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Item 4a. ARCH-0352-2021 (1656 Monterey)
City of San Luis Obispo, Council Memorandum City of San Luis Obispo Architectural Review Commission Staff Agenda Correspondence DATE: September 15, 2021 TO: Chair and Commissioners FROM: Kyle Van Leeuwen, Associate Planner VIA: Shawna Scott, Senior Planner SUBJECT: ITEM 4A – 1656 MONTEREY (ARCH-0352-2021) REVIEW OF A SECOND STORY ADDITION TO MOTEL CARETAKER’S QUARTERS AND OFFICE At the request of the project applicant, staff recommends the Architectural Review Commission continue this item to a date uncertain. The applicant has requested this continuance to further consider the scope and design of the project in light of increasing construction costs. ARCHITECTURAL REVIEW COMMISSION AGENDA REPORT SUBJECT: REVIEW OF AN ADDITION TO AN EXISTING STRUCTURE (SUNBEAM MOTEL). THE PROJECT INCLUDES A 1,273-SQUARE-FOOT, SECOND-STORY ADDITION AND A 94-SQUARE-FOOT, FIRST-FLOOR ADDITION TO THE STRUCTURE, WHICH WILL CONTAIN THE CARETAKERS’ QUARTERS, MOTEL OFFICE, AND HOU PROJECT ADDRESS: 1656 Monterey Street BY: Kyle Van Leeuwen, Assoc. Planner Phone Number: (805) 781-7091 Email: KVanLeeu@slocity.org FILE NUMBER: ARCH-0352-2021 FROM: Shawna Scott, Senior Planner RECOMMENDATION Review the project in terms of its consistency with the Community Design Guidelines (CDG) and applicable City Standards and provide comments and a recommendation to the Community Development Director. 1.0 PROJECT DESCRIPTION AND SETTING The proposed project includes the remodel and second story addition of an existing structure, which will serve as the office and housekeeping facilities, and caretakers’ quarters for the Sunbeam Motel (Attachment 1, Project Plans). The project includes a 94- square-foot (sf) addition to the first floor and a 1,273 -sf second story addition to the existing structure. The applicant also proposes landscaping improvements adjacent to the Monterey Street right-of-way. The project also proposes the application of a new color scheme for the structure, which will be applied to the existing two -story motel building on site. The project proposes the use of a variety of materials and colors including natural wood, brown and soft yellow stucco, and off-white trim. Meeting Date: 9/20/2021 Item Number: 4a Time Estimate: 30 minutes Page 9 of 82 Item 4a ARCH-0352-2021 Architectural Review Commission Report – September 20, 2021 General Location: The 10,089-square foot project site is located between Monterey and Palm Streets with vehicle access from both frontages. The property is within the Tourist Commercial (C-T) zone, which is intended for use by hotels and motels, and other tourist serving uses. The subject property was developed for motel use approximately 50 years ago, with adjacent commercial uses that include a vehicle service station, commercial uses and other motels and hotels to the east, west, and south, with some residential properties to the north across Palm Street. Zoning: Tourist Commercial (C-T) General Plan: Tourist Surrounding Uses: East: Motel West: Hotel North: Palm Street right-of-way (ROW ) and residential uses South: Monterey Street ROW and Hotel 2.0 PROPOSED DESIGN Architecture: Contemporary design Design details: Two-story commercial design, flat and parapet roofs, wood awnings over doors and some windows. Materials: Stucco walls, wood awnings, white trim Colors: Dark Clove (brown) & Jersey Cream (soft yellow) stucco, wood awnings with white trim 3.0 FOCUS OF REVIEW The Architectural Review Commission’s (ARC’s) role is to 1) review the proposed project in terms of consistency with the Community Design Guidelines (CDG) and applicable City Standards and 2) provide comments and a recommendation to the Community Development Director. Community Design Guidelines: https://www.slocity.org/home/showdocument?id=2104 Figure 1: Subject Property Page 10 of 82 Item 4a ARCH-0352-2021 Architectural Review Commission Report – September 20, 2021 Figure 2: Rendering of project design (top) and photo of existing structure as seen from Monterey Street (South)(bottom) 4.0 COMMUNITY DESIGN GUIDELINES/DISCUSSION ITEMS The proposed remodel must be consistent with the requirements of the General Plan, Zoning Regulations, and CDG. Staff has identified the discussion items below related to consistency with CDG Chapters 2 (General Design Principles) and 3 (Commercial and Industrial Project Design). Highlighted Sections Discussion Items Chapter 2 – General Design Principles §2.2.C & D– Attention to detail & material selection The ARC should discuss how the project achieves vertical articulation and how the external treatments provide durability and authenticity, as well as beauty. Chapter 3.1 – Commercial Project Design Guidelines §3.1.A. Overall design objectives for commercial projects The ARC should discuss how the project demonstrates sensitivity to the design context of the surrounding area (1), provides articulation (2), landscaping as a project amenity (4), considers the need for signs and appropriate scale (6), and the location of trash receptacles so they are inconspicuous (7). Page 11 of 82 Item 4a ARCH-0352-2021 Architectural Review Commission Report – September 20, 2021 §3.1.B.3 Design consistency The ARC should discuss whether the project demonstrates a consistent use of colors, materials, and detailing throughout all elevations and with the changes shown to the other structure on site. §3.1.B.9. Additions to existing structures The ARC should discuss whether the proposed addition follows the same general scale, proportion, massing, and detailing as the existing structures on site, and whether the addition will be in stark contrast to the original structures. 5.0 PROJECT STATISTICS Site Details Proposed Allowed/Required* Front Setback 7 feet** 10 feet Maximum Height of Structures 21 feet 45 feet Max Building Coverage 30% 75% Total # Parking Spaces 13** 13 Residential Density 2.00 2.76 Environmental Status Categorically exempt from environmental review under CEQA Guidelines section 15303 (New Construction or Conversion of Small Structures) *2019 Zoning Regulations, **Existing non-conforming condition, no increase in non- conforming setback proposed and all additions conform to required setback (17.92.020. (F)), no increase in parking required for addition to guest quarters (17.72.020 & 17.72.060) 6.0 ACTION ALTERNATIVES 6.1 Recommend approval of the project. An action recommending approval of the application will be forwarded to the Community Development Director for final action. This action may include recommendations for conditions to address consistency with the Community Design Guidelines. 6.2 Continue the project to a hearing date certain, or uncertain. An action continuing the application should include direction to the applicant and staff on pertinent issues. 6.3 Recommend denial the project. An action recommending denial of the application should include findings that cite the basis for denial and should reference inconsistency with the General Plan, CDG, Zoning Regulations or other policy documents. 7.0 ATTACHMENTS A – Project Plans (ARCH-0352-2021) Page 12 of 82 PROJECT STATISTICSPROJECT ADDRESS:1656 MONTEREY STREET SAN LUIS OBISPO,CA 93401APN#001-142-005ZONE:TOURIST COMMERCIAL (C-T)LOT SIZE:10,089 S.F.BUILDING SUMMARYUSE:SINGLE FAMILY RESIDENCEOCCUPANCY:R-3CONSTRUCTION:V-BNUMBER OF STORIES:TWOBEDROOMS:5MAX. BUILDING HEIGHT:45'-0"MAX. FLOOR AREA RATIO3BUILDING HEIGHT:20'-9"GENERAL STATISTICS:GROSS LOT AREA:10,306.72 S.F.MOTEL BUILDING FOOTPRINT:1,729.02 S.F.CARETAKER'S UNIT BUILDING FOOTPRINT:1,388.28 S.F.MAXIMUM LOT COVERAGE:75% MAX LOT COVEREAGEACTUAL BLDG. COVERAGE:30.25% FOOTPRINT COVERAGEACTUAL LANDSCAPE COVERAGE:848.30 S.F.ACTUAL CONCRETE COVERAGE:1,122.24 S.F.ACTUAL PERVIOUS PAVERS COVERAGE:327.37 S.F.ACTUAL ASHPALT COVERAGE:4,625.31 S.F.EXISTING BUILDING AREA OF CARETAKER'S UNITFIRST FLOOR BUILDING FOOTPRINT OF CARETAKER UNIT:1,399.55 S.F.PROPOSED BUILDING AREA OF CARETAKER'S UNITFIRST FLOOR BUILDING FOOTPRINT OFCARETAKER UNIT:1,493.52 S.F.SECOND FLOOR BUILDING FOOTPRINT OF CARETAKER'S UNIT:1,272.91 S.F.TOTAL2,766.43 S.F.SECOND FLOOR PATIO OF CARETAKER'S UNIT:175.00 S.F.EXISTING PARKING TO REMAINPARKING SPACES13 SPACESDENSITY CALCULATIONMAXIMUM RESIDENTIAL DENSITY:12 DU/ACACRE:0.23 ACMAXIMUM DENSITY:2.76 DUDWELLINGS WITH FOUR OR MOREBEDROOMS: 2.00 DU (PER 17.70.040.A.1.e)CODES: ALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES: -2019 CALIFORNIA BUILDING CODE (CBC), BASED ON THE2018 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 2018 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 PROJECTPROJECT DIRECTORYARCHITECTCRSA ARCHITECTURE860 WALNUT STREET, SUITE BSAN LUIS OBISPO, CA 93401CONTACT: CRAIG R. SMITH, AIAPH: 805-544-3380FAX: 805-544-8625EMAIL: craig@craigrsmithaia.comOWNERJERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455PROJECT DESCRIPTIONSHEET INDEXTITLET-1.0 TITLE SHEETSITEC-0.0 TOPOGRAPHIC MAP C-1.0 SITE PLANLANDSCAPEL-1.0 PRELIMINARY LANDSCAPE PLANAS-BUILTAB-1.0 AS-BUILTSDEMOLITIOND-1.0 DEMOLITION PLANARCHITECTURALA-1.0 FIRST FLOOR PLANA-1.1 FIRST FLOOR DIMENSIONAL PLANA-2.0 SECOND FLOOR PLANA-2.1 SECOND FLOOR DIMENSIONAL PLANA-7.0 ROOF PLANA-9.0 EXTERIOR ELEVATIONSA-9.1 EXTERIOR ELEVATIONS (COLOR)A-10.3 COLOR BOARDTOTAL: 14 SHEETSFIRE DEPARTMENT NOTES- ADDRESS NUMBERS WILL BE INSTALLED ON FRONT OF BUILDING OR MONUMENT SIGN, WITH NUMBERS A MINIMUM OF 5 INCHES, WITH 1/2 INCH STROKE, WITH A COLOR TO CONTRAST THE BACKGROUND. SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM IRIS STREET TO THE SATISFACTION OF THE FIRE MARSHAL- FIRE SAFETY DURING CONSTRUCTION: BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH CHAPTER 14 OF THE CFC.CODE COMPLIANCETHIS PROJECT DOES NOT ADDRESS ANY SHORT OR LONG TERM MAINTENANCE REQUIREMENTS FOR THE MATERIALS, FINISHES, AND/OR SURFACES SPECIFIED, DETAILED AND INDICATED IN THESE DRAWINGS AND SPECIFICATIONS. IT IS THE RESPONSIBILITY OF OTHERS TO EITHER PROVIDE THIS INFORMATION, OR PROVIDE THE NAMES AND RESOURCES FOR THIS ISSUE. FURTHERMORE, THESE PLANS HAVE NOT BEEN DEVELOPED TO ADDRESS ANY PRIORITY, OR DETERMINATION, OF ANY MAINTENANCE PROGRAM OR PROCESS, OTHER THAN THE INFORMATION SUPPLIED BY OTHERS, THE OWNER AND THEIR AGENTS.COMMERCIAL AND RESIDENTIAL USES OF THE SITE AND ON-GOING BUILDING MAINTENANCE AND LANDSCAPING SHALL AT ALL TIMES REMAIN CONSISTENT WITH APPROVED PLANS AND CONDITIONS OF APPROVAL OF THE ARCHITECTURAL REVIEW APPROVAL FOR THE PROJECT. ANY CHANGE TO THE APPROVED DESIGN OR OTHER CONDITIONS OF APPROVAL MUST BE APPROVED BY THE DIRECTOR, PLANNING COMMISSION AND OR ARCHITECTURAL REVIEW COMMISSION AS DEEMED APPROPRIATE.HOURS OF OPERATION FOR ALL COMMERCIAL USES, INCLUDING RESTAURANTS, ON THE PROJECT SITE ARE LIMITED TO BETWEEN 8A.M. AND 6P.M., UNLESS THE DIRECTOR APPROVES AN ADMINISTRATIVE USE PERMIT FOR EXTENDED HOURS.MAINTENANCE STATEMENTWORK IN THE PUBLIC RIGHT OF WAY REQUIRES A SEPARATE "ENCROACHMENT PERMIT" FROM THE PUBLIC WORKS DEPARTMENT. WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICES LATERALS, CURB, GUTTER AND SIDEWALK, DRIVEWAY APPROACHES, SIDEWALK UNDER DRAINS, STORM DRAINIMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY.ENCROACHMENT PERMIT"RECORD" DRAWINGS ARE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN CITY EASEMENTS AT THE COMPLETION OF THE PROJECT PER CITY STANDARDS AND CITY STANDARD SPECIFICATIONS. THE RECORD DRAWINGS SHALL BE RECEIVED AND ACCEPTED PRIOR TO FINALINSPECTIONS APPROVALS AND/OR OCCUPANCY OF ANY BUILDING.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. CONTACT UTILITIES CONSERVATION AT 781-7213.LEAD SAFE WORK PRACTICESCONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT 781-7554 WITH AT LEAST A 48 HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINAL INSPECTION. 1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401SUN BEAM CARETAKER'SREMODEL & EXPANSIONCRSA ARCHITECTURECONTACT: CRAIG R. SMITH AIA, PRINCIPAL ARCHITECTPH: 805-544-3380NOTE: SUBJECT TO CHANGE AS PROJECT CONSTRUCTION PROGRESSES AND GENERAL CONTRACTOR TAKES ON RESPONSIBILITYCONSTRUCTION WASTE MANAGEMENT. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50% OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE CHAPTER 4 DIVISION 4.4 PER 2019 CRC R324.1 EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICESEROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED DURING ALL CONSTRUCTION AND GROUND DISTURBING ACTIVITIES PER THE CITY OF SAN LUIS OBISPO STANDARDS. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE IN PLACE AND FUNCTIONAL PRIOR TO THE FIRST INSPECTION. NO INSPECTIONS CAN BE PERFORMED IF THEY ARE NOT IN PLACE OR HAVE FAILED TO PROVIDE EROSION CONTROL. FAILURE TO MAINTAIN EROSION CONTROL WILL CAUSE INSPECTIONS TO BE DELAYED UNTIL EROSION CONTROL MEASURES ARE FUNCTIONAL.STATEMENT OF COMPLIANCETHIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETSTHE CITY OF SAN LUIS OBISPO ADOPTED CODE AND ORDINANCE REQUIREMENTS INCLUDING, BUT NOT LIMITED TO THE CALIFORNIA STATE ACCESSIBILITY STANDARDS AND I/WE WILL BE RESPONSIBLE FOR ALL CLARIFICATIONS DEEMED NECESSARY DURING THE CONSTRUCTION PHASES.CITY OF SAN LUIS OBIPSO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS NOTE:ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF -WAY OR WITHIN THE JURISDICTION OF THE CITY UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARDS SPECIFICATIONS. THE CURRENT ADOPTEDSTANDARDS ARE DATED FEBRUARY 2019.LINK TO CITY OF SAN LUIS OBIPSO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDSDATED MAY 2018:https://www.slocity.org/home/showdocument?id=19925A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.879 MORRO STSAN LUIS OBISPO, CA 93401800-781-7215CITY OF SAN LUIS OBISPO AGENCIES & UTILITIES919 PALM STSAN LUIS OBISPO, CA 93401805-781-7180919 PALM STSAN LUIS OBISPO, CA 93401805-781-7172COUNTY OF SAN LUIS OBISPOPUBLIC HEALTH DEPARTMENT2191 JOHNSON AVESAN LUIS OBISPO, CA 93401805-781-5500COUNTY SHERIFF'S DEPT.1585 KANSAS AVE.SAN LUIS OBISPO, CA 93401805-781-4540UTILITIES DEPARTMENTCITY HALL990 PALM STSAN LUIS OBISPO, CA 93401805-781-7100PACIFIC GAS & ELEC.406 HIGUERA STREETSAN LUIS OBISPO, CA 93401800-743-5000CAL FIRE SAN LUIS OBISPOCOUNTY FIRE DEPARTMENT635 N. SANTA ROSA ST.SAN LUIS OBISPO, CA 93401805-543-4244UTILITY TELEPHONE 994 MILL ST #200SAN LUIS OBISPO, CA 93401805-546-7003THE SOCAL GAS COMPANY2240 EMILY STSAN LUIS OBISPO,CA 93401805-427-2200SPECTRUMCOMMUNICATIONS270 BRIDGE STSAN LUIS OBISPO,CA 93401866-874-2389CITY PUBLIC WORKS919 PALM STSAN LUIS OBISPO, CA 93401805-781-7200SAN LUIS OBISPOPOLICE DEPARTMENT1042 WALNUT STSAN LUIS OBISPO, CA 93401805-781-7317CITY PLANNINGCITY BUILDINGPROPOSED SCOPE OF WORK TO THE SINGLE FAMILY CARETAKER'S UNIT CONSISTS OF :1. REMODELING THE FIRST FLOOR OF CARETAKER'S UNIT AND ADDING ±93.97 S.F. OF NEW AREA. 2. ADD A NEW SECOND FLOOR TO THE EXISING SINGLE STORY STRUCTURE. SECOND FLOOR SHALL INCLUDE 3 NEW BEDROOMS AND PATIO.CONSTRUCTION WASTE MANAGEMENT PLANMR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.T-1.0TITLE SHEET02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401- 21- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTAL22 JUL 2021PLANNING SUBMITTALFIRE HYDRANT LOCATION :TWO CLOSEST FIRE HYDRANT LOCATIONS: REFER TO SHEET C-1.01. FIRE HYDRANT IS LOCATED AT NORTH WEST CORNER ALONG PALM STREETABOUT ±10'-0" FROM THE PROPERTY LINE.2. FIRE HYDRANT IS LOCATED AT SOUTH EAST CORNER ALONG MONTEREY STREET STREET ABOUT ±5'-6" FROM THE PROPERTY LINE.PROJECT LOCATIONNO SCALEVICINITY MAP1Page 13 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401C-0.0TOPOGRAPHIC MAPMBS LAND SURVEY- 21PRELIMINARY NOT FOR CONSTRUCTION- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTAL22 JUL 2021PLANNING SUBMITTALPage 14 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401C-1.0SITE PLAN- 21PRELIMINARY NOT FOR CONSTRUCTION- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTAL22 JUL 2021PLANNING SUBMITTALSCALE: SITE PLAN3/32" = 1'-0"ELECGMWW WWWWWWWWWWWWETCETCETCETCETCETCETCETCETCETCSSSSSSSSSSSSSSSSSSSSSSTELTELTELTELTELTELTELWWWWWWWWWWWWWWWW COCOSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSCOSSSSSSSS W W W W W ETCETCETCETCETCETCEETCETCETCETCETCETCETC ETC ETC ETC ETC ETC ETC ETC ET ELECELECELECELECELECELECELECJPW W W WMFH WM WM 60'-6 1/2"4'-8"3 1/2"1'-7"9'-6"40'-4 1/2"40'-4 1/2"FH 11'-1 1/2" TTTTTTT PALM STMONTEREY ST(E) MOTELEXTERIOR FINISHUPDATES ONLY(NOT TO SCALE)N.I.C.(E) PARKING(E) APRON(E) APRONCARETAKER'S UNIT(PROPOSED AREA OF WORK)ADDITIONAL FOOTPRINTLAMPLIGHTERINN PARKINGLOTVILLA MOTELPARKING LOTADDITIONAL FOOTPRINT(E) FIRE HYDRANTCMU RETAININGWALL 6'-0" HIGHSIDEWALKSIDEWALKSIDEWALKSIDEWALKPLANTERPLANTER(E) FIRE HYDRANTPLANTERPLANTER(E) MOTELEXTERIOR FINISHUPDATES ONLY(NOT TO SCALE)N.I.C.(E)TRASHTREETO REMAINTREETO REMAINTREETO REMAINTREETO REMAINDRAIN SLOPE(E) SIGNAGE TOREMAIN(E) GAS METERS TO REMAIN. VERIFY LOCATION 9(E) ELECTRIC METER ADJACENT METERS TO REMAIN810(E) WATER METERS TO REMAINSITE GENERAL NOTES:1.PROJECT IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED INACCORDANCE WITH CITY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS AND IN ACCORDANCE WITH ALL APPLICABLE CITY ORDINANCES. REFER TO LINK: https://www.slocity.org/home/showdocument?id=199252.REVISIONS REQUIRED BY UNFORESEEN SITE CONDITIONS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO EXECUTION3.PROVIDE PLANTING TO PROTECT DISTURBED UNPAVED SURFACES FROM EROSION. PROVIDE TEMPORARY EROSION CONTROL DURINGCONSTRUCTION4.MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 2,500 PSI AT 28 DAYS5.VERIFY LOCATION OF RESIDENCE AND ALL SITE IMPROVEMENTS PER PLAN. NOTIFY ARCHITECT WITH DISCREPANCIES, PRIOR TO ANY CONSTRUCTION6.DRIVEWAYS SHALL BE LOCATED AND CONSTRUCTED PER CITY OF SAN LUIS OBISPO STANDARDS. DRIVEWAY SLOPES SHOULD CONFORM TO THE CITY OF SAN LUIS OBISPO STANDARDS FOR UPHILL/DOWNHILL DRIVEWAYS ENG. STNDRD #21307.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 PROFESSIONAL1.PROVIDE ACCESSIBLE SEWER LATERAL CLEANOUT @ THE BUILDING2.COORDINATE WORK AFFECTING SITE UTILITIES WITH ALL LOCAL AGENCIES AND UTILITY COMPANY REPRESENTATIVES3.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 1211.34.PLACE NONMETALLIC SEWER LATERAL PIPE A MINIMUM OF THREE FEET BELOW SURFACE SUBJECT TO VEHICULAR TRAFFIC5.SLOPE SEWER LATERAL A MINIMUM OF 1/4 INCH PER FOOT (2%) TOWARD POINT OF DISPOSAL. UPC SECTION 708.06.PROVIDE APPROVED BACKFLOW PREVENTION DEVICES AT HOSE BIBS AND LAWN SPRINKLER SYSTEMS. UPC SECTION 603.07.SEWER BACK WATER VALVE REQUIRED ON THE SEWER LATERAL8.ALL ELECTRICAL TELECOMMUNICATION & OTHER UTILITIES SHALL BE INSTALLED UNDERGROUND IN AN APPROVED METHOD OF CONSTRUCTION.(VERIFY LOCATIONS AND POINTS OF CONNECTIONS)9.10.PROVIDE WATER PRESSURE REGULATOR AS REQUIRED - 80 PSI MAX11.VERIFY LOCATION OF PG&E, CATV, AND TELEPHONE UNDERGROUND SERVICE BOXESUTILITY GENERAL NOTESIF GAS METERS OR ELECTRIC UTILITIES ARE SUBJECT TO VEHICULAR DAMAGE, IMPACT PROTECTION SHALL BE PROVIDED12.THE LOCATION OF METERS AND ELECTRICAL CONTROL PANELS , FIRE SAFETY APPARATUS AND ANY OTHER UTILITY EQUIPMENT SHALL BE PLACED FOR LOW VISIBILITY AND/OR TO BE OF LOW-PROFILE, OR UTILITY EQUIPMENT SHALL BE COLORED TO MATCH THE EXTERIOR BUILDING COLOR.NOTE:DRIVEWAY MUST BE MIN. 10'-0" WIDE, NON-SKID ALL-WEATHER SURFACE CAPABLE OF SUPPORTING 40,000 lbs, W/ VERTICAL CLEARANCE OF MIN. 13'-6" AND 10'-0" FUEL MODIFICATION ON BOTH SIDES OF DRIVEWAY. MUST BE CERTIFIED BY AN ENGINEER WHERE THE DRIVEWAY EXCEEDS 16% GRADE. WATER CONSERVATION STATEMENT:NATIVE PLANTING WITH LOW WATER REQUIREMENTS SHALL BE USED IN ALL NEW PARKWAY AND PATHWAY PLANTING AREAS. PLANTINGS SHALL BE IRRIGATED TO THE MINIMUM AMOUNT NECESSARY TO SUSTAIN PLANT LIFE. DRIP IRRIGATION SHALL BE USED TO MINIMIZE THE SUMMER TIME RUNOFF. WATER EFFICIENT LANDSCAPE STANDARDS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 17.87 OF THE ZONING ORDINANCE APPLICABLE TO CATEGORY 1 -SINGLE FAMILY HOUSES AND DUPLEXESDESIGN INTENT:ALL PLANTINGS SHALL BE OF NATIVE PLANT MATERIAL. PLANT MATERIAL WAS SELECTED OF ZONE 16, IN SAN LUIS OBISPO, FOR IDEAL GROWING ENVIRONMENT ACCORDING TO THESUNSET WESTERN GARDEN BOOKPLANTING ZONES.ALL PLANTED AREAS WILL BE COVERED WITH MULCH FOR WATER CONSERVATION AND WEED ABATEMENT. MULCH SHALL BE A MINIMUM 2" THICK IN SHRUB AREAS AND 1" THICK IN FLATTENED GROUND COVER AREAS.TREE PROTECTION NOTECONTACT THE CITY ARBORIST AT 781-7023 TO REVIEW THE PROPOSED TREE PROTECTION MEASURES PRIOR TO COMMENCING WITH ANY DEMOLITION, GRADING, EXCAVATION, OR CONSTRUCTION. ANY SAFETY PRUNING OR THE CUTTING OF SUBSTANTIAL ROOTS SHALL BE APPROVED BY THE CITY AND COMPLETED BY A CITY-APPROVED ARBORIST. CONTACT THE CITY ARBORIST AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN AREAS WHERE TREE PROTECTION AND INSPECTION IS REQUIRED.TREES MUST BE PROTECTED, IN CONFORMANCE TO MUNICIPAL CODE 12.24.150. NO TREES WILL BE REMOVED, EXCEPT IN CONFORMANCE WITH TREE REGULATIONS NOTE:HAND DIGGING IS REQUIRED WITHIN THE DRIP LINE OF TREES TOREMAIN; ANY EXPOSED ROOTS SHALL BE OBSERVED BY CITY ARBORIST BEFORE REMOVING. CONTACT CITY ARBORIST RON COMBS AT 781-7023 BEFORE COMMENCING WITH CONSTRUCTION, GRADING, OR EXCAVATIONS.ABBREVIATIONSACASPHALT CONCRETEAPANGLE POINTBMBENCH MARKBOWBACK OF WALKCBCATCH BASINCFCURB FACE CO CLEAN OUTCOR CORNERCONC CONCRETECMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITSCRN CROWN OF STREETDI DROP INLETEG EXISTING GRADEEP EDGE OF PAVEMENTFD FOUNDFLFLOW LINEFF FINISH FLOORFOW FACE OF WALLHSE HOUSE COR GR GRASSGM GAS METERIP IRON PIPEIP IRON PIPEGB GRADE BREAKGM GAS METERHP HIGH POINTLT LIGHT MHMANHOLEPP POWER POLEPVC POLYVINYL PIPERB REBARRCP REINFORCED CONCRETE PIPER10 CANOPY RADIUSSD STORM DRAINSL POINT ON SLOPESS SEWERSTP STEPSTR STAIRS TOP TOP OF SLOPETOE TOE OF SLOPETOW TOP OF WALLW WATERWL WALLWM WATER METERWV WATER VALVECOSEWER CLEANOUTTELEPHONE MANHOLECABLE T.V. BOXTELEPHONE BOXRETAINING WALLSEWER MANHOLEWATER METERWATER VALVEFIRE HYDRANTSTORM DRAIN MANHOLEOVERHEAD ELECTRICFENCE LINESEWER MAINGAS MAINWATER MAINDROP INLET AT CURBELEC/TELEPHONE/CABLESWMWATER WELLWFHSDDROP INLETSYMBOL LEGEND:OHESGETCWSTREET LIGHTJOINT POLEJPGUY WIREPOWER POLEPPTELECTRIC BOXELECCATVSIGNAL BOXSIGTELGAS METERPG&E BOXPGESTORM WATERSWGMXXXSITE / UTILITY PLAN REFERENCE NOTES:LINE OF EXISTING FOOTPRINT OF MOTEL (N.I.C.)111213(N) PERVIOUS PAVEMENT @ FRONT YARD - VERIFY SURFACE MATERIAL FOR UNDER-DRIP LINE USE (VERIFY W/ OWNER FOR MATERIAL)65(E) ± 6'-0" RETAINING WALL TO REMAIN AT SIDE YARD4± 3'-0" HIGH WOOD FENCE TO REMAIN ATFRONT YARD321(E) CONCRETE DRIVEWAY APRON7TRASH / RECYCLING / ORGANIC WASTE STORAGE AREA PER THE REQUIREMENTS OF THE SAN LUIS GARBAGE COMPANY.NOTE:ALL EXTERIOR LIGHTING MUST BE ORIENTED, RECESSED, OR SHIELDED TO PREVENT LIGHTTRESPASS AND POLLUTION, IN COMPLIANCE WITH NIGHT SKY PRESERVATION REGULATIONS. ZONING REGULATIONS, CHAPTER 17.23(E) CURB AND GUTTER PER S.L.O. CITY ENGINEERED STANDARD #4030LINE OF EXISTING FOOTPRINT OF CARETAKER'S UNIT(E) SIDEWALK PER S.L.O. CITY STANDARD #4110. NOTE:ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER AND SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR.STREET TREE PLANTING REQUIREMENTSPER SAN LUIS OBISPO MUNICIPAL CODE 12.24.070ONE 15- GALLON STREET TREE MAY BE REQUIRED FOR EACH 35 LINEALFEET OF FRONTAGE OR FRACTION THEREOF. CONTACT THE CITY ARBORIST AT 781-7023 FOR SPECIFIC QUESTIONS OR REQUIREMENTS AND TO EVALUATE ANY EXISTING STREET TREES. PARKING & DRIVEWAY NOTE:PARKING AND DRIVEWAY AREA SHALL COMPLY WITH PARKING AND DRIVEWAY STANDARDS FOR DIMENSION, MANEUVERABILITY, SLOPES, DRAINAGE, AND MATERIALS ALTERNATE PAVING MATERIALS ARE RECOMMENDED FOR WATER QUALITY AND/OR QUALITY CONTROL PURPOSES AND IN THE AREA OF EXISTING OR PROPOSED TREES AND WHERE THE DRIVEWAY OR PARKING MAY OCCUR WITHIN THE DRIP LINE OF ANY TREE. ALTERNATE PAVING MATERIAL SHALL BE APPROVED TO THE SATISFACTION OF THE PLANNING DIVISION. 200 AMP OVERHEAD ELECTRICAL LINE TO THE P.O.C. OF THE (E) 100 AMP SERVICE ON THE MAIN HOUSEPROPOSED ADDITIONAL BUILDING FOOTPRINT(E) BUILDING FOOTPRINT N.I.C.LANDSCAPEPAVERSCONCRETE /PAVEMENTCARETAKER'S UNIT (PROPOSED AREA OF WORK)SITE KEY PLAN :Page 15 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PRELIMINARYLANDSCAPE PLANL-1.0- 21PRELIMINARY NOT FOR CONSTRUCTION- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTAL22 JUL 2021PLANNING SUBMITTALSCALE: PRELIMINARY LANDSCAPE PLAN3/32" = 1'-0"PALM STMONTEREY ST(E) MOTELEXTERIOR FINISHUPDATES ONLY(NOT TO SCALE)N.I.C.(E) PARKING(E) APRON(E) APRONCARETAKER'S UNIT(PROPOSED AREA OF WORK)LAMPLIGHTERINN PARKINGLOTVILLA MOTELPARKING LOTHYRDROZONE 1CMU RETAININGWALL 6'-0" HIGHSIDEWALKSIDEWALKSIDEWALKSIDEWALKPLANTERPLANTERPLANTERPLANTER(E) MOTELEXTERIOR FINISHUPDATES ONLY(NOT TO SCALE)N.I.C.(E)TRASHTREETO REMAINTREETO REMAINTREETO REMAINTREETO REMAINHYRDROZONE 1HYRDROZONE 1154.6 S.F.126.4 S.F.522.0 S.F.HYRDROZONE 145.3 S.F.NOTE: ALL IRRIGATION SHALL BE DRIP IRRIGATION OR LOW FLOW WHERE APPLICABLE.SHRUBSPACIFIC WAX MYRTLEGROUND COVERPEA GRAVEL TO MATCH EXISTING( ALL PLANTER U.N.O.)VARIEGATED DIANELLALANDSCAPE LEGEND:ALL PLANTS TO BE 5 GALLON U.N.O.HIDCOTE ENGLISH LAVENDERPLANT IMAGERY:HIDCOTE ENGLISHLAVENDERVARIEGATED DIANELLAPACIFIC WAX MYRTLEPERVIOUS PAVERSCALC. MAX. APPLIED WATER ALLOWANCE(MAWA) PER CITY OF SLO UTILITIESDEPARTMENTPage 16 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401- 21AS-BUILTSAB-1.0PRELIMINARY NOT FOR CONSTRUCTION- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTAL22 JUL 2021PLANNING SUBMITTALWHKITCHENLAUNDRY/HOUSEKEEPINGF.F. = 287.53F.F. = 287.36F.F. = 286.91F.F. = 286.42BEDROOMBEDROOMDININGLIVING ROOMOFFICEDENSTORAGESTORAGEF.F. = 287.01F.F. = 287.54F.F. = 287.54AS- BUILT FLOOR PLANScale: 3/16" = 1'-0"1656F.F. MAIN287.54'T.O. ROOF296.75'OFFICERESID. SOUTH ELEVATIONScale: 3/16" = 1'-0"T.O. (E) SIGN 303.75'19'-2 1/2"F.F. MAIN287.54'T.O. ROOF296.75'RESID.LAUND.F.F. LAUNDRY286.42' EAST ELEVATIONScale: 3/16" = 1'-0"T.O. (E) SIGN 303.75'F.F. BACK286.42'T.O. ROOF296.75'RESID. NORTH ELEVATIONScale: 3/16" = 1'-0"T.O. (E) SIGN 303.75'AS-BUILT ROOF PLANScale: 3/16" = 1'-0"SLOPE 2:12SLOPE 2:12F.F. MAIN287.54'T.O. ROOF296.75'WEST ELEVATIONScale: 3/16" = 1'-0"T.O. (E) SIGN 303.75'19'-2 1/2"Page 17 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401- 21PRELIMINARYDEMOLITION PLAND-1.0PRELIMINARY NOT FOR CONSTRUCTION- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTAL22 JUL 2021PLANNING SUBMITTAL1.1122355ABDFG4ABCEGWHKITCHENLAUNDRY/HOUSEKEEPINGBEDROOMBEDROOMDININGLIVING ROOMOFFICEDENSTORAGESTORAGE2222222222222333333334555523335611777888581DEMOLITION FLOOR PLANScale: 3/16" = 1'-0"HEIGHT OF CONSTRUCTIONDISTANCE FROM CONSTRUCTION TO LOT LINETYPE OF PROTECTION REQUIRED8 feet or lessLess than 5 feetConstruction railings5 feet or moreNoneMore than 8 feetLess than 5 feetBarrier and covered walkway5 feet or more, but not more than one-fourth the height of constructionBarrier and covered walkway5 feet or more, but between one-fourth and one-half the height of constructionBarrier5 feet or more, but exceeding one-half the height of constructionNonePROTECTION OF PEDESTRIANS - CBC CHAPTER 33 - SECTION 3306PROTECTION REQUIRED (AS APPLICABLE)PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION, REMODELING AND DEMOLITION ACTIVITIES AS REQUIRED BY THIS CHAPTER AND TABLE 3306.1. SIGNS SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC.WALKWAYSA WALKWAY SHALL BE PROVIDED FOR PEDESTRIAN TRAVEL IN FRONT OF EVERY CONSTRUCTION AND DEMOLITION SITE UNLESS THE AUTHORITY HAVING JURISDICTION AUTHORIZES THE SIDEWALK TO BE FENCED OR CLOSED. WALKWAYS SHALL BE OF SUFFICIENT WIDTH TO ACCOMMODATE THE PEDESTRIAN TRAFFIC, BUT IN NO CASE SHALL THEY BE LESS THAN 4 FEET (1219 MM) IN WIDTH. WALKWAYS SHALL BE PROVIDED WITH A DURABLE WALKING SURFACE. WALKWAYS SHALL BE ACCESSIBLE IN ACCORDANCE WITH CHAPTER 11A OR 11B AND SHALL BE DESIGNED TO SUPPORT ALL IMPOSED LOADS AND IN NO CASE SHALL THE DESIGN LIVE LOAD BE LESS THAN 150 POUNDS PER SQUARE FOOT (PSF).DIRECTIONAL BARRICADES PEDESTRIAN TRAFFIC SHALL BE PROTECTED BY A DIRECTIONAL BARRICADE WHERE THE WALKWAY EXTENDS INTO THE STREET. THE DIRECTIONAL BARRICADE SHALL BE OF SUFFICIENT SIZE AND CONSTRUCTION TO DIRECT VEHICULAR TRAFFIC AWAY FROM THE PEDESTRIAN PATH.CONSTRUCTION RAILINGS CONSTRUCTION RAILINGS SHALL BE AT LEAST 42 INCHES (1067 MM) IN HEIGHT AND SHALL BE SUFFICIENT TO DIRECT PEDESTRIANS AROUND CONSTRUCTION AREAS.BARRIERSBARRIERS SHALL BE A MINIMUM OF 8 FEET (2438 MM) IN HEIGHT AND SHALL BE PLACED ON THE SIDE OF THE WALKWAY NEAREST THE CONSTRUCTION. BARRIERS SHALL EXTEND THE ENTIRE LENGTH OF THE CONSTRUCTION SITE. OPENINGS IN SUCH BARRIERS SHALL BE PROTECTED BY DOORS WHICH ARE NORMALLY KEPT CLOSED.BARRIER DESIGN. BARRIERS SHALL BE DESIGNED TO RESIST LOADS REQUIRED IN CHAPTER 16 UNLESS CONSTRUCTED AS FOLLOWS:1. BARRIERS SHALL BE PROVIDED WITH 2-INCH BY 4-INCH (51 MM BY 102 MM) TOP AND BOTTOM PLATES.2. THE BARRIER MATERIAL SHALL BE A MINIMUM OF 3/4-INCH (19.1 MM) BOARDS OR 1/2-INCH (6.4 MM) WOOD STRUCTURAL USE PANELS.3. WOOD STRUCTURAL USE PANELS SHALL BE BONDED WITH AN ADHESIVE IDENTICAL TO THAT FOR EXTERIOR WOOD STRUCTURAL USE PANELS.4. WOOD STRUCTURAL USE PANELS 1/4 INCH (6.4 MM) OR 5/16 INCH (23.8 MM) IN THICKNESS SHALL HAVE STUDS SPACED NOT MORE THAN 2 FEET (610 MM) ON CENTER (O.C.).5. WOOD STRUCTURAL USE PANELS 3/8 INCH (9.5 MM) OR 1/2 INCH (12.7 MM) IN THICKNESS SHALL HAVE STUDS SPACED NOT MORE THAN 4 FEET (1219 MM) O.C., PROVIDED A 2-INCH BY 4-INCH (51 MM BY 102 MM) STIFFENER IS PLACED HORIZONTALLY AT MID-HEIGHT WHERE THE STUD SPACING EXCEEDS 2 FEET (610 MM) O.C.6. WOOD STRUCTURAL USE PANELS 5/8 INCH (15.9 MM) OR THICKER SHALL NOT SPAN OVER 8 FEET (2438 MM).COVERED WALKWAYSCOVERED WALKWAYS SHALL HAVE A MINIMUM CLEAR HEIGHT OF 8 FEET (2438 MM) AS MEASURED FROM THE FLOOR SURFACE TO THE CANOPY OVERHEAD. ADEQUATE LIGHTING SHALL BE PROVIDED AT ALL TIMES. COVERED WALKWAYS SHALL BE DESIGNED TO SUPPORT ALL IMPOSED LOADS. IN NO CASE SHALL THE DESIGN LIVE LOAD BE LESS THAN 150 PSF (7.2 KN/M2) FOR THE ENTIRE STRUCTURE. EXCEPTION: ROOFS AND SUPPORTING STRUCTURES OF COVERED WALKWAYS FOR NEW, LIGHT-FRAME CONSTRUCTION NOT EXCEEDING TWO STORIES IN HEIGHT ARE PERMITTED TO BE DESIGNED FOR A LIVE LOAD OF 75 PSF (3.6 KN/M2) OR THE LOADS IMPOSED ON THEM, WHICHEVER IS GREATER. IN LIEU OF SUCH DESIGNS, THE ROOF AND SUPPORTING STRUCTURE OF A COVERED WALKWAY ARE PERMITTED TO BE CONSTRUCTED AS FOLLOWS:1. FOOTINGS SHALL BE CONTINUOUS 2-INCH BY 6-INCH (51 MM BY 152 MM) MEMBERS.2. POSTS NOT LESS THAN 4 INCHES BY 6 INCHES (102 MM BY 152 MM) SHALL BE PROVIDED ON BOTH SIDES OF THE ROOF AND SPACED NOT MORE THAN 12 FEET (3658 MM) O.C.3. STRINGERS NOT LESS THAN 4 INCHES BY 12 INCHES (102 MM BY 305 MM) SHALL BE PLACED ON EDGE UPON THE POSTS.4. JOISTS RESTING ON THE STRINGERS SHALL BE AT LEAST 2 INCHES BY 8 INCHES (51 MM BY 203 MM) AND SHALL BE SPACED NOT MORE THAN 2 FEET (610 MM) O.C.5. THE DECK SHALL BE PLANKS AT LEAST 2 INCHES (51 MM) THICK OR WOOD STRUCTURAL PANELS WITH AN EXTERIOR EXPOSURE DURABILITY CLASSIFICATION AT LEAST 23/32 INCH (18.3 MM) THICK NAILED TO THE JOISTS.6. EACH POST SHALL BE KNEE BRACED TO JOISTS AND STRINGERS BY 2-INCH BY 4-INCH (51 MM BY 102 MM) MINIMUM MEMBERS 4 FEET (1219 MM) LONG.7. A 2-INCH BY 4-INCH (51 MM BY 102 MM) MINIMUM CURB SHALL BE SET ON EDGE ALONG THE OUTSIDE EDGE OF THE DECK.REPAIR, MAINTENANCE AND REMOVALPEDESTRIAN PROTECTION REQUIRED BY THIS CHAPTER SHALL BE MAINTAINED IN PLACE AND KEPT IN GOOD ORDER FOR THE ENTIRE LENGTH OF TIME PEDESTRIANS MAY BE ENDANGERED. THE OWNER OR THE OWNER’S AGENT, UPON THE COMPLETION OF THE CONSTRUCTION ACTIVITY, SHALL IMMEDIATELY REMOVE WALKWAYS, DEBRIS AND OTHER OBSTRUCTIONS AND LEAVE SUCH PUBLIC PROPERTY IN AS GOOD A CONDITION AS IT WAS BEFORE SUCH WORK WAS COMMENCED.ADJACENT TO EXCAVATIONSEVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A BARRIER NOT LESS THAN 6 FEET (1829 MM) HIGH. WHERE LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT LINE, A BARRIER SHALL BE ERECTED WHEN REQUIRED BY THE BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE STRTABLE 3306.1 PROTECTION OF PEDESTRIANS1. 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 IMMEDIATELY12. 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 CITY OF SAN LUIS OBISPO, AS REQUIRED.18. DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE CITY OF SAN LUIS OBISPO19. 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 DEBRISKNOWN TO CONTAIN LEAD BASED PAINT MUST BE DISPOSED AT AN APPROVED LOCATION. DEMOLITION REFERENCE NOTES:ASBESTOS MITIGATION REQUIREMENTS NOTES PRIOR TO DEMOLITION:THE ASBESTOS CONTAINING MATERIALS IDENTIFIED IN THIS REPORT ARE INTACT AND IN GOOD CONDITION. INTACT AND UNDISTURBED ASBESTOS CONTAINING BUILDING MATERIALS DO NOT POSE A HEALTH RISK TO THE BUILDING OCCUPANTS. DISTURBING THE MATERIAL IMPROPERLY HOWEVER, COULD EXPOSE THE BUILDING OCCUPANTS TO AIRBORNE ASBESTOS FIBERS. WEST COAST SAFETY CONSULTANTS RECOMMENDS ALL THE ASBESTOS CONTAINING MATERIALS IDENTIFIED IN THIS REPORT BE MAINTAINED IN THEIR CURRENT CONDITION AND REMOVED PRIOR TO DEMOLITION, RENOVATION OR ANY ACTIVITY WHICH COULD DISTURB THOSE MATERIALS BY AN ASBESTOS ABATEMENT CONTRACTOR LICENSED BY THE STATE OF CALIFORNIA. IF ADDITIONAL SUSPECT MATERIALS ARE DISCOVERED DURING DEMOLITION ORRENOVATION ACTIVITIES, THE MATERIAL SHOULD BE ASSUMED TO CONTAIN ASBESTOS UNTIL SAMPLING PROVES OTHERWISE.ESTIMATED QUANTITIES OF ASBESTOS CONTAINING MATERIAL IDENTIFIED IN THIS REPORT ARE INTENDED AS ESTIMATES ONLY. PRIOR TO REMOVAL OF ASBESTOS CONTAINING MATERIALS, WEST COAST SAFETY CONSULTANTS RECOMMENDS THE CONTRACTOR MAKE A THOROUGH SITE INVESTIGATION TO INDEPENDENTLY ASCERTAIN THE ACTUAL QUANTITIES PRIOR TO SUBMITTING A PRICE QUOTE.THE SAN LUIS OBISPO COUNTY AIR POLLUTION CONTROL DISTRICT IS DELEGATED AUTHORITY TO IMPLEMENT THE ASBESTOS NESHAP REGULATION IN SAN LUIS OBISPO COUNTY. THIS REGULATION REQUIRES SPECIFIC ACTIONS BY THE OWNER OR OPERATOR OF APPLICABLE PROJECTS. BEFORE YOU BEGIN YOUR PROJECT AND FOR FURTHER INFORMATION, PLEASE VISIT THEIR WEB SITE AT:HTTPS://WWW.SLOCLEANAIR.ORG/RULES-REGULATIONS/ASBESTOS.PHP OR CALL THE ENGINEERING AND COMPLIANCE DIVISION AT (805) 781-5912. THESE CONCLUSIONS AND RECOMMENDATIONS ARE BASED ON THE REQUIREMENTS SET FORTH IN 40 CFR PART 61, NATIONAL EMISSION STANDARDS FOR HAZARDOUS AIR POLLUTANTS (NESHAP), AND TITLE 8, CHAPTER 4, PARAGRAPH 1529, THE ASBESTOS STANDARD OF THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.ALL (E) KITCHEN APPLIANCES, CABINETS, FLOOR TILES, AND COUNTERS TO BE REMOVED . (CAP ALL UTILITIES PRIOR TO ANY PLUMBING, ELECTRICAL OR GAS DISCONNECT.)REMOVE BUILT-INSREMOVE INTERIOR WALLS. VERIFY STRUCTURAL COMPONENTSREMOVE BRICK FIREPLACE VERIFY STRUCTURAL COMPONENTSALL (E) PLUMBING FIXTURES, EQUIPMENT, CABINETS, FLOOR TILES TO BE REMOVED (CAP ALL UTILITIES PRIOR TO ANY PLUMBING, ELECTRICAL OR GAS DISCONNECT.) WINDOW TO BE REMOVED (AREA TO BE FILLED OR REPLACED WITH A NEW OPENING . VERIFY PLANS)EXTERIOR DOOR TO BE REMOVED AND AREA TO BE FILLED OR REPLACED WITH A NEW OPENING REMOVE INTERIOR STEP12345687INTERIOR DOOR TO BE REMOVED AND AREA TO BE FILLED OR REPLACED WITH A NEW OPENING 9REMOVE DECORATIVE EXTERIOR AWNING10DEMOLITION NOTES:REMOVE ALL (E) ROOF ASSEMBLY111235ABDFGABCEG410111111DEMOLITION ROOF PLANScale: 3/16" = 1'-0"Page 18 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401A-1.0 FIRST FLOOR PLAN- 21PRELIMINARY NOT FOR CONSTRUCTION- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTAL22 JUL 2021PLANNING SUBMITTALSCALE: 1/4" = 1'-0"FIRST FLOOR PLAN1.1122355ABDFG4ABCEGWH3930HORIZ. SLDR2030VERT. SLDR4040HORIZ. SLDR3030FIXED5030HORIZ. SLDR5030HORIZ. SLDR3930HORIZ. SLDR4040VERT. SLDRTEMP.4040VERT. SLDRTEMP.306826683068306830682106830682668606821068606828683068210683030HORIZ. SLDRTEMP.BEDROOM 2BEDROOM 1LIVINGOFFICESTORAGE &LAUNDRYKITCHENSTOR.DINING(E) TO REMAINENTRYENTRYHALL177.72 S.F. (NET)169.49 S.F. (NET)121.83 S.F. (NET)139.22 S.F. (NET)534.78 S.F. (NET)39.89S.F. (NET)PRIMARYCARETAKER'SUNITF.F. MAIN= 287.54BATHSTAIRUP57.91 S.F. (NET)F.F. = 286.42'F.F.= 286.96'STEP DN.STEP DN.3'-7 1/8"1222333344444556789101044NOTE:IF SEPARATION IS FLOOR-CEILING ASSEMBLY, THE CEILING AND ALL SUPPORTING BEAMS, POSTS AND WALL MUST BE PROTECTED PER U.B.C. 302.4 (EXCEPTION: IN R-1 USES , THE ASSEMBLY SHALL BE A FULL 1-HR. CONSTRUCTION.) THIS STRUCTURE FALLS UNDER R-1 OCCUPANCY PER U.B.C. APPENDIX 3WALL LEGENDDETAIL NUMBERSHEET NUMBER1AWINDOW SYMBOL NUMBER, REFER TO WINDOW SCHEDULE, SHEET A-3.0 DOOR SYMBOL LETTER, REFER TO DOORSCHEDULE, SHEET A-3.02X4 EXTERIOR FRAMING WALLS2X4 INTERIOR FRAMING WALLS2X4 1- HOUR RATED WALLSADDITIONAL DOOR & WINDOW NOTES: 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 WINDOWS 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 PURCHASE HANDRAILS/GUARDRAILS: PER CRC SECTION R311 AND SECTION R312HANDRAILS 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 R3121.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 CONNECTING 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 SAFETY TERMINALS AND RAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" BETWEEN THE WALL AND THE HANDRAILS. (C.R.C., SECTION R311.7.8.2)EXCEPTIONS: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. 3.5.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)FLOOR PLAN REFERENCE NOTES:123456ENTRY DOOR PER PLANEXTERIOR WOOD STUD WALL- REFER TO WALL LEGEND8INTERIOR WOOD FRAMED STAIRS (6-3/4"R: 11"T) WITH HANDRAIL1.2.3.4.6.7.8.9.10.11.12.13.14.5.16.17.19.18.SUBCONTRACTOR TO FURNISH AND INSTALL ALL ITEMS TO COMPLETE THE MIRRORS AND SHOWER DOORS PER THE APPROVED PLANS.1. MIRRORS SHALL BE 1/4" THICK 2. ALL MOUNTING HEIGHTS SHOWN ON DRAWINGS SHOULD BE VERIFIED BY OWNER.TANKLESS WATER HEATERS SHALL BE NATIONALLY LISTED AND BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS THAT WERE APPROVED AS PART OF THEIR LISTING. THE GAS PIPING SERVING THIS APPLIANCE MUST BE SIZED IN COMPLIANCE WITH THE WATER HEATER'S LISTED INSTALLATION INSTRUCTIONS AND THE 2019 CALIFORNIA PLUMBING CODE. FLOOR PLAN NOTESTYPICAL FIRST FLOOR HEADER TO BE 6X10 DF #2 U.N.O. TYPICAL ROOF HEADER TO BE 4X8 DF #2 OR 6X8 DF#2 U.N.O.ALL INTERIOR PLUMBING WALLS RECOMMENDED TO BE 2 X 4 STUDS @ 16" O.C.PROVIDE FIRE STOPS IN CONCEALED SPACES OF STUD WALLS INCLUDING SPACES AT CEILINGS AND FLOORS AND IN OPENINGS AROUND DUCTS, PIPES, CHIMNEYS AND SIMILAR OPENINGS WHICH ALLOW PASSAGE OF FIRE.SHOWER AREA WALLS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBENT, HARD SURFACE TO A HEIGHT OF 72" ABOVE DRAIN INLET.ALL FIREPLACES SHALL HAVE APPROVED COLLAPSIBLE METAL OR GLASS DOORS AND OUTSIDE COMBUSTION AIR. OUTSIDE COMBUSTION AIR IS NOT REQUIRED ON INTERIOR FIREPLACES INSTALLED OVER CONCRETE SLAB ON GRADE. MANUFACTURER'S INSTALLATION GUIDE TO BE ON-SITE FOR INSPECTION.DAMPERS SHALL BE INSTALLED IN FIREPLACE OR THE CHIMNEY VENTING THE FIREPLACE, AND SHALL BE OPERABLE FROM THE ROOM CONTAINING THE FIREPLACE. CRC R100 1.7.1 GAS APPLIANCES FOR FLUE LINING SYSTEMS FOR GAS APPLIANCES SHALL BE IN ACCORDANCE WITH THE 2019 CMC PER CRC R1003.11.3LANDINGS OR FINISHED FLOOR AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1-1/2" LOWER THAN THE TOP OF THE THRESHOLD. CRC R311.3.1MASONRY OR CONCRETE CHIMNEYS IN ALL STRUCTURES REGULATED BY THIS CODE ASSIGNED TO SEISMIC DESIGN CATEGORY SHALL BE ANCHORED AT EACH FLOOR, CEILING OR ROOF LINE MORE THAN 6 FEET ABOVE GRADE. EXCEPT WHERE CONSTRUCTED COMPLETELY WITH THE EXTERIOR WALLS. ANCHORAGE SHALL CONFORM TO THE REQUIREMENTS OF SECTION R1001.4.1.ALL CHIMNEYS ATTACHED TO ANY APPLIANCE OR FIREPLACE THAT BURNS SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED SPARK ARRESTOR. CRC R1003.9.11. THE NET FREE AREA OF THE ARRESTOR SHALL NOT BE LESS THAN 4 TIMES THE NET FREE AREA OF THE OUTLET OF THE CHIMNEY FLUE IT SERVES. 2. THE ARRESTOR SCREEN SHALL HAVE HEAT AND CORROSION RESISTANCE EQUIVALENT TO 12 GAGE WIRE, 19 GAGE GALVANIZED STEEL OR 24 GAGE STAINLESS STEEL. 3. OPENINGS SHALL NOT PERMIT THE PASSAGE OF SPHERES HAVING A DIA. GREATER THAN 1/2" NOR BLOCK THE PASSAGE OR SPHERES HAVING A DIAMETER LESS THAN 3/8".4. THE SPARK ARRESTOR SHALL BE ACCESSIBLE FOR CLEANING AND THE SCREEN OR CHIMNEY CAP SHALL BE REMOVABLE TO ALLOW FOR CLEANING OF THE CHIMNEY FLUE.BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 S.F. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES AND THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURE FROM THE FLOOR. CRC R310PENETRATIONS INTO OR THROUGH FIRE WALLS, FIRE BARRIERS, SMOKE BARRIER WALLS AND FIRE PARTITIONS SHALL COMPLY WITH CBC SECTIONS CBC 714.3.1 THROUGH 714.3.3 PENETRATIONS IN SMOKE BARRIER WALLS SHALL ALSO COMPLY WITH SECTION 714.5MINIMUM VENT AREA IS 1/150 IF ATTIC AREA. THIS MAY BE REDUCED TO 1/300 OF THE ATTIC AREA, PROVIDED A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION OR AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED VENT AREA LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE NOT MORE TAN 3 FEET BELOW HIGHEST POINT OF THE SPACE WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CRC R806FIBER-CEMENT, FIBER-MAT REINFORCED CONCRETE, GLASS MAT GYPSUM BACKERS, OR FIBER-REINFORCED GYPSUM BACKERS SHALL BE USED AS A BASE FOR CERAMIC WALL TILES IN TUB AND SHOWER AREAS AS WELL AS PANELS IN SHOWER AREAS.ADDRESSES SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS NUMBERS SHALL BE 4" IN HEIGHT, 1/2" MIN STROKE WIDTH AND OF CONTRASTING COLOR TO THEIR BACKGROUND . WHERE ADDRESS CANNOT BE VIEWED FROM PUBLIC WAY, A MONUMENT OR POLE SHALL BE USED. CRC R319BOILER AND TANKLESS WATER HEATER BE PLACED IN THE FLOOR FOR HABITABLE SPACES. COMBUSTION AIR AND PRODUCTS OF COMBUSTION VENT SHALL BE PROVIDED AS NECESSARY. TANKLESS WATER HEATER SHALL BE INSTALLED TO SERVE FOR DOMESTIC HOT WATER. TANKLESS WATER HEATER SHALL BE PROVIDED WITH A TEMPERATURE AND PRESSURE RELIEF VALVE. COMBUSTION AIR AND PRODUCTS OF COMBUSTION VENT SHALL BE PROVIDED AS NECESSARY. 15.BOILER AND TANKLESS WATER HEATER BE PLACED IN THE FLOOR FOR HABITABLE SPACES. COMBUSTION AIR AND PRODUCTS OF COMBUSTION VENT SHALL BE PROVIDED AS NECESSARY. VINYL WINDOW PER PLANINTERIOR WOOD STUD WALL- REFER TO WALL LEGEND1- HOUR FIRE RATED EXTERIOR WALL- REFER TO WALL LEGENDLAUNDRY / STORAGE ROOM- VERIFY ALL APPLIANCES WITH CLIENTS 7BATHROOM FIXTURES- VERIFY ALL APPLIANCES WITH CLIENTS KITCHEN- VERIFY ALL APPLIANCES WITH CLIENTS 9DASH LINE INDICATES DECORATIVE AWNING 101Page 19 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401- 21PRELIMINARY NOT FOR CONSTRUCTION- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTALA-1.1 FIRST FLOOR DIMENSIONAL PLAN22 JUL 2021PLANNING SUBMITTALSCALE: 1/4" = 1'-0"FIRST FLOOR DIMENSIONAL PLAN1.1122355ABDFG4ABCEGWHBEDROOM 2BEDROOM 1LIVINGOFFICESTORAGE &LAUNDRYKITCHENSTOR.DINING(E) TO REMAINENTRYENTRYHALLPRIMARYCARETAKER'SUNITF.F. MAIN= 287.54BATHSTAIRUPF.F. = 286.42'F.F.= 286.96'STEP DN.STEP DN.3'-7 1/8"39'-0"39'-1 1/2" OVERALL43'-11" OVERALL 3'-5"15'-1"20'-7 1/2"5'-1 1/2"4'-10"5'-1 1/2"2'-9 1/2"7'-9"7'-5"4'-9" 3'-7 1/2"4'-9 1/2"2'-5 1/2"7'-2"8'-6 1/2"5'-7 1/2"7'-0"8'-2 1/2"12'-4 1/2"12'-11"10'-4 1/2"34'-5"4'-7"16'-3"22'-10 1/2"4'-9"10'-5 1/2"2'-5"7'-10 1/2"8'-6 1/2"4'-6"4'-3"13'-5"2'-5"3'-6"8'-1"(E) 5'-8 1/2"(E) 6'-11 1/2"(E) 14'-7"(E) 10'-8"(E) 12'-10 1/2"3'-8"4'-5 1/2"7'-0"8'-1"16'-0 1/2"5'-3 1/2"12'-4 1/2"14'-7"13'-7 1/2"2'-4 1/2"3'-0"CLR10'-8"1'-10"15'-9 1/2"Page 20 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401- 21PRELIMINARY NOT FOR CONSTRUCTION- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTALA-2.0SECOND FLOOR PLAN22 JUL 2021PLANNING SUBMITTALSCALE: 1/4" = 1'-0"SECOND FLOOR PLAN1.1122355ABDFG4ABCEGDENBEDROOM 4PATIOBEDROOM 3BEDROOM 55040HORIZ. SLDR3068306830683068266846682868286826686068606860685040HORIZ. SLDR5040HORIZ. SLDR5030HORIZ. SLDR5030HORIZ. SLDR5030HORIZ. SLDR3030HORIZ. SLDR3039HORIZ. SLDR2030VERT. SLDR4040VERT. SLDR4040VERT. SLDR147.76 S.F. (NET)141.34 S.F. (NET)248.80 S.F. (NET)322.67 S.F. (NET) HALL WAYINT.STAIR160.00 S.F. (NET)SECOND FLOORF.F. MAIN= 296.87BATH62.15 S.F. (NET)42.20 S.F.(NET)BATHCLOS.CLOSETCLOSETCLOSETLAUNDRYROOMW.D. HALL WAY12224444455671044441088NOTE:IF SEPARATION IS FLOOR-CEILING ASSEMBLY, THE CEILING AND ALL SUPPORTING BEAMS, POSTS AND WALL MUST BE PROTECTED PER U.B.C. 302.4 (EXCEPTION: IN R-1 USES , THE ASSEMBLY SHALL BE A FULL 1-HR. CONSTRUCTION.) THIS STRUCTURE FALLS UNDER R-1 OCCUPANCY PER U.B.C. APPENDIX 3WALL LEGENDDETAIL NUMBERSHEET NUMBER1AWINDOW SYMBOL NUMBER, REFER TO WINDOW SCHEDULE, SHEET A-3.0 DOOR SYMBOL LETTER, REFER TO DOORSCHEDULE, SHEET A-3.02X4 EXTERIOR FRAMING WALLS2X4 INTERIOR FRAMING WALLS2X4 1- HOUR RATED WALLSADDITIONAL DOOR & WINDOW NOTES: 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 WINDOWS 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 PURCHASE HANDRAILS/GUARDRAILS: PER CRC SECTION R311 AND SECTION R312HANDRAILS 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 R3121.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 CONNECTING 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 SAFETY TERMINALS AND RAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" BETWEEN THE WALL AND THE HANDRAILS. (C.R.C., SECTION R311.7.8.2)EXCEPTIONS: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. 3.5.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)FLOOR PLAN REFERENCE NOTES:123456ENTRY DOOR PER PLANEXTERIOR WOOD STUD WALL- REFER TO WALL LEGEND8INTERIOR WOOD FRAMED STAIRS (6-3/4"R: 11"T) WITH HANDRAIL1.2.3.4.6.7.8.9.10.11.12.13.14.5.16.17.19.18.SUBCONTRACTOR TO FURNISH AND INSTALL ALL ITEMS TO COMPLETE THE MIRRORS AND SHOWER DOORS PER THE APPROVED PLANS.1. MIRRORS SHALL BE 1/4" THICK 2. ALL MOUNTING HEIGHTS SHOWN ON DRAWINGS SHOULD BE VERIFIED BY OWNER.TANKLESS WATER HEATERS SHALL BE NATIONALLY LISTED AND BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS THAT WERE APPROVED AS PART OF THEIR LISTING. THE GAS PIPING SERVING THIS APPLIANCE MUST BE SIZED IN COMPLIANCE WITH THE WATER HEATER'S LISTED INSTALLATION INSTRUCTIONS AND THE 2019 CALIFORNIA PLUMBING CODE. FLOOR PLAN NOTESTYPICAL FIRST FLOOR HEADER TO BE 6X10 DF #2 U.N.O. TYPICAL ROOF HEADER TO BE 4X8 DF #2 OR 6X8 DF#2 U.N.O.ALL INTERIOR PLUMBING WALLS RECOMMENDED TO BE 2 X 4 STUDS @ 16" O.C.PROVIDE FIRE STOPS IN CONCEALED SPACES OF STUD WALLS INCLUDING SPACES AT CEILINGS AND FLOORS AND IN OPENINGS AROUND DUCTS, PIPES, CHIMNEYS AND SIMILAR OPENINGS WHICH ALLOW PASSAGE OF FIRE.SHOWER AREA WALLS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBENT, HARD SURFACE TO A HEIGHT OF 72" ABOVE DRAIN INLET.ALL FIREPLACES SHALL HAVE APPROVED COLLAPSIBLE METAL OR GLASS DOORS AND OUTSIDE COMBUSTION AIR. OUTSIDE COMBUSTION AIR IS NOT REQUIRED ON INTERIOR FIREPLACES INSTALLED OVER CONCRETE SLAB ON GRADE. MANUFACTURER'S INSTALLATION GUIDE TO BE ON-SITE FOR INSPECTION.DAMPERS SHALL BE INSTALLED IN FIREPLACE OR THE CHIMNEY VENTING THE FIREPLACE, AND SHALL BE OPERABLE FROM THE ROOM CONTAINING THE FIREPLACE. CRC R100 1.7.1 GAS APPLIANCES FOR FLUE LINING SYSTEMS FOR GAS APPLIANCES SHALL BE IN ACCORDANCE WITH THE 2019 CMC PER CRC R1003.11.3LANDINGS OR FINISHED FLOOR AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1-1/2" LOWER THAN THE TOP OF THE THRESHOLD. CRC R311.3.1MASONRY OR CONCRETE CHIMNEYS IN ALL STRUCTURES REGULATED BY THIS CODE ASSIGNED TO SEISMIC DESIGN CATEGORY SHALL BE ANCHORED AT EACH FLOOR, CEILING OR ROOF LINE MORE THAN 6 FEET ABOVE GRADE. EXCEPT WHERE CONSTRUCTED COMPLETELY WITH THE EXTERIOR WALLS. ANCHORAGE SHALL CONFORM TO THE REQUIREMENTS OF SECTION R1001.4.1.ALL CHIMNEYS ATTACHED TO ANY APPLIANCE OR FIREPLACE THAT BURNS SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED SPARK ARRESTOR. CRC R1003.9.11. THE NET FREE AREA OF THE ARRESTOR SHALL NOT BE LESS THAN 4 TIMES THE NET FREE AREA OF THE OUTLET OF THE CHIMNEY FLUE IT SERVES. 2. THE ARRESTOR SCREEN SHALL HAVE HEAT AND CORROSION RESISTANCE EQUIVALENT TO 12 GAGE WIRE, 19 GAGE GALVANIZED STEEL OR 24 GAGE STAINLESS STEEL. 3. OPENINGS SHALL NOT PERMIT THE PASSAGE OF SPHERES HAVING A DIA. GREATER THAN 1/2" NOR BLOCK THE PASSAGE OR SPHERES HAVING A DIAMETER LESS THAN 3/8".4. THE SPARK ARRESTOR SHALL BE ACCESSIBLE FOR CLEANING AND THE SCREEN OR CHIMNEY CAP SHALL BE REMOVABLE TO ALLOW FOR CLEANING OF THE CHIMNEY FLUE.BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 S.F. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES AND THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURE FROM THE FLOOR. CRC R310PENETRATIONS INTO OR THROUGH FIRE WALLS, FIRE BARRIERS, SMOKE BARRIER WALLS AND FIRE PARTITIONS SHALL COMPLY WITH CBC SECTIONS CBC 714.3.1 THROUGH 714.3.3 PENETRATIONS IN SMOKE BARRIER WALLS SHALL ALSO COMPLY WITH SECTION 714.5MINIMUM VENT AREA IS 1/150 IF ATTIC AREA. THIS MAY BE REDUCED TO 1/300 OF THE ATTIC AREA, PROVIDED A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION OR AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED VENT AREA LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE NOT MORE TAN 3 FEET BELOW HIGHEST POINT OF THE SPACE WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CRC R806FIBER-CEMENT, FIBER-MAT REINFORCED CONCRETE, GLASS MAT GYPSUM BACKERS, OR FIBER-REINFORCED GYPSUM BACKERS SHALL BE USED AS A BASE FOR CERAMIC WALL TILES IN TUB AND SHOWER AREAS AS WELL AS PANELS IN SHOWER AREAS.ADDRESSES SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS NUMBERS SHALL BE 4" IN HEIGHT, 1/2" MIN STROKE WIDTH AND OF CONTRASTING COLOR TO THEIR BACKGROUND . WHERE ADDRESS CANNOT BE VIEWED FROM PUBLIC WAY, A MONUMENT OR POLE SHALL BE USED. CRC R319BOILER AND TANKLESS WATER HEATER BE PLACED IN THE FLOOR FOR HABITABLE SPACES. COMBUSTION AIR AND PRODUCTS OF COMBUSTION VENT SHALL BE PROVIDED AS NECESSARY. TANKLESS WATER HEATER SHALL BE INSTALLED TO SERVE FOR DOMESTIC HOT WATER. TANKLESS WATER HEATER SHALL BE PROVIDED WITH A TEMPERATURE AND PRESSURE RELIEF VALVE. COMBUSTION AIR AND PRODUCTS OF COMBUSTION VENT SHALL BE PROVIDED AS NECESSARY. 15.BOILER AND TANKLESS WATER HEATER BE PLACED IN THE FLOOR FOR HABITABLE SPACES. COMBUSTION AIR AND PRODUCTS OF COMBUSTION VENT SHALL BE PROVIDED AS NECESSARY. VINYL WINDOW PER PLANINTERIOR WOOD STUD WALL- REFER TO WALL LEGEND1- HOUR FIRE RATED EXTERIOR WALL- REFER TO WALL LEGENDLAUNDRY / STORAGE ROOM- VERIFY ALL APPLIANCES WITH CLIENTS 7BATHROOM FIXTURES- VERIFY ALL APPLIANCES WITH CLIENTS KITCHEN- VERIFY ALL APPLIANCES WITH CLIENTS 9DASH LINE INDICATES DECORATIVE AWNING 101Page 21 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401- 21PRELIMINARY NOT FOR CONSTRUCTION- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTALA-2.1SECOND FLOORDIMENSIONAL PLAN22 JUL 2021PLANNING SUBMITTALSCALE: 1/4" = 1'-0"SECOND FLOOR DIMENSIONAL PLAN1.1122355ABDFG4ABCEGDENBEDROOM 4PATIOBEDROOM 3BEDROOM 5 HALL WAYINT.STAIRSECOND FLOORF.F. MAIN= 296.87BATHBATHCLOS.CLOSETCLOSET CLOSETLAUNDRYROOMW.D. HALL WAY39'-0"39'-1 1/2" OVERALL43'-11" OVERALL 3'-5"15'-1"20'-7 1/2"5'-1 1/2"4'-9 1/2"5'-2"3'-10 1/2"7'-9"7'-5"4'-9"5'-8 1/2"2'-6 1/2"7'-8 1/2"6'-0 1/2"8'-2 1/2"12'-4 1/2"12'-11"10'-4 1/2"34'-5"4'-7"10'-4 1/2"28'-9"4'-9"10'-4"2'-5"3'-6"UP16R @ 7"8'-2"16'-10 1/2"5'-10"5'-11"8'-10"2'-10 1/2"4'-11"9'-2"4'-1 1/2"3'-8 1/2"3'-8 1/2"3'-0 1/2"CLR10'-4"17'-11"2'-1"11'-0"10'-8"8'-2"5'-10 1/2"14'-5"6'-10 1/2"11'-0 1/2"3'-7"8'-4"15'-5"6'-10 1/2"7'-4"4'-2 1/2"2'-3"Page 22 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401A-7.0- 21- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTAL22 JUL 2021PLANNING SUBMITTALSCALE: 1/4" = 1'-0"ROOF PLANROOF PLAN1.1122355ABDFG4ABCEGAWNINGBELOWPATIO BELOWAWNINGBELOWAWNINGBELOWAWNINGBELOWAWNINGBELOWFLAT ROOFFLAT ROOFPARAPETGENERAL ROOFING NOTES:1.2.3.4.5.6.8.ROOFING ASSEMBLIES AND ROOFTOP STRUCTURES SHALL BE IN ACCORDANCE WITH 2019 CBC CHAPTER 15A.B.UNDERLAYMENTROOFING:ROOF SLOPE:TYPE: COOL ROOFTYPE: CLASS A RATINGSLOPE: 1/4 : 12 (2% SLOPE)C.FLASH CRICKETS AND VALLEYS IN ACCORDANCE WITH 2019 CBC SECTION 1503 AND 1507.FLASH AND COUNTER FLASH JUNCTIONS OF ROOFS AND VERTICAL SURFACES PER ROOFING MANUFACTURER'S RECOMMENDATIONS AND, WHEN OF METAL, SHALL NOT BE LESS THAN 26 GAGE CORROSION- RESISTANT METALFLASH ALL PLUMBING, MECHANICAL, AND ELECTRICAL ROOF PENETRATIONS.PROTECT ATTIC VENTS AGAINST ENTRANCE OF FIRE 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 METAL9.ROOF GUTTERS SHALL BE PROVIDED W/ MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER.VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ALL DISCREPANCIES PRIOR TO CONSTRUCTION.ROOF AND ATTIC VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTIC AREA OF THE STRUCTURE, OR SHALL BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH OPENINGS A MINIMUM OF 1/16-INCH AND SHALL NOT EXCEED 1/8-INCH. [§ 706A CBC] 10.ROOF ASSEMBLY NOTES:MANUFACTURER: JOHNS MANVILLETYPE: PVC FB-80 MIL (THERMOPLASTIC POLYVINYL CHLORIDE MEMBRANE)COLOR: WHITE (REFLECTIVITY=0.86; TITLE 24=0.86 - PASS/NET-ZERO COMPLIANT)FASTENER: MECHANICALLY APPLIEDUNDERLAYMENT: ¼” “DEXCELL” (OVER PLYWOOD ROOF DECKING).COMPLIANCE: ASTM D 4434 – CBC 1507.13RATING: CLASS A (WITH “DEXCELL” UNDERLAYMENT).POLYMER TYPE: DUPONT “ELVALOY” KEE – TYPICALREFER TO SPECIFICATIONS ON THIS SHEETPage 23 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.A-9.0EXTERIOR ELEVATIONS02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401- 21PRELIMINARY NOT FOR CONSTRUCTION- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTAL22 JUL 2021PLANNING SUBMITTALSCALE: EXTERIOR ELEVATIONSF.F. FIRST287.54'F.F. SECOND296.87'HOMEOFFICET.O. PARAPET20'-9"2'-6"HOMESOUTH ELEVATIONScale: 1/4" = 1'-0"T.O. PARAPET308.29'9'-4"8'-11"T.O. ROOF305.79'T.O. (E) SIGN 303.75'F.F. OFFICE286.96'OFFICE2'-6"EAST ELEVATIONScale: 1/4" = 1'-0"F.F. FIRST287.54'F.F. SECOND296.87'T.O. PARAPET308.29'T.O. ROOF305.79'T.O. (E) SIGN 303.75'LAUNDRYOFFICE2'-6"NORTH ELEVATIONScale: 1/4" = 1'-0"F.F. SECOND296.87'F.F. FIRST287.54'T.O. PARAPET308.29'10'-6"11'-5"T.O. ROOF305.79'18'-3"F.F. STORAGE & LAUNDRY286.42'F.F. OFFICE286.96'WEST ELEVATIONScale: 1/4" = 1'-0"F.F. SECOND296.87'F.F. FIRST287.54'T.O. PARAPET308.29'9'-4"11'-5"T.O. ROOF305.79'18'-3"F.F. STORAGE & LAUNDRY286.42'1'-1"T.O. (E) SIGN 303.75'Page 24 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.A-9.1EXTERIOR ELEVATIONS(COLOR)02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401- 21PRELIMINARY NOT FOR CONSTRUCTION- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTAL22 JUL 2021PLANNING SUBMITTALSCALE:1/4" = 1'-0"EXTERIOR ELEVATIONS (COLOR)REFER TO COLORBOARD, IN ARCHITECTS OFFICE, FOR CLARIFICATION OF FINISH MATERIAL LOCATIONSHOMEOFFICEHOMESOUTH ELEVATIONScale: 1/4" = 1'-0"F.F. FIRST287.54'F.F. SECOND296.87'T.O. PARAPET20'-9"2'-6"T.O. PARAPET308.29'9'-4"8'-11"T.O. ROOF305.79'T.O. (E) SIGN 303.75'OFFICE2'-6"EAST ELEVATIONScale: 1/4" = 1'-0"F.F. OFFICE286.96'F.F. FIRST287.54'F.F. SECOND296.87'T.O. PARAPET308.29'T.O. ROOF305.79'T.O. (E) SIGN 303.75'NORTH ELEVATIONScale: 1/4" = 1'-0"LAUNDRYOFFICE2'-6"F.F. SECOND296.87'F.F. FIRST287.54'T.O. PARAPET308.29'10'-6"11'-5"T.O. ROOF305.79'F.F. STORAGE & LAUNDRY286.42'F.F. OFFICE286.96'WEST ELEVATIONScale: 1/4" = 1'-0"F.F. FIRST0'-0"F.F. SECOND296.87'F.F. FIRST287.54'T.O. PARAPET308.29'9'-4"11'-5"T.O. ROOF305.79'18'-3"F.F. STORAGE & LAUNDRY286.42'1'-1"T.O. (E) SIGN 303.75'Page 25 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401A-9.2PROPOSED VS.EXISTING OF FRONT ELEVATION- 21PRELIMINARY NOT FOR CONSTRUCTION- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 93401Page 26 of 82 MR. JERRY HSU1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401PH: 805-215-2455These drawings are instrumentsof service and are the propertyof C R S A Architecture. Alldesigns and other informationon the drawings are for use onthe specified project and shallnot be used otherwise withoutthe expressed writtenpermission of C R S AArchitecture.02017CRSA © 2021SUN BEAMCARETAKER'S REMODEL1656 MONTEREY STREETSAN LUIS OBISPO, CA 93401A-10.3COLORBOARD- 21PRELIMINARY NOT FOR CONSTRUCTION- 3011860 Walnut Street • Suite B • San Luis Obispo • CA 934016 MAY 2021PLANNING SUBMITTAL22 JUL 2021PLANNING SUBMITTALNATURAL WOODSW 3503WHITE BIRCHTRIMSW 7004SNOWBOUNDSTUCCOSW 6379JERSEY CREAMSTUCCOSW 9183DARK CLOVEPage 27 of 82 Page 28 of 82