ENGINEER WITH DISCREPANCIES. 15.VERIFY ALL PLUMBING LOCATIONS WITH OWNER PRIOR TO CONSTRUCTION/DEMOLITION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 16.CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 17.A 'CONSTRUCTION AND DEMOLITION RECYCLING PLAN AND DISPOSAL REPORT' SHALL BE COMPLETED BY OWNER OR CONTRACTOR, AND SUBMITTED TO THE COUNTY OF SAN LUIS OBISPO, AS REQUIRED. 18.DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE COUNTY OF SAN LUIS OBISPO 19.CONSTRUCTION NOISE WILL COMPLY WITH THE MUNICIPAL CODE SECTION 9.12 AND IS LIMITED TO THE HOURS SPECIFIED IN THE NOISE REGULATIONS. 20.THE APPLICATION SHALL HAVE THE SEWER LATERAL TELEVISED. THE APPLICATION SHALL SUBMIT A VIDEO INSPECTION OF THE LATERAL(S) TO THE BUILDING DEPARTMENT FOR REVIEW. 21.FIRE SAFETY DURING CONSTRUCTION: BUILDINGS UNDERGOING CONSTRUCTION , ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH CHAPTER 14 OF THE CFC. 22.EXISTING TREES TO BE REMOVED AND SHALL BE VERIFIED WITH THE OWNERS. 23.REMODELING OR DEMOLITION OF A PRE-1978 STRUCTURES WITHOUT USING LEAD SAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH AND SAFETY CODE SECTION 105256. CONTRACTORS, REMODELERS, AND PAINTERS ARE REQUIRED TO USE 'LEAD-SAFE' WORK PRACTICES PURSUANT TO TITLE 17, CALIFORNIA CODE OF REGULATIONS SECTION 36050. CONSTRUCTION DEBRIS KNOWN TO CONTAIN LEAD BASED PAINT MUST BE DISPOSED AT AN APPROVED LOCATION. DEMOLITION NOTES: DEMOLITION WALL LEGEND: INTERIOR WALL TO BE DEMOLISHED DEMOLITION SCOPE OF WORK: 1.EXTERIOR PATIO WALLS 2.SHED ROOF STRUCTURE 3. SECTION OF PARKING LOT INTERIOR DOOR TO BE DEMOLISHED INTERIOR OPENING TO BE REPLACED WINDOW TO BE DEMOLISHED 043 D-7.0DEMOLITION ROOFPLANPETER GILLESPIE/CHERYL CATHEY325 UNIVERSITY DRIVEMENLO PARK, CA 94025650-646-1771GEORGE REMODEL& ADDITION 1043 GEORGE STREETSAN LUIS OBISPO, CA 93401These drawings are instrumentsof service and are the property ofHUNTER SMITHARCHITECTURE.All designs and other informationon the drawings are for use on thespecified project and shall not beused otherwise without theexpressed written permission ofHUNTER SMITHARCHITECTURE860 Walnut Street • Suite B • San Luis Obispo • CA 93401HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2022 10-31-2023 C-38575 NOT FOR CONSTRUCTIONMINOR ARCH. REV. 11 JUL 2022 1 1 2 2 3 3 5 5 A A B B C C D D E E F F G G H H J J 4 4 10 15 16 15 15 10 16 10 1/4" = 1'-0" DEMOLITION ROOF PLAN SCALE: DEMOLITION REFERENCE NOTES: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 REMOVE INTERIOR WALL REMOVE INTERIOR DOOR REMOVE INTERIOR STAIRCASE REMOVE BATHROOM FIXTURES REMOVE FIREPLACE REMOVE PIPE REMOVE ROOF VENT REMOVE WINDOW REMOVE LOFT SPACE REMOVE SKYLIGHT CUTOUT FLOOR FOR STAIRCASE REMOVE WATER HEATER REMOVE EXTERIOR DOOR REMOVE KITCHEN CABINETS & APPLIANCES REMOVE PORTION OF ROOF FOR SKYLIGHT REMOVE ROOF 1/4" = 1'-0" UPPER FLOOR PLAN SCALE: 043 A-2.1UPPER FLOOR PLANPETER GILLESPIE/CHERYL CATHEY325 UNIVERSITY DRIVEMENLO PARK, CA 94025650-646-1771GEORGE REMODEL& ADDITION 1043 GEORGE STREETSAN LUIS OBISPO, CA 93401These drawings are instrumentsof service and are the property ofHUNTER SMITHARCHITECTURE.All designs and other informationon the drawings are for use on thespecified project and shall not beused otherwise without theexpressed written permission ofHUNTER SMITHARCHITECTURE860 Walnut Street • Suite B • San Luis Obispo • CA 93401HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2022 10-31-2023 C-38575 NOT FOR CONSTRUCTIONMINOR ARCH. REV. 11 JUL 2022 FLOOR PLAN REFERENCE NOTES: 1 2 3 4 5 6 7 8 9 10 EXTERIOR WOOD STUD WALL - REFER TO WALL LEGEND (E) FRONT DOOR, TO REMAIN AND GET A FRESH COAT OF PAINT - REFER TO DOOR SCHEDULE ON SHEET A-3.0 (E) DOOR - REFER TO DOOR SCHEDULE ON SHEET A-3.0 (E) INTERIOR WOOD STUD WALL - REFER TO WALL LEGEND (N) INTERIOR WOOD STUD WALL - REFER TO WALL LEGEND (N) INTERIOR WOOD FRAMED STAIRS @ 6" R. 10" T. 20 RISERS. (N) INTERIOR DOOR - REFER TO DOOR SCHEDULE ON SHEET A-3.0 (N) WINDOW - REFER TO WINDOW SCHEDULE ON SHEET A-3.0 (N) EXTERIOR DOOR - REFER TO DOOR SCHEDULE ON SHEET A-3.0 DUTCH DOOR - REFER TO DOOR SCHEDULE ON SHEET A-3.0 11 12 13 14 15 16 17 18 19 20 EXTERIOR LIGHT FIXTURE SHALL BE DARK SKY COMPLIANT - REFER TO ELEVATIONS SHEETS FOR MORE INFORMATION EXISTING COVERED FRONT PORCH TO REMAIN DOUBLE KITCHEN SINK WITH GARBAGE DISPOSAL (VERIFY DIMENSIONS WITH MANUFACTURER) INDUCTION STOVE AND OVEN STOVE HOOD - VERIFY DIMENSIONS WITH MANUFACTURER REFRIGERATOR AND ROUGH PLUMBING FOR WATER IN RECESSED WALL BOX (VERIFY DIMENSIONS WITH MANUFACTURER) DISHWASHER - VERIFY DIMENSIONS WITH MANUFACTURER UPPER CABINETS - VERIFY DIMENSIONS ON SITE ±36" COUNTER WITH CABINETS BELOW KITCHEN ISLAND WITH UNDERCOUNTER MICROWAVE - VERIFY DIMENSIONS OF ISLAND ON SITE 21 22 23 24 25 26 27 28 29 30 ±42" BREAKFAST BAR WITH SEATING AND 1'-0" KNEE CLEARANCE WASHER. PROVIDE HOT & COLD WATER AND WASTE (VERIFY DIMENSIONS WITH MANUFACTURER) DRYER. PROVIDE 4" Ø VENT WITH LINT TRAP TO EXTERIOR. (VENT RUN SHALL COMPLY WITH MANUFACTURER AND SECTION 504.3.2.2 OF THE UNIFORM MECHANICAL CODE) DRYER/DOMESTIC MOISTURE EXHAUST VENT / DUCT. MAX. LENGTH = 12'-0" WITH THREE 90º ELBOWS @ BASE PROVIDE LINT TRAP AND BACKFLOW DAMPER @ BASE. PROPOSED DUCT LENGTH IS 4'-0" EXISTING WATER HEATER TO REMAIN, BUT MUST BE ENCLOSED IN NEWLY CONSTRUCTED CLOSET LOW FLOW TOILET (1.28 GPF) ACRYLIC TUB WITH TILE WAINSCOT. PROVIDE ONE-PIECE WELDED TRAP OR ACCESS PANEL PER LOCAL CODE 36" H VANITY WITH DROP-IN SINK (VERIFY DIMENSIONS WITH MANUFACTURER) SINGLE POLE AND SHELF IN CLOSETS ATTIC AREA - TO BE USED AS EXTRA STORAGE. PROVIDE LIGHT AND SWITCH. FOR ATTIC DOOR DIMENSIONS, REFER TO DOOR SCHEDULE ON SHEET A-3.0 31 32 33 34 35 36 37 38 39 40 PACIFIC BELL TELEPHONE CONNECTION (VERIFY LOCATION WITH UTILITY COMPANY) 200 AMP ELECTRICAL PANELS (VERIFY LOCATION WITH UTILITY COMPANY) GAS METER WITH UNDERGROUND GAS LINE (VERIFY LOCATION WITH UTILITY COMPANY) CUSTOM BUILT-IN DESK - VERIFY LOCATION OF DRAWERS AND DIMENSIONS CUSTOM BUILT PANTRY CABINET - VERIFY DIMENSIONS ON SITE CUSTOM BUILT CABINETRY - VERIFY DIMENSIONS ON SITE SKYLIGHTS - VERIFY WITH OWNER WHICH ONES ARE GOING TO BE OPERABLE AND WHICH ONES ARE GOING TO BE FIXED WALK-IN CLOSET - VERIFY WITH OWNER THE LAYOUT OF IT FANCY BATHTUB/SHOWER IN THE MASTER BATHROOM DASHED OUTLINE OF THE LOWER FLOOR 2X6 EXTERIOR FRAMING @ 16" O.C. 2X6 INTERIOR FRAMING WALLS @ 16" O.C. GENERAL FLOOR PLAN NOTES: WALL LEGEND: 1.VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 2.VERIFY ALL APPLIANCE, FIXTURE & EQUIPMENT SIZES AND LOCATIONS W/OWNER, PRIOR TO INSTALLATION. 3.REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION. EXPOSED STEEL FRAMING TO PROTECTED 4.REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION. 5.REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION. 6.REFER TO PLUMBING PLANS FOR FURTHER INFORMATION. 7.ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY. 8.REFER TO FINISH PLAN AND SCHEDULE FOR INTERIOR WALL AND FLOOR FINSH INFORMATION. 9.DIMENSIONS ARE TO FACE OF FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE. 10.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES. 11.PROVIDE FIRE BLOCKING FOR WALL CAVITIES THAT EXCEED CBC HEIGHT LIMITATION. 12.INTERIOR ELAVTIONS ARE IDENTIFIED ON FINISH PLANS 13.REFER TO ENLARGED FLOOR PLANS FOR GUEST ROOMS FOR MORE INFORMATION 14.ALL INTERIOR DOOR HEIGHTS SHALL BE 7'-8" U.N.O. VERIFY ROUGH OPENINGS PRIOR TO FRAMING 15.ALL EXTERIOR DOOR DOOR AND WINDOW HEIGHTS SHALL BE 6'-8" U.N.O. VERIFY ROUGH OPENINGS PRIOR TO FRAMING 16.ALL ANGLES ARE 45°, U.N.O. 17.SET BUILDING FOOTPRINT 3" MIN. AWAY FROM THE BUILDING SETBACK LINES TO ALLOW FOR FINISH MATERIALS 18.ALL FINISH CEILING HEIGHTS SHALL BE + 9'-0" TYP. U.N.O.- REFER TO FLOOR PLANS DOOR PER A-3.0 DOOR SCHEDULE WINDOW PER A-3.0 WINDOW SCHEDULE HANDRAILS/GUARDRAILS: PER CRC SECTION R311 AND SECTION R312 HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT GREATER THAN 2". IF THE HANDRAILS IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6-1/4" WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2-1/4". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01" (C.R.C., SECTION R311.7.8.3.1) 4. STAIRWAYS SHALL HAVE HANDRAILS ON AT LEAST ONE SIDE AND SHALL COMPLY WITH C.R.C. SECTION R311 THROUGH SECTION R312 1. REQUIRED GUARDS AT OPEN SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 42" HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING OF THE LINE CONNNECTING THE LEADING EDGES OF THE TREADS (C.R.C., SECTION R312.1.2) 6. 7. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE SHALL BE NOT LESS THAN 34" AND NOT MORE THAN 38". (C.R.C., SECTION R311.7.8.1) 2. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFTEY TERMINALSAND RAILS ADJACENT TO A WALL SHALL HAVE A SAPCE OF NOT LESS THAN 1-1/2" BETWEEN THE WALL AND THE HANDRAILS. (C.R.C., SECTION R311.7.8.2) EXCEPTIONS: 3. 1.HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 2.THE USE OF A COLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. 5. PROVIDE A MINIMUM OF 6'-8" CLEAR ABOVE ALL PORTIONS OF THE STAIRS AND LANDINGS. THIS DIMENSION IS MEASURED FROM A PLANE TANGENT TO THE STAIRWAY TREAD NOSING (C.R.C., SECTION R311.7.2) 8.MAXIMUM STAIRWAY RISER HEIGHT SHALL BE 7-3/4" AND THE MINIMUM RUN (TREAD DEPTH) SHALL BE 10" (C.R.C., SECTION R311.7.5) 9. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER. (C.R.C., SECTION R312.1.3) EXCEPTIONS: 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIRS, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6" IN DIAMETER. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4-3/8" IN DIAMETER. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS (C.R.C., SECTION R311.7.8) 1.ALL EXTERIOR WOOD DOORS SHALL BE SOLID CORE, 1-3/8" THICK OR 20 MIN. FIRE RATED. ALL INTERIOR DOORS SHALL BE SOLID CORE. 2.DOOR FROM RESIDENCE TO GARAGE SHALL BE 20 MIN. RATED AND SELF-CLOSING. 3.ALL INTERIOR DOORS SHALL HAVE DOOR STOPS AND (3) THREE BUTT HINGES, SUPPLY (4) FOUR BUTT HINGES FOR 8'-0" DOORS 4.ALL GLAZING IN DOORS SHALL BE DUAL & TEMPERED UNLESS NOTED OTHERWISE. 5.PROVIDE AND INSTALL WEATHERSTRIPPING AT ALL EXTERIOR DOORS. (DOORS SHALL BE SEALED W/ AN APPROVED SEALER) ALL OUTSWING PATIO DOORS SHALL BE 'ANDERSON' EXTERIOR CLAD DOORS. 6.PROVIDE 'ANDERSON' RETRACTABLE INSECT SCREENS FOR OUTSWING DOORS. ALL GLAZING IN OUTSWING DOOR SHALL BE DOUBLE PANE HIGH PERFORMACE WITH A U-VALUE OF .33 & A S.H.G.C. OF .29. 1. V.I.F. ALL ROUGH OPENING SIZES OF D & W UNITS TO BE REMOVED/ REPLACED. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL EXISTING WINDOWS SHALL BE REPLACED W/ NEW WNDWS PER SCHEDULE. 3. FINISHES SHALL BE CONFIRMED W/ ARCHITECT & OWNER. 4. ALL NEW DOOR & WINDOWS GLAZING SHALL BE DUAL-GLAZED "LOW-E" RATED, U.N.O. 5. OPERABILITY OF WINDOWS SHALL BE CONFIRMED W/ OWNER PRIOR TO PURSHASE 1. SUBCONTRACTOR TO FURNISH AND INSTALL ALL ITEMS TO COMPLETE THE MIRRORS AND SHOWER DOORS PER THE APPROVED PLANS. 2. MIRRORS SHALL BE 1/4" THICK 3. ALL MOUNTING HEIGHTS SHOWN OM DRAWINGS SHOULD BE VERIFIED BY OWNER. DOOR NOTES: WINDOW NOTES: 1.ALL WINDOWS SHALL BE 'MILGARD' STYLELINE WINDOWS, OR EQUAL; ALL INTERIOR FINISHES SHALL BE PAINT/ STAIN GRADE. 2.ALL GLAZING SHALL BE DUAL, INSULATED, HIGH PERFORMANCE - REFER TO TITLE-24 FOR ADDITIONAL INFORMATION. 3.ALL GLAZING SHALL BE CLEAR UNLESS NOTED OTHERWISE - REFER TO PLAN FOR LOCATIONS. 4.ALL OPERABLE WINDOWS SHALL BE PROVIDED WITH SCREEN. 5.REFER TO FLOOR PLAN FOR DESIGNATION OF TEMPERED GLAZING. 6.THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTATCHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) & SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. 7.EGRESS WINDOWS SHALL HAVE A MIN. NET CLR. OPENABLE AREA OF 5.7 SQ. FT. THE MIN. NET CLR. OPENABLE HEIGHT DIM. SHALL BE 24". THE MIN. NET CLR. OPENABLE WIDTH DIM. SHALL BE 20". THE BOTTOM OF THE NET CLR. OPENING SHALL BE NO HIGHER THAN 44" ABOVE THE FLOOR. MIRROR AND SHOWER NOTES: ADDITIONAL DOOR & WINDOW NOTES: D# W#T-24 REPORT PER T-1.6 T-24 REPORT PER T-1.6 W-12(N)D-10(N)W-12(N)D-04(N)D-04(N) CLOSET BATH #2 OFFICED-04(N)D-11(N)BEDROOM #3 D-03(N)STAIRS DN W-13(N)W-13(N)W-13(N)W-13(N) D-12(N) RISE: 6" RUN: 10" 20 RISERS CLO. CLO. SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT ATTIC STORAGE 304 S.F. MAIN RESIDENCE UPPER LEVEL 695 S.F RIDGE BM 1 4 6 26 28 29 30 5 8 7 1 1 1 5 36 37 38 39 7 37 40 40 1 1 2 2 3 3 5 5 A A B B C C D D E E F F G G H H J J 4 4 1/4" = 1'-0" R OOF PLAN SCALE: 043 A-7.0ROOF PLANPETER GILLESPIE/CHERYL CATHEY325 UNIVERSITY DRIVEMENLO PARK, CA 94025650-646-1771GEORGE REMODEL& ADDITION 1043 GEORGE STREETSAN LUIS OBISPO, CA 93401These drawings are instrumentsof service and are the property ofHUNTER SMITHARCHITECTURE.All designs and other informationon the drawings are for use on thespecified project and shall not beused otherwise without theexpressed written permission ofHUNTER SMITHARCHITECTURE860 Walnut Street • Suite B • San Luis Obispo • CA 93401HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2022 10-31-2023 C-38575 NOT FOR CONSTRUCTIONMINOR ARCH. REV. 11 JUL 2022 (N) RIDGE 2:12 SLOPE 6:12 SLOPE 5:12 SLOPE 2'-6"2'-0"2'-6"2'-6"(E) RIDGERIDGE5:12 SLOPE6:12 SLOPE2'-6"2'-6"2'-6" 5:12 SLOPE 5:12 SLOPE (E) LOWER ROOF (E) ROOF (N) ROOF 1 1 2 2 3 3 5 5 A A C C F F H H J J 4 4 2 6 7 8 10 12 13 3 1 1 1 2 2 7 7 7 88 8 12 12 13 11 9 10 10 9 11 11 5 4 8 14 AREA A: ATTIC REQUIRED: 1892 SQ. FT.x 144 SQ.IN./SQ.FT.x 1 = 1816 SQ.IN. 150 PROPOSED: GABLE END VENTS MANUFACTURER: BRANDGUARD VENTS MODEL: 14" X 18" GABLE END MODEL #GV2041-FF 71.1 SQ.IN. / LOC.x 3 LOC.=213 SQ.IN. LOW PROFILE ROOF VENT MANUFACTURER: BRANDGUARD VENTS MODEL: 16" X 16" LOW PROFILE ROOF VENT MODEL #SB2021* 86 SQ.IN. / LOC.x 11 LOC.=946 SQ.IN. SOFFIT ATTIC VENTILATION MANUFACTURER: BRANDGUARD VENTS MODEL: 2" X 120" SOFFIT VENT MODEL #CS2031-FF 120 SQ.IN. / LOC.x 6 LOC.=720 SQ.IN. TOTAL PROPOSED = 1879 SQ.IN. (MIN.) 1879 SQ. IN.≥1816 SQ. IN.\O.K. C.B.C. 1203.2: A MIN. OF 1" OF AIRSPACE SHALL BE PROVIDED B/WN THE INSULATION AND ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. GENERAL ROOFING NOTES: ROOF MATERIAL: ATTIC VENT CALCULATION: CLASS "A", 40 YEAR COMPOSITION ASPHALT SHINGLE BY ELK OR APPROVED EQUAL. INSTALLED OVER ONE LAYER MINIMUM TYPE 90 FELT OR PER MFR.'S SPECIFICATIONS. ROOF COVERING AND INSTALLATION AS PER CBC 1507. ALL ROOFING SHALL COMPLY WITH SECTION 4203, PUBLIC RESOURCES CODE. ROOFING CONTRACTOR SHALL PROVIDE CERTIFICATION OF ROOF COVERING CLASSIFICATION TO THE GOVERNING JURISDICTION PRIOR TO FINAL INSPECTION. COMPOSITION SHINGLE NOTE: FINAL COLOR PER APPROVED COLOR BOARD ON FILE IN ARCHITECT'S OFFICE. 1. 2. 3. 4. 5. 6. 8. ROOFING MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH CHAPTER 15, 2016 C.B.C. A. B. UNDERLAYMENT ROOFING: ROOF SLOPE: TYPE: REFER TO ROOF NOTE THIS SHEET TYPE: REFER TO NOTE THIS SHEET SLOPE: VARIESC. FLASH CRICKETS AND VALLEYS IN ACCORDANCE WITH 2016 C.B.C. SECTION 1503 AND 1507. FLASH AND COUNTERFLASH JUNCTIONS OF ROOFS AND VERTICAL SURFACES PER ROOFING MANUFACTURER'S RECOMMENDATIONS AND, WHEN OF METAL, SHALL NOT BE LESS THAN 26 GAGE CORROSION-RESISTANT METAL FLASH ALL PLUMBING, MECHANICAL, AND ELECTRICAL ROOF PENETRATIONS. PROVIDE ATTIC CROSS VENTILATION AS FOLLOWS (C.B.C. SECTION 1203.2) NET FREE VENTING AREA: 1/150 OF ATTIC AREAA. B.FOR ATTIC VENTILATION CALCULATIONS-REFER TO TABLES PROTECT ATTIC VENTS AGAINST ENTRANCE OF RAIN AND SNOW. ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. 7.ALL FLASHING AT VALLEYS SHALL BE 28 GAGE MIN. CORROSION-RESISTANT METAL NOTE: R- VALUE IN ATTIC : R-30 PER T-24 REPORT 9.ROOF GUTTERS SHALL BE PROVIDED W/ MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. 10.VAULTED CEILING @ PROCESSING SHALL UTILIZE VINYL FACED BLANKET INSULATION IN JOIST BAYS AND/OR SHALL BE IN COMPLIANCE W/ ENERGY REPORT REG. 11.VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ALL DISCREPANCIES PRIOR TO CONSTRUCTION. JOHNS MANSVILLE, (SP8RA) ULTRAGUARD PVC, FULLY ADHERED, SINGLE PLY MEMBRANE - CLASS 'A' MIN., INSTALL PER MANUFACTURER'S SPECIFICATIONS. ROOF COVERING AND INSTALLATION AS PER CBC 1507, TABLE 1507.10.2. ROOFING CONTRACTOR SHALL PROVIDE CERTIFICATION OF ROOF COVERING CLASSIFICATION TO THE COUNTY OF SANTA BARBARA PRIOR TO FINAL INSPECTION. SINGLE PLY PVC ROOF CLASS "A", 40 YEAR COMPOSITION ASPHALT SHINGLE BY ELK OR APPROVED EQUAL. INSTALLED OVER ONE LAYER MINIMUM TYPE 90 FELT OR PER MFR.'S SPECIFICATIONS. ROOF COVERING AND INSTALLATION AS PER CBC 1507. ALL ROOFING SHALL COMPLY WITH SECTION 4203, PUBLIC RESOURCES CODE. ROOFING CONTRACTOR SHALL PROVIDE CERTIFICATION OF ROOF COVERING CLASSIFICATION TO THE GOVERNING JURISDICTION PRIOR TO FINAL INSPECTION. NOTE: FINAL COLOR PER APPROVED COLOR BOARD ON FILE IN ARCHITECT'S OFFICE. FLASH AND COUNTERFLASH JUNCTIONS OF ROOFS AND VERTICAL SURFACES PER ROOFING MANUFACTURER'S RECOMMENDATIONS AND, WHEN OF METAL, SHALL NOT BE LESS THAN 26 GAGE CORROSION-RESISTANT METAL FLASH ALL PLUMBING, MECHANICAL, AND ELECTRICAL ROOF PENETRATIONS. ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. ALL FLASHING AT VALLEYS SHALL BE 28 GAGE MIN. CORROSION-RESISTANT METAL INDICATES FOOTPRINT OF BUILDING OUTLINE OF ROOF GALVANIZED METAL DOWNSPOUT. PAINTED BLACK (E) FLAT ROOF. 2% SLOPE. (N) PVC MEMBRANE W/ SBS UNDERLAYMENT PER SPEC, THIS SHEET ROOF GUTTERS SHALL BE PROVIDED W/ MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. VAULTED CEILING @ PROCESSING SHALL UTILIZE VINYL FACED BLANKET INSULATION IN JOIST BAYS AND/OR SHALL BE IN COMPLIANCE W/ ENERGY REPORT REG. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ALL DISCREPANCIES PRIOR TO CONSTRUCTION. GEORGIA-PACIFIC, DENS-DECK ROOF BOARD - 1/4" THICK. INSTALL PER MANUFACTURER'S SPECIFICATIONS. (N) STANDING SEAM METAL ROOF OVER (E) ROOF TRUSSES. (N) FLAT ROOF OVERHANG OVER ENTRANCE @ 2 (E) COLUMNS TO REMAIN (N) SURFACE MOUNT ROOF VENTS PER SPEC, THIS SHEET ROOF MOUNTED MECHANICAL EQUIPMENT. REFER TO MECHANICAL SHEETS. PARAPET AROUND FLAT ROOF. INCREASE HEIGHT OF PARAPET A MIN. OF +30" ABOVE ROOF LOCATED @ PROPERTY LINE FOR PROPER FIRE SEPARATION PER 2016 CBC 705.11.1 INCREASE HEIGHT OF PARAPET A MIN. OF +30" ABOVE ROOF LOCATED @ PROPERTY LINE FOR PROPER FIRE SEPARATION PER 2016 CBC 705.11.1 ROOF DRAIN TO DOWNSPOUT W/ OVER FLOW ROOFING REFERENCE NOTES: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 OUTLINE OF ROOF (E) ASPHALT SHINGLE ROOF, 5:12 SLOPE, (N) ASPHALT ROOF, 2:12 SLOPE (TO MATCH EXISTING) (N) RIDGE OF ROOF BELOW (E) RIDGE OF ROOF BELOW 2" Ø PLUMBING VENT GALVANIZED METAL GUTTER, PAINTED TO MATCH THE TRIM OF THE HOUSE - COLOR: TBD BY OWNER AND ARCHITECT GALVANIZED METAL DOWNSPOUT, PAINTED TO MATCH THE TRIM OF THE HOUSE - COLOR: TBD BY OWNER AND ARCHITECT ROOF VENT - SUB BASE FOR LOW PROFILE ROOF VENT, STANDARD FLANGE WITH SUB-FLASHING, TO BE INSTALLED WITH A LOW PROFILE DORMER VENT. DIMENSIONS: 16" X 16", NET FREE VENTILATIONS AREA= 86 SQ.IN./FT. - REFER TO CALCULATIONS ON THIS SHEET GABLE END VENTS - BRANDGUARD GABLE END VENT, FLANGE FRONT OPTION. DIMENSIONS: 14" X 18", NET FREE VENTILATION AREA= 71.1 SQ.IN./FT. - REFER TO CALCULATIONS ON THIS SHEET SOFFIT VENTS - BRANDGUARD HOT DIPPED GALVANIZED STEEL CONTINUOUS SOFFIT VENT. DIMENSIONS: 2" X 120", NET FREE VENTILATION AREA= 120 SQ.IN./FT. - REFER TO CALCULATIONS ON THIS SHEET INDICATES FOOTPRINT OF THE BUILDING SKYLIGHT - TBD IF OPERABLE OR FIXED (N) DECORATIVE KICKER. PROFILE TO BE SIMILAR TO PORCH AREA 043 A-9.0ELEVATIONPETER GILLESPIE/CHERYL CATHEY325 UNIVERSITY DRIVEMENLO PARK, CA 94025650-646-1771GEORGE REMODEL& ADDITION 1043 GEORGE STREETSAN LUIS OBISPO, CA 93401These drawings are instrumentsof service and are the property ofHUNTER SMITHARCHITECTURE.All designs and other informationon the drawings are for use on thespecified project and shall not beused otherwise without theexpressed written permission ofHUNTER SMITHARCHITECTURE860 Walnut Street • Suite B • San Luis Obispo • CA 93401HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2022 10-31-2023 C-38575 NOT FOR CONSTRUCTIONMINOR ARCH. REV. 11 JUL 2022 3/16" = 1'-0" ELEVATIONS SCALE: EXTERIOR FINISHES AND COLOR SHALL BE VERIFIED WITH THE OWNER PRIOR TO APPLICATION, WHETHER SPECIFIED ON THE PLANS OR NOT. EXTERIOR ELEVATION GENERAL NOTES: 7.FLASHING: PROVIDE FLASHING AND COUNTER- FLASHING PER C.B.C. 1503.2.1 AT CHIMNEYS, PARAPETS, BALCONIES, LANDINGS, EXTERIOR STAIRWAYS, ROOF TO WALL INTERSECTIONS, AND ANY OTHER VERTICAL TO HORIZONTAL INTERSECTIONS TO PROVIDE A WEATHER AND WATER TIGHT JOB. FLASHING AND COUNTER-FLASHING SHALL BE MIN. 26 GA. GALV. METAL. PAINT ALL GALV. METAL MATERIAL TO MATCH ADJACENT MATERIAL (I.E AT ROOF PENETRATIONS, LOUVERS,ETC.) LATH AND PLASTER: EXTERIOR PLASTER TO COMPLY WITH IBC AND SHALL CONSIST OF A BASE (SCRATCH) COAT, FINISH (BROWN) COAT, AND A (FINAL) COLOR COAT. PROVIDE GALV. EXTERIOR CORNER BEADS AND INTERIOR CORNER REINFORCING. REFER TO STUCCO SECTION BELOW A WEEP SCREED SHALL BE INSTALLED AT THE BASE OF ALL EXTERIOR PLASTER WALLS TO ALLOW TRAPPED MOISTURE TO ESCPAPE. SCREED SHALL BE MIN. 26. GALV. METAL WITH 3.5 IN. MOUNTING FLANGE. SCREED SHALL BE MIN. 4 INCHES ABOVE EARTH AND A MIN. 2 IN. ABOVE PAVING PROVIDE TWO LAYERS OF GRADE D PAPER BEHIND EXTERIOR PLASTER (WHERE IT OCCURS OVER PLYWOOD SHEAR PANELS) AS A WEATHER RESISTIVE BARRIER. ADDRESS NUMBERS, MIN. 6" HIGH ON A CONTRASTING BACKGROUND SHALL BE POSTED ON THE BUILDING, PLAINLY VISIBLE FROM THE STREET FRONTING THE BUILDING. NUMBERS SHALL BE LARGER IF REQUIRED BY THE BUILDING DEPARTMENT. REFER TO ELEVATION FOR LOCATION AND SIZE. ALL LIGHTING FIXTURES SHALL BE SHIELDED SO THAT NEITHER THE LAMP OR THE RELATED REFLECTOR INTERIOR SURFACE IS VISIBLE AND SO THAT NO LIGHT SHINES INTO THE BACKYARDS OF ADJACENT PROPERTIES. ALL LIGHTING POLES, FIXTURES, AND HOODS SHALL BE DARK COLORED. 8. 9. 10. 11. 12. ELEVATION MEASURED FROM GROUND FINISH FLOOR, UNO. EXTERIOR FINISHES AND COLOR SHALL BE VERIFIED WITH THE OWNER PRIOR TO APPLICATION, WHETHER SPECIFIED ON THE PLANS OR NOT. REFER TO ROOF PLAN FOR ROOF PITCH. WALL ASSEMBLIES TO BE PER FLOOR PLAN. GUTTER AND DOWNSPOUTS SHALL BE INSTALLED ON ALL ROOF AREAS U.N.O ALL EXTERIOR SIDING SHALL BE MIN. 3/8" UNLESS OVER SHEATHING. ALL SIDING JOINTS SHALL BE CENTERED OVER FRAMING MEMBERS WITH CONTINUOUS WOOD BATTS OR JOINTS SHALL BE WATERPROOFED. NAIL ALL SIDING WITH GALV. NAILS 13. 6. 5. 4. 3. 2. 1. ELEVATION REFERENCE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 EXTERIOR LIGHT FIXTURE SHALL BE DARK SKY COMPLIANT - REFER TO ELEVATIONS SHEET FOR MORE INFORMATION COVERED FRONT PORCH SHALL SLOPE 2% TO DRAIN AWAY FROM STRUCTURE GALVANIZED METAL GUTTER, PAINTED TO MATCH TRIM - COLOR: TBD BY OWNER AND ARCHITECT GALVANIZED METAL DOWNSPOUT, PAINTED TO MATCH TRIM - COLOR: TBD BY OWNER AND ARCHITECT ADDRESS MOUNTED ON BUIDLING SURFACE. 5" HEIGHT MINIMUM SKYLIGHTS - REFER TO ROOF PLAN FOR MORE INFORMATION ROOF VENTS - REFER TO CALCULATIONS AND MORE INFORMATION ON SHEET A-7.0 EXTERIOR HORIZONTAL SIDING FINISH - COLOR TO REMAIN GREEN EXTERIOR WINDOW TRIMS - COLOR TO REMAIN WHITE ASPHALT SHINGLE ROOF ELECTRICAL METER COLUMNS WITH CORBEL DETAIL WINDOW - REFER TO WINDOW SCHEDULE ON SHEET A-3.0 (E) SOLID WOOD ENTRY FRONT DOOR - REFER TO DOOR SCHEDULE ON SHEET A-3.0 (N) DUTCH DOOR - REFER TO DOOR SCHEDULE ON SHEET A-3.0 (N) SURFACE MOUNT ROOF VENTS - REFER TO ROOF PLAN FOR MORE INFORMATION KICKER BEAM A B C D E F G H J WEST SIDE OF HOUSE Scale: 1/4" = 1'-0"1 2378910 12 13 17 F.F. 0'-0" T.O. PLATE 9'-0" T.O. SECOND FLOOR 10'-0" (N) ROOF RIDGE 21'-7" PORCH CEILING 7'-10" T.O. PLATE 18'-7 3/4" T.O. (E) ROOF RIDGE 20'-0" 1 2 3 54 NORTH SIDE OF HOUSE Scale: 1/4" = 1'-0"2 F.F. 0" T.O. PLATE 9'-0" T.O. SECOND FLOOR 10'-0" (N) R OOF RIDGE 21'-7" T.O. PLATE 18'-7 3/4" 2378910 12 13 17 1/4" = 1'-0" ELEVATION SCALE: 043 A-9.1ELEVATIONPETER GILLESPIE/CHERYL CATHEY325 UNIVERSITY DRIVEMENLO PARK, CA 94025650-646-1771GEORGE REMODEL& ADDITION 1043 GEORGE STREETSAN LUIS OBISPO, CA 93401These drawings are instrumentsof service and are the property ofHUNTER SMITHARCHITECTURE.All designs and other informationon the drawings are for use on thespecified project and shall not beused otherwise without theexpressed written permission ofHUNTER SMITHARCHITECTURE860 Walnut Street • Suite B • San Luis Obispo • CA 93401HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2022 10-31-2023 C-38575 NOT FOR CONSTRUCTIONMINOR ARCH. REV. 11 JUL 2022 ELEVATION REFERENCE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 EXTERIOR LIGHT FIXTURE SHALL BE DARK SKY COMPLIANT - REFER TO ELEVATIONS SHEET FOR MORE INFORMATION COVERED FRONT PORCH SHALL SLOPE 2% TO DRAIN AWAY FROM STRUCTURE GALVANIZED METAL GUTTER, PAINTED TO MATCH TRIM - COLOR: TBD BY OWNER AND ARCHITECT GALVANIZED METAL DOWNSPOUT, PAINTED TO MATCH TRIM - COLOR: TBD BY OWNER AND ARCHITECT ADDRESS MOUNTED ON BUIDLING SURFACE. 5" HEIGHT MINIMUM SKYLIGHTS - REFER TO ROOF PLAN FOR MORE INFORMATION ROOF VENTS - REFER TO CALCULATIONS AND MORE INFORMATION ON SHEET A-7.0 EXTERIOR HORIZONTAL SIDING FINISH - COLOR TO REMAIN GREEN EXTERIOR WINDOW TRIMS - COLOR TO REMAIN WHITE ASPHALT SHINGLE ROOF ELECTRICAL METER COLUMNS WITH CORBEL DETAIL WINDOW - REFER TO WINDOW SCHEDULE ON SHEET A-3.0 (E) SOLID WOOD ENTRY FRONT DOOR - REFER TO DOOR SCHEDULE ON SHEET A-3.0 (N) DUTCH DOOR - REFER TO DOOR SCHEDULE ON SHEET A-3.0 (N) SURFACE MOUNT ROOF VENTS - REFER TO ROOF PLAN FOR MORE INFORMATION (N) DECORATIVE KICKER. PROFILE TO BE SIMILAR TO PORCH AREA EXTERIOR FINISHES AND COLOR SHALL BE VERIFIED WITH THE OWNER PRIOR TO APPLICATION, WHETHER SPECIFIED ON THE PLANS OR NOT. EXTERIOR ELEVATION GENERAL NOTES: 7.FLASHING: PROVIDE FLASHING AND COUNTER- FLASHING PER C.B.C. 1503.2.1 AT CHIMNEYS, PARAPETS, BALCONIES, LANDINGS, EXTERIOR STAIRWAYS, ROOF TO WALL INTERSECTIONS, AND ANY OTHER VERTICAL TO HORIZONTAL INTERSECTIONS TO PROVIDE A WEATHER AND WATER TIGHT JOB. FLASHING AND COUNTER-FLASHING SHALL BE MIN. 26 GA. GALV. METAL. PAINT ALL GALV. METAL MATERIAL TO MATCH ADJACENT MATERIAL (I.E AT ROOF PENETRATIONS, LOUVERS,ETC.) LATH AND PLASTER: EXTERIOR PLASTER TO COMPLY WITH IBC AND SHALL CONSIST OF A BASE (SCRATCH) COAT, FINISH (BROWN) COAT, AND A (FINAL) COLOR COAT. PROVIDE GALV. EXTERIOR CORNER BEADS AND INTERIOR CORNER REINFORCING. REFER TO STUCCO SECTION BELOW A WEEP SCREED SHALL BE INSTALLED AT THE BASE OF ALL EXTERIOR PLASTER WALLS TO ALLOW TRAPPED MOISTURE TO ESCPAPE. SCREED SHALL BE MIN. 26. GALV. METAL WITH 3.5 IN. MOUNTING FLANGE. SCREED SHALL BE MIN. 4 INCHES ABOVE EARTH AND A MIN. 2 IN. ABOVE PAVING PROVIDE TWO LAYERS OF GRADE D PAPER BEHIND EXTERIOR PLASTER (WHERE IT OCCURS OVER PLYWOOD SHEAR PANELS) AS A WEATHER RESISTIVE BARRIER. ADDRESS NUMBERS, MIN. 6" HIGH ON A CONTRASTING BACKGROUND SHALL BE POSTED ON THE BUILDING, PLAINLY VISIBLE FROM THE STREET FRONTING THE BUILDING. NUMBERS SHALL BE LARGER IF REQUIRED BY THE BUILDING DEPARTMENT. REFER TO ELEVATION FOR LOCATION AND SIZE. ALL LIGHTING FIXTURES SHALL BE SHIELDED SO THAT NEITHER THE LAMP OR THE RELATED REFLECTOR INTERIOR SURFACE IS VISIBLE AND SO THAT NO LIGHT SHINES INTO THE BACKYARDS OF ADJACENT PROPERTIES. ALL LIGHTING POLES, FIXTURES, AND HOODS SHALL BE DARK COLORED. 8. 9. 10. 11. 12. ELEVATION MEASURED FROM GROUND FINISH FLOOR, UNO. EXTERIOR FINISHES AND COLOR SHALL BE VERIFIED WITH THE OWNER PRIOR TO APPLICATION, WHETHER SPECIFIED ON THE PLANS OR NOT. REFER TO ROOF PLAN FOR ROOF PITCH. WALL ASSEMBLIES TO BE PER FLOOR PLAN. GUTTER AND DOWNSPOUTS SHALL BE INSTALLED ON ALL ROOF AREAS U.N.O ALL EXTERIOR SIDING SHALL BE MIN. 3/8" UNLESS OVER SHEATHING. ALL SIDING JOINTS SHALL BE CENTERED OVER FRAMING MEMBERS WITH CONTINUOUS WOOD BATTS OR JOINTS SHALL BE WATERPROOFED. NAIL ALL SIDING WITH GALV. NAILS 13. 6. 5. 4. 3. 2. 1. ABCDEFGHJ EAST SIDE OF HOUSE Scale: 1/4" = 1'-0"3 2 3 6 7 89 1012 13 1517 F.F. 0" T.O. PLATE 9'-0" (N) ROOF RIDGE 21'-7" T.O. PORCH FLOOR -2" PORCH CEILING 7'-8" T.O. PLATE 9'-0" T.O. SECOND FLOOR 10'-0" T.O. PLATE 18'-7 3/4" (E) ROOF RIDGE 20'-0" 12354 SOUTH SIDE OF HOUSE Scale: 1/4" = 1'-0"4 3 6 78910 13 F.F. 0'-0" T.O. PLATE 9'-0" T.O. SECOND FLOOR 10'-0" (N) ROOF RIDGE 21'-7" PORCH CEILING 7'-8" T.O. (E) ROOF RIDGE 20'-0" 3/16" = 1'-0" ELEVATION RENDERS SCALE: 043 A-9.2ELEVATION RENDERSPETER GILLESPIE/CHERYL CATHEY325 UNIVERSITY DRIVEMENLO PARK, CA 94025650-646-1771GEORGE REMODEL& ADDITION 1043 GEORGE STREETSAN LUIS OBISPO, CA 93401These drawings are instrumentsof service and are the property ofHUNTER SMITHARCHITECTURE.All designs and other informationon the drawings are for use on thespecified project and shall not beused otherwise without theexpressed written permission ofHUNTER SMITHARCHITECTURE860 Walnut Street • Suite B • San Luis Obispo • CA 93401HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2022 10-31-2023 C-38575 NOT FOR CONSTRUCTIONMINOR ARCH. REV. 11 JUL 2022 PICTURE FROM SITE OF THE SIDING - TO REMAIN WHITE PAINT - FOR ALL TRIMS