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HomeMy WebLinkAboutItem 6a. 1440 Higuera St. (ARCH-0542-2022)_High Resolution PlansHIGUERA RESIDENTIAL DUPLEX 1440 HIGUERA STREET SAN LUIS OBISPO, CA 93401 SHEET INDEX 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 ARCHITECTURAL SITE CA-0.0 TOPOGRAPHICAL SURVEY CA-1.0 SITE PLAN CA-1.1 PARKING PLAN CALCULATION AND MANEUVERING SPACE CA-2.0 PRELIMINARY GRADING AND DRAINAGE PLAN CA-3.0 EROSION CONTROL MEASUREMENTS L-1.0 LANDSCAPE PLAN AS-BUILTS AB-1.0 AS-BUILT FLOOR PLAN DEMOLITION D-1.0 DEMOLITION PLAN ARCHITECTURAL A-0.0 OVERALL FLOOR PLAN 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 DIMENSIONAL THIRD FLOOR PLAN A-3.1 THIRD FLOOR PLAN A-7.0 ROOF PLAN A-8.0 SECTIONS A-9.0 ELEVATIONS A-9.1 ELEVATIONS A-9.2 COLORED ELEVATIONS A-9.3 ELEVATIONS A-10.0 ARCHITECTURAL DETAILS A-10.1 ARCHITECTURAL DETAILS A-10.2 ARCHITECTURAL DETAILS TOTAL: 26 SHEETS PROJECT DIRECTORY OLIVIA AND ANTHONY BOZZANO 672 HOWARD ST. SAN LUIS OBISPO,CA 93401 PH:805-801-0517 EMAIL: anthony@bozzanoandcompany.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 041 T-1.0TITLE SHEETANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A 3-STORY RESIDENTIAL DUPLEX FOR A MIXED USED DEVELOPMENT. SCOPE OF WORK CONSIST OF A TWO BEDROOM DWELLING UNIT AND A TWO BEDROOM ACCESSORY DWELLING UNIT IS BEING PROPOSED. A HEIGHT EXCEPTION FOR THE ACCESSORY DWELLING UNIT IS BEING REQUESTED. NO WORK TO THE EXISTING OFFICE STRUCTURE IS BEING PROPOSED. PROJECT STATISTICS PROJECT ADDRESS:1440 HIGUERA ST., SAN LUIS OBISPO,CA 93401 APN#001-231-019 LEGAL DESCRIPTION: LOTS 23 & 24 OF BLOCK 3 OF THE CENTRAL ADDITION TO THE CITY OF SAN LUIS OBISPO AS SHOWN ON MAP FILED IN BOOK A AT PAGE 52, IN THE CITY OF SAN LUIS OBISPO, COUNTY OF SAN LUIS OBISPO, CALIFORNIA ZONE:OFFICE (O) LOT SIZE (ACRES) :0.15 AC.6 ,5 3 2 .7 7 S.F. SURROUNDING PROPERTY USES:O, C-R, C-T BUILDING SUMMARY USE:RESIDENTIAL OCCUPANCY:R-3 CONSTRUCTION:V-B WITH FIRE SPRINKLER NFPA-13 NUMBER OF STORIES:3 MAX DENSITY:2 DU ALLOWED 2 -BEDROOM = 1 DU 2 -BEDROOM A DU = 0 DU DEVELOPMENT STANDARDS CODE REQUIRED PROPOSED MAXIMUM BUILDING HEIGHT:35'-0"3 0 '-0 3 /4 " < 3 5 '-0 " ADU MAX HEIGHT 25'-0"3 0 '-0 3 /4 " > 2 5 '-0 " MAXIMUM LOT COVERAGE:60%2 9 .3 0 % (E) OFFICE BUILDING:1,200.00 S.F. (E) OFFICE GARAGE:502.00 S.F. PROPOSED DEVELOPMENT (N) CARPORT AREA:713.40 S.F. (N) SECOND FLOOR AREA:776.04 S.F. (N) THIRD FLOOR:665.37 S.F. YARD REQUIREMENTS REQUIRED PROPOSED FRONT YARD 1 5 -0 "113'-7" SIDE YARD V A RIES 5 '-0 ", 8 '-1 " REAR YARD V A RIES 1 1 '-0 ", 5 '-0 " (@ ST A IRS) PROJECT LOCATION FH #2 FH #1 NORTH VICINITY MAP: 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 PROPOSED UNIT BREAKDOWN PROPOSED ACCESSORY DWELLING UNIT 1 TYPE ACCESSORY DWELLING UNIT SIZE 778 SF BEDROOMS 2 BEDROOMS DENSITY UNITS 0 PARKING 0 VEHICLE SPACE, *ADDITIONAL INFO *HEIGHT EXEMPTION REQUEST PROPOSED DWELLING UNIT TYPE 2 BEDROOM DWELLING UNIT SIZE 778 SF BEDROOMS 2 BEDROOM DENSITY UNITS 1 PARKING 1.5 VEHICLE SPACE, 2-LONG TERM BICYCLE SPACE ADDITIONAL INFO N/A *EXISTING OFFICE (NOT IN SCOPE) FLOOR 1ST TYPE OFFICE SIZE 1,200 SF BEDROOMS 0 DENSITY UNITS 0 PARKING 4 VEHICLE SPACE, 1 LONG-TERM BICYCLE SPACES ADDITIONAL INFO N/A REQUIRED PARKING SPACE CALCULATION PER 17.72.030 (AREAS ARE BASED ON PROJECT AREAS) TOTAL FLOOR S.F. PER TOTAL PARKING AREA PARKING SPACE OFFICE 1,200 S.F.300 S.F.4.00 4.00 SPACES 2 BEDROOM PARKING TOTAL PARKING SPACE ACCESSORY DWELLING UNIT 0 0 NA RESIDENTIAL UNIT (2-BEDROOM)2 S.F.0.75 1.50 1.50 SPACES REQUIRED PARKING TOTAL REQUIRED PARKING SPACES 5.50 SPACES 6 SPACES PROPOSED PARKING TOTAL PROPOSED ON-SITE PARKING SPACES 6 SPACES A V ERA GE CA R PA RKING SPA CE 5 SPACES V A N A DA PA RKING SPA CE 1 SPACES PROPOSED BICYCLE PARKING PER 17.72.070 OFFICE 1 SPACES ACCESSORY DWELLING UNIT 0 SPACES RESIDENTIAL UNIT (2-BEDROOM)2 SPACES "2 BEDROOM DWELLING UNIT & 2 BEDROOM ACCESSORY DWELLING UNIT . AN HEIGHT EXEMPTION FOR THE ACCESSORY DWELLING UNIT IS BEING REQUESTED" FIRE HYDRANT LOCATION THE THREE CLOSEST FIRE HYDRANTS FROM THE SITE IS LOCATED ON : -FIRE HYDRANT #1: 106 FEET FROM 1440 HIGUERA STREET -FIRE HYDRANT #2 205 FEET FROM 1440 HIGUERA STREET ADDITIONAL PROJECT DESCRIPTION CONSTRUCTION OF A THREE STORY RESIDENTIAL DUPLEX FOR A MIXED USE DEVELOPMENT. THE PROPOSED DUPLEX WILL HAVE A HEIGHT OF 30'-0 3/4" AND INCLUDE A TWO-BEDROOM DWELLING UNIT AND A TWO-BEDROOM ACCESSORY DWELLING UNIT. A HEIGHT EXCEPTION FOR THE ACCESSORY DWELLING UNIT IS BEING REQUESTED. AN EXISTING GARAGE (501.34 S.F.) WILL BE DEMOLISHED. THIS IS THE LOCATION FOR THE PROPOSED DUPLEX. THE PARKING ON THE SITE SHALL BE CALCULATED PER TABLE 3-4 IN MUNICIPAL CODE SECTION 17.72.030. BICYCLE PARKING SHALL BE CALCULATED PER TABLE 3-6 IN MUNICIPAL CODE SECTION 17.72.070. ADDITIONAL INFORMATION CAN BE FOUND ON SHEET CA-1.0 THE PROJECT HAS BEEN DESIGNED TO COMPLY WITH ALL THE CONDITIONS FOUND IN §17.70.130(E), MAKING SURE THAT PRIVACY IS ENHANCED AND THE WAY THE BUILDING INTERACTS WITH THE SURROUNDING BUILDINGS, AS WELL AS ON A PEDESTRIAN LEVEL. WALKWAYS FROM THE DUPLEX TO THE DRIVEWAY WILL BE DESIGNED WITH PAVERS, WHICH IS IN LINE WITH §17.70.130(G) PEDESTRIAN ACCESS. THE BUILDING ALSO COMPLIES WITH §17.70.130(H) DUE TO THE DIFFERENT OFFSETS THE DUPLEX HAS ON ALL FOUR SIDES. NO WORK IS BEING PROPOSED FOR THE EXISTING OFFICE STRUCTURE. HEIGHT EXCEPTION STATEMENT HEIGHT LIMITS FOR THE ACCESSORY DWELLING UNIT IS 25'-0" AND WE ARE PROPOSING TO INCREASE IT TO 30'-0 3/4" FOR OUR PROJECT. CALIFORNIA SPANISH ARCHITECTURE HAVE AN ATTRACTIVE SIMPLICITY OF FORM. CHARACTERISTICS THAT DEFINE CALIFORNIA SPANISH ARCHITECTURE ARE FOLLOWING: 1. LOW PITCH VARIEGATED SPANISH ROOF TILES 2. SMOOTH STUCCO EXTERIOR FINISH 3. WROUGHT IRON GRILLE-WORK AT EXTERIOR STAIRCASE AND AT JULIETTE STYLE DECK 4. HEAVY WOODEN DOORS APPLIED AT GARAGE DOORS 5. ACCENT COLOR AT WINDOWS. DARK GREEN WINDOWS AND DOORS TO MATCH THE EXISTING STRUCTURE. 6. EXTERIOR DECORATIVE TRIM BANDING AT UNDERSIDE OF ROOF EAVE, AND BETWEEN FIRST AND SECOND FLOOR 7. DECORATIVE LINTEL AT ALL WINDOWS CALIFORNIA SPANISH STYLE DESIGN ELEMENTS MIXED-USE DEVELOPMENT STATEMENT A MIXED-USE PROJECT REQUIRES A COMBINATION OF RESIDENTIAL USES WITH ANY OTHER USE OR MULTIPLE USES ALLOWED IN THE APPLICABLE ZONE BY SECTION 17.10.020. MIXED USES, MULTI-UNIT RESIDENTIAL, AND BUSINESS & PROFESSIONAL OFFICE USES ARE ALLOWED IN THE OFFICE ZONE, AS INDICATED IN THAT SECTION. THE EXISTING OFFICE SPACE IS USED AS A “BUSINESS & PROFESSIONAL OFFICE” BY THE APPLICANT/OWNER FOR HIS COMPANY, AND WILL REMAIN. THERE IS NO PUBLIC ACCESS FOR THIS OFFICE SPACE, AND IT EXPERIENCES VERY LITTLE CLIENT TRAFFIC. PER SECTION 17.70.130.F(4), THE ALLOWED HOURS OF OPERATION FOR THE OFFICE SPACE WILL BE FROM 7:00AM - 8:00PM. PRIMARY ACCESS INTO THE RESIDENTIAL UNITS WILL BE THROUGH THE PROPOSED GARAGE SPACE, DIRECTLY ACCESSIBLE FROM THE DRIVEWAY OFF HIGUERA ST. PEDESTRIAN ACCESS WILL BE IDENTIFIED BY A DIFFERENT PAVING MATERIAL, IN COMPLIANCE WITH SECTION 17.70.130.G.5(B) FOR WALKWAYS CROSSING DRIVEWAYS, PARKING AREAS, OR LOADING AREAS TO THE PUBLIC SIDEWALK. SITE LIMITATIONS REQUIRE THAT THIS METHOD OF IDENTIFYING PEDESTRIAN ACCESS BE UTILIZED FOR THIS PROJECT ALONG THE EXISTING DRIVEWAY. THIS METHOD IS APPROPRIATE GIVEN THE MINIMAL TRAFFIC DEMANDS FOR THE PRIVATE OFFICE SPACE AND TWO RESIDENTIAL UNITS. THE ALLOWABLE BUILDING HEIGHT IN THE OFFICE ZONE IS 35’-0”. THIS PROJECT PROPOSES TO BE JUST OVER 30’-0”, WITH A STANDARD RESIDENTIAL UNIT COMPRISING ONE HALF, AND AN ACCESSORY DWELLING UNIT COMPRISING THE OTHER. AN ACCESSORY DWELLING UNIT HAS AN ALLOWABLE HEIGHT OF 25’, AS DEFINED IN SECTION 17.86.020 OF THE MUNICIPAL CODE. AN EXEMPTION TO THE MAXIMUM HEIGHT OF AN ACCESSORY DWELLING UNIT IS REQUESTED FOR THE PORTION OF THE PROPOSED BUILDING WITH THE ADU. THIS EXEMPTION IS REQUESTED TO ALLOW FOR THE CREATION OF A SECOND HOUSING UNIT, WHERE PARKING REQUIREMENTS AND AVAILABLE SPACE ON THE SITE WOULD PRECLUDE THE INCLUSION OF A SECOND “STANDARD” HOUSING UNIT WITH THIS PROPOSAL. CLASSIFYING ONE OF THE RESIDENTIAL UNITS AS AN ACCESSORY DWELLING UNIT DOES NOT RESULT IN AN EFFECTIVE RESIDENTIAL DENSITY GREATER THAN WOULD OTHERWISE BE ALLOWED IN THIS OFFICE ZONE OF 2.0 DU. SURROUNDING PROPERTIES ARE IN THE OFFICE, RETAIL COMMERCIAL, AND TOURIST COMMERCIAL ZONES. ALLOWABLE BUILDING HEIGHTS IN THESE ZONES ARE INDICATED IN THE TABLE BELOW. THE TWO ADJOINING PARCELS TO THE REAR OF THE SUBJECT PROPERTY, IMMEDIATELY ADJACENT TO THE PROPOSED RESIDENTIAL ELEMENT OF THIS PROPOSAL, ARE ZONED RETAIL COMMERCIAL AND TOURIST COMMERCIAL ZONES, WHERE BUILDINGS AT LEAST 15’ HIGHER THAN THIS PROPOSAL MAY BE BUILT (FOR QUALIFYING PROJECT PROPOSALS, WAIVERS TO DEVELOPMENT STANDARDS CAN BE MADE TO ALLOW FOR BUILDING HEIGHTS GREATER THAN THOSE ALLOWED IN THE SUBJECT ZONE.) ZONE ALLOWABLE HEIGHT CODE REFERENCE OFFICE 35’ 17.20.020 RETAIL COMMERCIAL 45’ 17.30.020 TOURIST COMMERCIAL 45’ 17.34.020 DESIGN STANDARDS IDENTIFIED IN SECTION 17.70.130.E REQUIRE THAT A MIXED USE PROJECT BE DESIGNED TO BE COMPATIBLE WITH THE ADJACENT AND SURROUNDING BUILT ENVIRONMENT. THE PROPOSED RESIDENTIAL USE COMPONENT OF THIS PROJECT IS LOCATED TOWARDS THE REAR OF THE SITE, AT AN ELEVATION APPROXIMATELY 8’-0” LOWER THAN THE EXISTING OFFICE SPACE TO THE FRONT OF THE SITE. ACCORDINGLY, THE VISUAL IMPACTS OF THIS BUILDING FROM THE STREET ELEVATION AT THE PUBLIC RIGHT-OF-WAY WILL BE REDUCED TO AN EFFECTIVE VISUAL HEIGHT OF APPROXIMATELY 22’-0”. THIS IS COMPATIBLE WITH THE SURROUNDING PROPERTIES, SOME OF WHICH ARE TWO STORIES (GREATER THAN 22’-0”) AND LOCATED NEAR THE ALLOWABLE FRONT SETBACK ON HIGUERA STREET. THE IMMEDIATELY ADJACENT PROPERTIES (1432 & 1460 HIGUERA ST.) ARE TWO SUCH PROPERTIES. THE PROPOSED BUILDING HEIGHT FOR THIS PROJECT MEETS THE REQUIREMENTS FOR ITS ZONE, AND IS LESS THAN WHAT IS ALLOWED IN ALL OTHER SURROUNDING ZONES. THE PROPOSED RESIDENTIAL STRUCTURE IS DESIGNED TO BE VISUALLY COMPATIBLE WITH THE EXISTING SPANISH STYLE OFFICE STRUCTURE LOCATED AT THE FRONT OF THE PROPERTY. DESIGN ELEMENTS INCLUDE THE LOW PITCH ROOF TO COMPLIMENT THE OFFICE’S FLAT AND LOW PITCHED ROOF PLANES, STUCCO FINISHES, VARIEGATING SPANISH ROOF TILE, GREEN WINDOW AND DOOR FINISHES, WROUGHT IRON GRILLE-WORK AT EXTERIOR STAIRCASE & JULIET STYLE DECK, AND OTHER CHARACTERISTICALLY SPANISH STYLE ARCHITECTURAL DETAILS. ABBREVIATIONS A.B.ANCHOR BOLT FHC FIRE HOSE CABINET PG PAINT GRADE ABV.ABOVE FIN.FINISH PL.PLATE ACOUS.ACOUSTICAL FLASH.FLASHING PLAM PLASTIC LAMINATE A.D.AREA DRAIN FLR FLOOR PLAS PLASTER ADA AMERICANS W/FLUOR FLUORESCENT PLYWD.PLYWOOD DIS. ACT F.O.FACE OF PR PAIR ADJ ADJUSTABLE F.O.C.FACE OF CONCRETE PTD PAINTED A.F.F.ABOVE FINISH F.O.F.FACE OF FINISH PT PRESSURE TREATED FLOOR F.O.S.FACE OF STUD P.T.R.PRESSURE THERMOSTATIC ALT ALTERNATE FT.FOOT OR FEET RELEASE ALUM ALUMINUM FTG.FOOTING R.RISER APPROX.APPROXIMATE FURR.FURRING R RETURN ARCH. ECTURAL ARCHITECT/ARCHIT FUT.FUTURE RAD RADIUS G.GAS RCP REFLECTED CEILING PLAN BALC BALCONY GA.GAUGE RD ROOF DRAIN BD.BOARD GAL GALLON RE REFER BET BETWEEN GALV.GALVANIZED REBAR REINFORCING BAR BLDG.BUILDING G.B.GRAB BAR REF REFRIGERATOR BLK.BLOCK GC GENERAL CONTRACTORREINF REINFORCED BLKG.BLOCKING GL GLASS REQD.REQUIRED BM.BEAM GND.GROUND RESIL RESILIENT BOT.BOTTOM GSM GALVANIZED SHEET RM.ROOM B.O.W.BOTTOM OF WALL METAL RND.ROUND BRKT BRACKET GYP.GYPSUM R.O.ROUGH OPENING BULKHD BULKHEAD H.B.HOSE BIB RTU ROOF TOP UNIT (MECH) BUR BUILT UP ROOF H.C.HOLLOW CORE S.SOUTH C.G.CORNER GUARD HDR HEADER S.C.SOLID CORE C/L CENTER LINE HDWD HARDWOOD SCHED SCHEDULE CAB CABINET HDWR HARDWARE SCUP SCUPPER CALK CAULKING HNDRL.HANDRAIL SEAL SEALANT CEM CEMENT HM HOLLOW METAL SECT SECTION CER CERAMIC HORIZ HORIZONTAL SF SQUARE FOOT CJT.CONTROL JOINT HR HOUR SHT SHEET CLG.CEILING HT.HEIGHT SIM.SIMILAR CLOS CLOSET H.W.HOT WATER SIP STRUCTURAL INSULATED CLR.CLEAR H,W.H.HOT WATER HEATER PANEL CO.CLEAN OUT I.D.INSIDE DIAMETER SPEC.SPECIFICATION COL.COLUMN INC.INCANDESCENT SQ.SQUARE CONC.CONCRETE INFO.INFORMATION S.S STAINLESS STEEL CONT CONTINUOUS INSUL.INSULATION S.S.D.SEE STRUCTURAL CPT CARPET INT.INTERIOR DRAWINGS C.T.CERAMIC TILE JAN.JANITOR STD STANDARD C.W.COLD WATER JH.JOIST HANGER STL STEEL DBL BOUBLE JST JOIST STOR STORAGE DEPT.DEPARTMENT JT.JOINT STRUCT STRUCTURAL DET.DETAIL LAM LAMINATE SUSP SUSPENDED D.F.DOUGLAS FIR LAV.LAVATORY SYM SYMMETRICAL DIA.DIAMETER LB(S)POUNDS T TREAD DIM.DIMENSION LDG LANDING T & B TOP AND BOTTOM DN.DOWN LT LIGHT T & G TONGUE AND GROOVE DR DOOR MAX.MAXIMUM TEL TELEPHONE DRL DRAINLINE M.B.MACHINE BOLT TER TERRAZZO DS.DOWNSPOUT MECH.MECHANICAL THK THICK D.S.T.DRY STANDPIPE MEMB MEMBRANE THR THRESHOLD DWG.DRAWING MFR.MANUFACTURER T.O.TOP OF (E)EXISTING MIN.MINIMUM T.O.P.TOP OF PLATE E.EAST MIR.MIRROR T.O.C.TOP OF CONCRETE EA.EACH MISC.MISCELLANEOUS T.O.W.TOP OF WALL E.G.EXISTING GRADE MO MASONRY OPENING TYP.TYPICAL EIFS FINISH SYSTEM INSULATION & EXTERIOR MTD.MOUNTED UC UNDERCUT MTL METAL UNFIN UNFINISHED ELEC ELECTRICAL (N)NEW U.N.O.UNLESS NOTED OTHERWISE ELEV ELEVATION N.NORTH U.O.N.UNLESS OTHERWISE NOTED EMER EMERGENCY N.I.C.NOT IN CONTRACT UTIL UTILITY ENCL ENCLOSURE NO. or #NUMBER VCT VINYL COMPOSITION TILE EOS EDGE OF SLAB NOM NOMINAL VERT VERTICAL EQ.EQUAL N.T.S.NOT TO SCALE V.I.F.VERIFY IN FIELD EQUIP EQUIPMENT O/OVER VTR VENT TO ROOF ETR (E) TO REMAIN OA OVERALL VWC VINYL WALL COVERING EW EACH WAY O.C.ON CENTER W.WEST EXP. JT.EXPANSION JOINT O.D.OUTSIDE DIAMETER W/WITH F.A.FIRE ALARM OFF OFFICE W/O WITHOUT FAP FIRE ANNUNCIATOR OA OVERALL WC WATERCLOSET PANEL O.C.ON CENTER WD WOOD F.D.FLOOR DRAIN O.D.OUTSIDE DIAMETER WIN WINDOW FDN.FOUNDATION OFF OFFICE WD WOOD F.E.FIRE EXTINGUISHER OH OPPOSITE HAND WIN WINDOW F.E.C.FIRE EXTINGUISHER O.P.OVERFLOW PIPE WP WATERPROOF CABIN OPG OPENING WS WETSTACK F.F.FINISH FLOOR OPP OPPOSITE WSCT WAINSCOT FG FINISH GRADE PART PARTITION WT WEIGHT FH FIRE HYRANT PERM PERIMETER GRID REFERENCE VIEW NUMBER VIEW TITLE SCALE NORTH ARROW BUILDING ELEVATION DOOR TAG WINDOW TAG VIEW NAME Actual SizeA LEVEL ELEVATION A A-8.0 SECTION REFERENCE 11 A-10.0 DETAIL REFERENCE CENTER LINE 1 REVISION REFERENCE TAG F-6 FIXTURE TAG A INTERIOR ELEVATION GENERAL SYMBOL LEGEND 1 W-06 D-2.1 SUB-CONTRACTOR REPRESENTATION EACH SUB-CONTRACTOR SHALL THOROUGHLY EXAMINE AND BE FAMILIAR WITH THE DRAWINGS AND RELATED SPECIFICATIONS. THE BID SUBMITTAL, BY THE SUB-CONTRACTOR, REPRESENTS THAT HE IS FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND FULLY UNDERSTANDS THE FACILITIES, DIFFICULTIES AND RESTRICTIONS RELATED TO THE EXECUTION OF THE WORK FOR THIS PROJECT. THE FAILURE OF OMISSION OF ANY SUB-CONTRACTOR TO RECEIVE OR EXAMINE ANY FORM, INSTRUMENT, OR OTHER DOCUMENT, OR TO VISIT THE SITE AS NECESSARY , AND BECOME ACQUAINTED WITH THE EXISTING CONDITIONS, SHALL IN NO WAY RELIEVE THEM FROM THEIR OBLIGATIONS WITH RESPECT TO THEIR BID OR THE CONTRACT. NO ADDITIONAL CHARGES WILL BE ALLOWED BECAUSE OF LACK OF SUCH KNOWLEDGE. THE SUBMISSION OF THE SUB-CONTRACTOR’S BID SHALL BE TAKEN AS PRIMA FACIE EVIDENCE OF COMPLIANCE WITH THIS CONDITION. EACH SUB-CONTRACTOR SHALL BE TOTALLY FAMILIAR WITH PERTINENT RULES AND REGULATIONS OF GOVERNMENT BODIES HAVING JURISDICTION, STATE OF LABOR, MATERIALS MARKETS, AND SHALL MAKE DUE ALLOWANCE FOR ALL CONTINGENCIES. NO ADDITIONAL CHARGES WILL BE ALLOWED BECAUSE OF LACK OF SUCH KNOWLEDGE. THE SUBMISSION OF THE SUB-CONTRACTOR’S BID SHALL BE TAKEN AS PRIMA FACIE EVIDENCE OF COMPLIANCE WITH THIS CONDITION. THE SUB-CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING THEIR BIDS AND VERIFY ALL EXISTING CONDITIONS. THE SUB-CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE BEGINNING ANY WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THE SUB-CONTRACTOR SHALL FIELD CERTIFY ALL ELEVATIONS, FLOW LINES AND POINTS OF CONNECTIONS BEFORE BEGINNING WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. AT COMMENCEMENT OF WORK THE SUB-CONTRACTORS ACCEPTS RESPONSIBILITY FOR ALL EXISTING CONDITIONS. 1. 2. 3. 4. 5. 6. 7. 8. ALL PLUMBING WALLS SHALL BE 2X6 STUDS. GENERAL ARCHITECTURAL NOTES: PENETRATION OF FIRE - RESISTANT WALLS, FLOOR CEILINGS AND ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED IN 2019 CBC SECTIONS 709 AND 710. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD & SMOKE-DEVELOPED INDEXES IN 2019 CBC 803.1 MINIMUM HEADROOM CLEARANCE FOR STAIRWAY SHOULD BE NO LESS THAN 6’ 8". THIS MEASUREMENT IS FROM A PLANE TANGENT TO THE STAIRWAY TREAD NOSING. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRWAY IS TO BE PROTECTED ON THE ENCLOSED SIDE WITH (1) ONE LAYER 5/8" TYPE ‘ X’ GYP. WALLBOARD W/ 2 @ 16" O.C. NAILERS @ EDGE / FIELD (SOLID BLOCKED CONTINUOUS). NO CONSTRUCTION MATERIALS CONTAINING ASBESTOS MAY BE USED ON THIS PROJECT. ALL INTERIOR FINISHES, CHOSEN BY THE OWNER, MUST CONFORM TO THE REQUIREMENTS OF CHAPTER 8 OF THE 2019 CBC THE OWNER IS TO SECURE THE PROPER OCCUPANCY PERMITS PRIOR TO OCCUPYING THE BUILDING. ALL EXTERIOR SWINGING DOORS AND WINDOWS SHALL BE COMPLETELY WEATHER STRIPPED. ALL SHOWER HEADS, LAVATORIES AND SINK FAUCETS SHALL BE EQUIPPED WITH DEVICES TO RESTRICT WATER FLOW COMPLY WITH APPLICABLE CAL GREEN MANDATORY MEASURES SAFETY GLAZING (PER 2019 CBC) IN AREAS SUBJECT TO HUMAN IMPACT. ALL EXTERIOR AND INTERIOR DOORS SHALL BE STANDARD HEIGHT (6’-8" ) U.N.O SET ALL FRAMES TRUE AND PLUMB. FIT ALL DOOR HARDWARE AND REMOVE FOR PAINTING AND STAINING. MAX. FLOOR LEVEL CHANGE IS 1/2" (INCLUDING THRESHOLD) @ ALL EXTERIOR DOORS TO LANDING U.N.O. ALL STAIRWAYS SHALL HAVE A LANDING ( MEASURED IN THE DIRECTION OF TRAVEL) EQUAL TO OR GREATER THAN THE WIDTH OF THE STAIRWAY (TO 44" MAX.) ALL WATER CLOSET COMPARTMENTS SHALL BE MIN. 30" CLEAR ( WIDTH) AND HAVE MIN. 24" CLEAR FROM FRONT OF THE WATER CLOSET. WALL SURFACES BEHIND CERAMIC TILE OR OTHER FINISH MATERIALS SHALL BE CONSTRUCTED OF A MATERIAL NOT ADVERSELY AFFECTED BY WATER RESISTANT GYP. BOARD. NO W.R.G.B SHALL BE INSTALLED ON ANY CEILINGS. ANY FLOOR AREAS TO RECEIVE CARPET AND PAD OR RESILIENT FLOORING (VINYL) SHALL BE LEFT CLEAN, DRY, AND DUST FREE. ALL CONCEALED PLUMBING JOINTS SHALL BE NON – SLIP CONNECTIONS. NEW WATER CLOSETS & ASSOCIATED FLUSHOMETER VALVES, IF ANY, SHALL HAVE A MAXIMUM OF 1.6 GALLONS PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE STANDARD A112.19.2, H&S CODE. WATER PRESSURE IN BUILDINGS SHALL BE LIMITED TO 80 PSI OR LESS. ALL WINDOWS AND SLIDING AND SWINGING GLASS DOORS SHALL BE DUAL GLAZED UNLESS NOTED OTHERWISE. GAS VENTS AND NON COMBUSTIBLE PIPING, IN WALLS, PASSING THROUGH THREE FLOORS OR LESS, SHALL BE EFFECTIVELY DRAFT STOPPED AT EACH FLOOR OR CEILING. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. ALL CEILINGS ARE 9 FEET 0 INCHES (9'-0") HIGH UNLESS NOTES ARE SHOWN OTHERWISE ON PLANS. ALL HALLWAYS TO BE A MIN. 36" WIDE FINISH TO FINISH. PROVIDE GYPSUM BOARD (1/2" OVER FRAMING MEMBERS WITH 16" O.C. SPACING, 5/8" OVER FRAMING MEMBERS WITH 24" O.C SPACING) WITH TEXTURE OVER ASSEMBLY. VERIFY TEXTURE WITH OWNER. FLOOR AND WALL FINISHES OF CLOSETS TO MATCH THAT OF THE ADJACENT ROOM U.N.O. FOR VINYL OVER WOOD FLOORS, PROVIDE 3/8" PARTICLE BOARD UNDERLAYMENT 28. 29. 22. 31. EXTERIOR SWINGING DOORS SHALL BE EQUIPPED WITH A DEAD BOLT, KEY OPERATED FROM OUTSIDE AND MANUALLY OPERATED FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. INACTIVE LEAF OF DOUBLE DOORS SHALL HAVE A HARDENED DEADBOLT TOP AND BOTTOM WITH 1/2" MIN. EMBEDMENT. 24. 25. 26. THE CALIFORNIA ENERGY CONSERVATION STANDARDS FOR RESIDENTIAL BUILDINGS HAVE BEEN REVIEWED AND THE BUILDING DESCRIBED ON THESE PAGES IS IN SUBSTANTIAL CONFORMANCE. THE COMPLY 24 COMPUTER PROGRAM HAS BEEN USED TO PERFORM CALCULATIONS. THIS PROGRAM IS AUTHORIZED BY THE CA. ENERGY COMMISSION FOR USE WITH THE SECOND GENERATION NON RESIDENTIAL BUILDING ENERGY EFFICIENCY STANDARDS. SECOND GENERATION RESIDENTIAL OCCUPANCIES, COMPLYING WITH THIS PROGRAM, CONFORM TO THE RESULTS PRODUCED BY THE PUBLIC DOMAIN POINT SYSTEM. A CERTIFICATE OF CONSTRUCTION COMPLIANCE BASED ON OBSERVATION OF CONSTRUCTION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND SHALL BE SIGNED BY THE CONTRACTOR AT THE TIME OF FINAL INSPECTION. THE BUILDINGS DESCRIBED ON THE FOLLOWING PAGES ARE REQUIRED TO BE EQUIPPED WITH A FIRE SPRINKLER SYSTEM (ATTACHED GARAGES INCLUDED). SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE CITY BUILDING AND FIRE DEPARTMENT PRIOR TO INSTALLATION OF THE SYSTEM. SYSTEM DESIGN SHALL MEET ALL REQUIREMENTS OF STATE FIRE MARSHALL, NFPA AND CITY REGULATIONS. SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED PRIOR TO ROUGH FRAMING INSPECTION. ALL WINDOWS AND SLIDING GLASS DOORS SHALL MEET THE ANSI AIR INFILTRATION STANDARDS AND SHALL BE CERTIFIED AND LABELED. INSULATION INSTALLER SHALL POST A SIGNED CERTIFICATE STATING THAT THE INSULATION CONFORMS WITH TITLE 24, PART 2, CHAPTER 2 – 53, AND THAT THE MATERIALS CONFORM WITH TITLE 20, CHAPTER 2, SUB- CHAPTER 4, ARTICLE 3. 32. 33. 36. 38. 39. ALL HARDWARE, LIGHT FIXTURES (COLOR, TYPE AND FINISH), SWITCH PLATES, OUTLETS (COLOR AND TYPE) AND SHALL VERIFY ALL LOCATIONS AND HEIGHTS OF ALL OUTLETS, LIGHTING FIXTURES, ETC. SHALL BE CHOSEN BY THE OWNER. 37. ALL HARDWARE, INCLUDING (BUT NOT LIMITED TO) DOOR LATCHES, HINGES, CABINETRY HARDWARE, TYPES AND FINISHES SHALL BE CHOSEN BY THE OWNER ALL BATHROOM FIXTURES, AND APPLIANCES SHALL BE CHOSEN BY THE OWNER MECHANICAL AND PLUMBING SYSTEMS ARE TO BE DESIGN-BUILD.CONTRACTOR TO SUBMIT ANY REQUIRED DRAWINGS TO THE AGENCY OF RECORD FOR REVIEW. 34. GENERAL CONSTRUCTION REQUIREMENTS LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE ONES. DETAILS SHALL TAKE PRECEDENCE OVER PLANS AND SECTIONS. DO NOT SCALE DRAWINGS!!! WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE OF DRAWINGS. DIMENSIONS ARE TO FACE OF FOOTING OR FACE OF STUDS, UNLESS OTHERWISE NOTED. NOTES ON DRAWINGS SHALL TAKE PRECEDENCE OVER SEPARATE SPECIFICATIONS. TYPICAL DETAILS SHALL APPLY TO ALL POSSIBLE CONDITIONS U.N.O. TYPICAL DETAILS AND TYPICAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN SPECIFIC CONDITIONS ARE NOT USED OTHERWISE. ALL REASONABLE EFFORT SHALL BE MADE BY THE CONTRACTOR TO MINIMIZE NOISE AND OTHER ADVERSE IMPACTS ON THE OPERATION OF ADJACENT BUSINESSES AND RESIDENCES. ALL CONSTRUCTION PARKING AND DELIVERIES SHALL BE CONFINED TO THE SITE. NO WORK SHALL BE PERFORMED FROM THESE CONTRACT DOCUMENTS UNTIL THEY ARE APPROVED BY THE APPROPRIATE REGULATORY AGENCIES. VERIFICATION: THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES, FLOW LINES, POINTS OF CONNECTIONS AND DIMENSIONS PRIOR TO START OF CONSTRUCTION. ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR CHANGES IN PLANS. DEVIATIONS BY CONTRACTORS ARE DONE AT CONTRACTOR’S OWN RISK. IN THE EVENT OF ANY FURTHER DATA, INFORMATION OF CLARIFICATION OF THESE DRAWINGS IS REQUIRED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE ARCHITECT & INFORM HIM OF ANY AMBIGUITY, INCONSISTENCY, DISCREPANCY, OR ERROR FOUND WITHIN THIS SET OF DRAWINGS BEFORE CONTINUING WITH CONSTRUCTION. ALL MATERIALS AND WORKMANSHIP SHALL BE NEW AND THE BEST OF ITS CLASS AND KIND. IT IS THE CONTRACTOR’S RESPONSIBILITY TO INSURE THAT DETAILS REQUIRED BY THE VARIOUS CODES, BUT NOT SPECIFICALLY IN THESE PLANS, BE COMPLETED ACCORDING TO THE CODES. CONTRACTOR SHALL FOLLOW ALL APPLICABLE INDUSTRIAL SAFETY REGULATIONS. THE LOCAL GOVERNING AGENCY, OWNER, ARCHITECT OR ENGINEER ARE NOT RESPONSIBLE FOR THE OVERALL COORDINATION & MANAGEMENT OF WORK. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. EACH CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS AND PROCEDURES IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. 1. 2. 3. 4. 5. 7. 8. 9. 11. 12. 13. 14. WHERE A MANUFACTURER IS INDICATED FOR A SPECIFIC ITEM, INSTALL SUCH SPECIFIED ITEM PER MANUFACTURER’S RECOMMENDATIONS. 15. THIS SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS. NO CHANGES OR REVISIONS TO THE APPROVED PLANS OR SPECIFICATIONS SHALL BE PERMITTED UNLESS SUBMITTED TO AND APPROVED BY THE BUILDING OFFICIAL. THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS OR OMISSIONS FROM THE APPROVED PLANS AND SPECIFICATIONS. (2019 CBC) 6. THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF THE CODES OR OF ANY OTHER ORDINANCE OF THIS JURISDICTION. PERMITS PRESUMING TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF THIS CODE OR OTHER ORDINANCES OF THIS JURISDICTION SHALL NOT BE VALID. (2019 CBC) 10. ALL TRADE NAMES SPECIFIED ON ANY DRAWINGS, MAY BE CHANGED FOR ANOTHER APPROVED EQUAL UPON THE EXPRESSED APPROVAL OF THE ARCHITECT. 16. ALL SUBCONTRACTORS, RELATED TRADES AND SUPPLIES SHALL COOPERATE AND PROVIDE AN OVERALL MANAGEMENT OF TIME AND WORK PROGRESS SO AS NO DELAYS OR LOSS OF TIME WILL OCCUR. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE OVERALL COORDINATION OF THE GENERAL CONTRACTOR. THE BID SUBMITTAL, BY THE CONTRACTOR, REPRESENTS THAT HE IS FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND FULLY UNDERSTANDS THE FACILITIES, DIFFICULTIES AND RESTRICTIONS RELATED TO THE EXECUTION OF THE WORK FOR THIS PROJECT. CLEAN – UP: EACH CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE SITE ALL WASTE MATERIALS AND DEBRIS WHICH MAY BE ACCUMULATE ON THE SITE OR IN THE BUILDING. FINAL CLEAN – UP OF ALL SURFACES AND REMOVAL OF FOREIGN SUBSTANCES FROM THE JOB SITE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. CONTRACTOR TO COORDINATE WITH THE OWNER(S) REGARDING THE SELECTION OF ANY ITEMS NOT SPECIFIED IN THESE PLANS, INCLUDING BUT NOT LIMITED TO: KITCHEN APPLIANCES, BATHROOM SPECIALTIES, CABINETRY, INTERIOR FINISHES, FLOOR FINISHES, HARDWARE AND ELECTRICAL FIXTURES. BEFORE THE BUILDING MAY BE OCCUPIED, INSTALLATION CERTIFICATES FOR MANUFACTURED DEVICES REGULATED BY THE APPLIANCE STANDARDS OR CERTIFICATES FOR MANUFACTURED DEVICES REGULATED BY THE APPLIANCE STANDARDS OF CHAPTER 2 – 53, SHALL BE POSTED ADJACENT TO THE BUILDING PERMIT(S). CERTIFICATES SHALL: INCLUDE A STATEMENT INDICATING THAT THE INSTALLED DEVICES CONFORM TO THE APPLIANCE STANDARDS AND THE REQUIREMENTS FOR SUCH DEVICES GIVEN ON THE PLANS AND SPECIFICATION APPROVED BY THE LOCAL ENFORCEMENT AGENCY. STATE THE NUMBER OF BUILDING PERMITS UNDER WHICH THE CONSTRUCTION OR INSTALLATION WAS PERFORMED. AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING. A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF 2016 ENERGY CONSERVATION STANDARDS TITLE 24. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER’S NAME AND MATERIAL IDENTIFICATION AND INSTALLED R – VALUE. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE DESIGNED TO LIMIT AIR LEAKAGE INTO & FROM THE BUILDING ENVELOPE. EXCEPTION: FIRE RATED DOORS AND WINDOWS, UNFRAMED GLASS DOORS: AND EXTERIOR ELEVATION SHAFT VENTILATION DAMPERS ARE ALSO NOT REQUIRED. DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE AGENCY OF RECORD 18. 19. 20. 21. 22. 23. 24. A.IDENTIFY FEATURES REQUIRED TO VERIFY COMPLIANCE WITH THE APPLIANCE STANDARDS. B. C. MANUFACTURED DOORS AND WINDOWS SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE MANUFACTURER AND NOT EXCEEDING THOSE SHOWN IN THE REGULATIONS. SITE CONSTRUCTION DOORS AND WINDOWS, EXTERIOR JOINT AND OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED, GASKETED, WEATHER – STRIPPED OR OTHERWISE SEALED. A. B. SUB-CONTRACTOR SHALL PROVIDE TITLE 24-APPROVALS & GUARANTEES FOR ALL ASSEMBLIES 25. IN THE EVENT OF FOUND MATERIALS SUSPECTED TO BE OF AN ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE, ALL GRADING AND EXCAVATION SHALL CEASE IN THE IMMEDIATE AREA AND THE APPROPRIATE AUTHORITIES TO BE NOTIFIED BY THE CONTRACTOR. ANY FINDS SHALL BE LEFT UNTOUCHED UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOLOGIST OR PALEONTOLOGIST IS PERFORMED. 26. THIS PERMIT SHALL EXPIRE BY LIMITATION IF WORK AUTHORIZED UNDER THIS PERMIT IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE OR IF THE WORK IS SUSPENDED FOR A PERIOD EXCEEDING 180 DAYS AFTER WORK HAS COMMENCED. REFER TO LOCAL JURISDICTION FOR SPECIFIC TIME PERIODS. 27. ALL CONTRACTORS AND SUB-CONTRACTORS MUST HAVE ON FILE WITH THE BUILDING DEPARTMENT, A LIST OF ALL SUCH CONTRACTORS AND SUB-CONTRACTORS WITH APPROPRIATE CURRENT CITY BUSINESS LICENSE NUMBERS. 28. ALL SUB TRADES AND MATERIAL SUPPLIERS SHALL HAVE, IN PLACE, AN APPROVED OSHA SAFETY PLAN PRIOR TO PERFORMING WORK OR VISITING THE BUILDING SITE 30. 31. 30. ENHANCED DURABILITY & REDUCED MAINTENANCE JOINTS AND OPENINGS ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN PLATES @ EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHODS ACCEPTABLE TO THE ENFORCING AGENCY. COMPLIANT V.O.C. LIMIT FINISH MATERIAL DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGS SHALL BE COVERED DURING CONSTRUCTION. ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS. PAINTS, STAINS AND OTHER COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT- WEIGHTED MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS. DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT VOC LIMIT FINISH MATERIALS HAVE BEEN USED PARTICLE BOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD PLYWOOD USED IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARDS. 1. 2. 3. 4. 5. 7. CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS. 50% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE VOC-EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) LOW-EMITTING MATERIALS LIST OR BE CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM. 6. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION TO VERIFY THAT COMPLIANT VOC LIMIT FINISH MATERIALS HAVE BEEN USED, PER THE FOLLOWING: FIRE BLOCKING REQUIREMENTS: 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS VERTICALLY AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. 2.AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES (SOFFITS, DROP CEILINGS, COVE CEILINGS.) 3.AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL. BUILDING MAINTENANCE AND OPERATION: 4.410.1 OPERATION AND MAINTENANCE MANUAL AT THE TIME OF FINAL INSPECTION, A MANUAL COMPACT DISC, WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: 1.DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. 2.OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: a.EQUIPMENT AND APPLIANCES, INCLUDING WATER-SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, WATER-HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. b.ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. c.SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. d.LANDSCAPE IRRIGATION SYSTEMS. e.WATER REUSE SYSTEMS. 3.INFORMATION FROM LOCAL UTILITY, WATER AND WATER RECOVERY PROVIDERS ON METHODS TO THE FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS. 4.PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 5.EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 6.INFORMATION ABOUT WATER-CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER. 7.INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 8.INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. 9.INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE. 10.A COPY OF ALL SPECIAL INSPECTION VERIFICATION REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. 17. GENERAL NOTES 1. APPLICABLE CODES AND STANDARDS: 2. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT’S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, HE/SHE SHALL BE PRECEDING AT HIS/HER OWN RISK. 4. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 5. IN THE EVENT OF THE UNFORESEEN ENCOUNTER OF MATERIALS SUSPECTED TO BE OF AN ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE, ALL GRADING AND EXCAVATION SHALL CEASE IN THE IMMEDIATE AREA AND THE THE CONTRACTOR SHALL NOTIFY THE OWNER. THE FIND SHALL BE LEFT UNTOUCHED UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOLOGIST OR PALEONTOLOGIST IS MADE. 6. CONTRACTOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESE DOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS. 7. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES. 8. FIRE SPRINKLER SHOP DRAWINGS & CALCULATIONS SHALL BE SUBMITTED TO BUILDING DEPT. & APPROVED BY FIRE DEPT. PRIOR TO INSTALLATION. 9. SHOP WELDS MUST BE PERFORMED BY A LICENSED FABRICATOR'S SHOP. 11. OSHA PERMITS REQUIRED FOR VERTICAL CUTS 5' OR OVER. 12. CONTRACTOR TO PROVIDE COMPLETE DETAILS OF ENGINEERED TEMPORARY SHORING OR SLOT CUTTING PROCEDURES ON PLANS. CALL FOR INSPECTION BEFORE EXCAVATION BEGINS. 13. THE SOILS ENGINEER IS TO APPROVE THE KEY OR BOTTOM AND LEAVE A CERTIFICATE ON THE SITE FOR THE GRADING INSPECTOR. THE GRADING INSPECTOR IS TO BE NOTIFIED BEFORE ANY GRADING BEGINS, AND FOR BOTTOM INSPECTION, BEFORE FILL IS PLACED. FILL MAY NOT BE PLACED WITHOUT APPROVAL OF THE GRADING INSPECTOR. 14. CONTRACTOR TO REVIEW CALIFORNIA GREEN CODE REQUIREMENTS FOR CONTRACTOR REQUIREMENTS. 15. A SEPARATE OFFICER, ACCESS EASEMENT/AGREEMENT, AND/OR RECIPROCAL ACCESS EASEMENT/AGREEMENT MAY BE REQUIRED TO INSURE THAT THE PROPOSED PRIVATE ACCESS ROADWAY WILL REMAIN OPEN TO THROUGH TRAFFIC AND EMERGENCY VEHICLES PRIOR TO FINAL OF BUILDING PERMIT. 16. PROVIDE FIRE ALARM SYSTEM. FIRE ALARM SYSTEM SHALL ACTIVATE UPON FIRE SPRINKLER SYSTEM OPERATION FLOOR AND WALL FINISHES OF CLOSETS TO MATCH THAT OF THE ADJACENT ROOM U.N.O. 23. PORTABLE FIRE EXTINGUISHER NOTES 1. PORTABLE FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 30 FEET OF COMMERCIAL COOKING EQUIPMENT, REFER TO PLAN FOR LOCATION. 2.FIRE EXTINGUISHERS PROVIDED FOR THE PROTECTION OF COOKING GREASE FIRES SHALL BE OF AN APPROVED TYPE COMPATIBLE WITH THE AUTOMATIC FIRE-EXTINGUISHING SYSTEM AGENT AND IN ACCORDANCE WITH 2019 CALIFORNIA FIRE CODE SECTION 904.11.5. 3.MAXIMUM TRAVEL DISTANCE BETWEEN FIRE EXTINGUISHERS SHALL BE NO MORE THAN 75 FEET, REFER TO PLAN FOR LOCATION. 4.PORTABLE FIRE EXTINGUISHERS SHALL BE LOCATED IN CONSPICUOUS LOCATIONS WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE FOR USE. THESE LOCATIONS SHALL BE ALONG NORMAL PATHS OF TRAVEL, UNLESS THE FIRE CODE OFFICIAL DETERMINES THAT THE HAZARD POSED INDICATES THE NEED FOR PLACEMENT AWAY FROM NORMAL PATHS OF TRAVEL. 5.PORTABLE FIRE EXTINGUISHERS SHALL NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. IN ROOMS OR AREAS IN WHICH VISUAL OBSTRUCTION CANNOT BE COMPLETELY AVOIDED, MEANS SHALL BE PROVIDED TO INDICATE THE LOCATIONS OF EXTINGUISHERS. 6.HAND-HELD PORTABLE FIRE EXTINGUISHERS, NOT HOUSED IN CABINETS, SHALL BE INSTALLED ON THE HANGERS OR BRACKETS SUPPLIED. HANGERS OR BRACKETS SHALL BE SECURELY ANCHORED TO THE MOUNTING SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. IF CABINETS ARE USED TO HOUSE PORTABLE FIRE EXTINGUISHERS, CABINETS SHALL NOT BE LOCKED. 7. PORTABLE FIRE EXTINGUISHERS HAVING A GROSS WEIGHT NOT EXCEEDING 40 POUNDS SHALL BE INSTALLED SO THAT ITS TOP IS NOT MORE THAN 5 FEET ABOVE THE FLOOR. HAND-HELD PORTABLE FIRE EXTINGUISHERS HAVING A GROSS WEIGHT EXCEEDING 40 POUNDS SHALL BE INSTALLED SO THAT ITS TOP IS NOT MORE THAN 3.5 FEET ABOVE THE FLOOR. THE CLEARANCE BETWEEN THE FLOOR AND THE BOTTOM OF INSTALLED HAND-HELD EXTINGUISHERS SHALL NOT BE LESS THAN 4 INCHES. 27. 35. BUILDING, STRUCTURES AND APPLICATIONS, EXCEPT AS MODIFIED BY LOCAL ORDINANCE PURSUANT TO , THE FOLLOWING STANDARDS IN THE 2019 CALIFORNIA CODE OF REGULATIONS, TITLE 24, PARTS 2, 3, 4, 5, 6, 9 AND 10 SHALL APPLY TO ALL OCCUPANCIES AND APPLICATIONS. WATER CONSERVING PLUMBING FIXTURES AND FITTINGS PER CAL GREEN NON RESIDENTIAL MANDATORY MEASURES 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 041 T-1.1GENERALREQUIREMENTSANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 BENCH MARK: THE BENCH MARK FOR THIS PROJECT IS THE CITY OF SAN LUIS OBISPO BENCHMARK NO. 281, ELEVATION 272.44' (NAVD88) LOCAL BENCHMARK: CONTROL POINT #139 BEING A SET MAG NAIL FLUSH IN THE ASPHALT WITH AN ELEVATION OF 247.79' AT THE NE CORNER OF THE PROPERTY TOPOGRAPHIC MAP LOTS 24 & 23 OF BLOCK 3 OF THE CENTRAL ADDITION TO THE CITY OF SAN LUIS OBISPO AS SHOWN ON MAP FILED IN BOOK A AT PAGE 54, IN THE CITY OF SAN LUIS OBISPO, COUNTY OF SAN LUIS OBISPO, CALIFORNIA AT THE REQUEST OF ANTHONY BOZZANO MICHAEL B. STANTON, PLS 5702 3559 SOUTH HIGUERA ST. SAN LUIS OBISPO, CA 93401 805-594-1960 CO SEWER CLEANOUT TELEPHONE MANHOLE CABLE T.V. BOX TELEPHONE BOX RETAINING WALL SEWER MANHOLE WATER METER WATER VALVE FIRE HYDRANT STORM DRAIN MANHOLE OVERHEAD ELECTRIC FENCE LINE SEWER MAIN GAS MAIN WATER MAIN DROP INLET AT CURB ELEC/TELEPHONE/CABLE S WM WATER WELLW FH SD DROP INLET SYMBOL LEGEND: OHE x SS G ETC W STREET LIGHT JOINT POLEJP GUY WIRE POWER POLEPP T ELECTRIC BOXELEC CATV SIGNAL BOXSIG TEL GAS METERGM PG&E BOXPGE ABBREVIATIONS AC ASPHALT CONCRETE AP ANGLE POINT BM BENCH MARK BLDG BUILDING BOW BACK OF WALK CB CATCH BASIN CF CURB FACE CO CLEAN OUT COL COLUMN COR CORNER CONC CONCRETE CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNITS CRN CROWN OF STREET DI DROP INLET EG EXISTING GRADE EP EDGE OF PAVEMENT FD FOUND FL FLOW LINE FF FINISH FLOOR FOW FACE OF WALL HSE HOUSE COR GR GRASS GM GAS METER IP IRON PIPE IP IRON PIPE GB GRADE BREAK GM GAS METER HP HIGH POINT LT LIGHT MH MANHOLE PP POWER POLE PVC POLYVINYL PIPE RB REBAR RCP REINFORCED CONCRETE PIPE R10 CANOPY RADIUS SD STORM DRAIN SL POINT ON SLOPE SS SEWER STP STEP STR STAIRS TOP TOP OF SLOPE TOE TOE OF SLOPE TW TOP OF WALL W WATER WL WALL WM WATER METER WV WATER VALVE DI-1.5FL TOP OF GRATE -1.5' FLOW LINE SURVEYOR'S STATEMENT: THIS MAP REPRESENTS A FIELD SURVEY OF SURFACE FEATURES AND ELEVATIONS PERFORMED ON DECEMBER 20, 2021. MICHAEL B. STANTON, PLS 5702 DATE BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS PROJECT WAS TAKEN FROM TWO ORIGINAL STONE MONNUMENTS ALONG PEPPER STREET BETWEEN MARSH & HIGUERA STREETS BEARING N 40° 15' 00" W. SITE DATA: ADDRESS: 1440 HIGUERA STREET, SAN LUIS OBISPO ASSESSOR'S PARCEL NO. APN 001-231-019 MONITORING WELL SURVEYOR'S NOTES: 1. NO TITLE SEARCH (TITLE REPORT) WAS PROVIDED TO THE SURVEYOR. EASEMENTS WHICH MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN PLOTTED. 2. ONLY THE SURFACE EVIDENCE OF UNDERGROUND UTILITIES HAVE BEEN MEASURED IN THE FIELD ON THIS SURVEY. IF APPROXIMATE UNDERGROUND ALIGNMENTS ARE SHOWN, I MAKE NO WARRANTY AS TO THE ACTUAL LOCATION, TYPE OR DEPTH OF THOSE UNDERGROUND UTILITIES. CALL UNDERGROUND SERVICE ALERT (USA) AT 1-800-642-2444 TO VERIFY THE ACTUAL LOCATION OF UTILITIES PRIOR TO ANY EXCAVATION. THE SURVEYOR ALSO HAS MADE NO INVESTIGATION AS TO SUBSURFACE ENVIRONMENTAL CONDITIONS THAT WOULD AFFECT THE USE OR DEVELOPMENT OF THIS PROPERTY. 3. IT WILL BE THE ARCHITECT'S RESPONSIBILITY TO VERIFY SETBACK AND HEIGHT RESTRICTIONS WITH THE LOCAL GOVERNING AGENCY. 4. THE SIGNED AND SEALED ORIGINAL DRAWING OF THIS MAP CONSTITUTES THE FINAL WORK PRODUCT. MBS LAND SURVEYS WILL NOT BE LIABLE FOR ELECTRONIC VERSIONS OF THIS MAP PROVIDED TO OTHER PARTIES. 5. THE PROPERTY LINES SHOWN HEREON REPRESENT THE ACTUAL BOUNDARY LINES BASED ON A BOUNDARY SURVEY WHICH IS CURRENTLY IN PROGRESS. PERMANENT MONUMENTS WILL BE SET AT ALL PROPERTY CORNERS AND A CORNER RECORD MAP OR RECORD OF SURVEY MAP WILL BE SUBMITTED TO THE COUNTY OF SAN LUIS OBISPO AS REQUIRED BY STATE LAW. CALIFORNIA BLVD.100 255.48 FND3/4"IP 1 0 4 2 4 3.4 8 N & S 1 3 3 2 6 0.8 3 S E T X S W1 6 0 C A L C 2 5 7.5 0 C R O S S ? 139 247.79 SET MAG 2 5 6.5 8 S E W E R 2 5 6.2 9 S E W E R 2 5 6.9 7 C N C 2 5 6.9 3 C N C 2 5 7.3 4 C N C 2 5 7.3 6 C N C 2 5 7.8 2 C N C 2 5 7.8 5 C N C 2 5 8.4 2 C N C 2 5 8.4 0 C N C 2 5 8.8 6 C N C 2 5 8.8 8 C N C 2 5 9.1 2 C N C 2 5 9.1 7 C N C 2 5 8.7 3 T C 2 5 8.2 1 F L 2 5 8.2 6 LIP 2 5 8.9 2 C N C A P 2 5 8.7 9 C N C A P 2 5 8.6 0 C N C A P 2 5 8.7 9 B W2 5 8.4 7 B W 2 5 8.3 4 F W 2 5 8.2 7W M 2 5 8.2 1 T C 2 5 7.6 6 F L 2 5 7.7 0 LIP 2 5 8.0 5 T C - G A S D IR 2 5 7.5 2 F L 2 5 8.5 4 B W - G A S D IR 258.16 CNCAP 2 5 7.8 9W M 2 5 7.9 7 IC V 2 5 7.8 4 T WE L L 2 5 7.7 4 T W E L L 2 5 7.9 6 T WE L L 2 5 7.7 8 FI R E V L V 2 5 7.2 4 F L 2 5 7.7 3 T C 257.45 FL-LIP-END 2 5 7.9 9 T C 2 5 7.8 4 B WA P 2 5 8.1 1 B W2 5 8.1 4 C L P V R WL K -3.5' 2 5 8.5 6 C L P V R A P 2 5 8.9 7 C L P V R 2 5 9.0 0 C L P V R -E N D 2 5 8.2 7WF + E N D @P V R 2 5 8.6 0 I C V 2 5 8.0 9 G 2 5 7.8 7 G 2 5 7.8 5 C N C A P 2 5 7.7 2 C N C A P 2 5 7.6 7 B W A P 2 5 7.9 4 C N C - S T P S 2 5 7.8 6 C N C -S T P S 257.95 FS 2 5 8.5 6 S T P 2 5 9.1 8 S T P 2 5 9.7 8 S T P 2 5 9.8 3 T O P -R A M P 2 5 9.8 6 F S 260.06 FF 260.01 FS 259.92 E-STONE-BLD 259.92 E-STONE-BLD 2 5 7.8 6WF-E N D 2 5 8.0 9WF A P-1 2" C O N C 2 5 9.8 5 T O P- S T P 2 5 8.7 0 S T P 2 5 8.0 9 F S 2 5 6.4 0 L A N D IN G -C N C + 2.6 S T P 2 5 6.5 8 W F A P 2 5 7.4 8WF B E G 2 5 7.5 3 B W2 5 7.9 2 8" O LIV E 2 5 7.5 8 4 X 4 P S T 2 5 7.6 1 T WE L L 2 5 7.4 9 T W E L L 2 5 7.5 1 T WE L L 2 5 7.7 3 P V R C O R 2 5 7.4 3 P V R C O R 2 5 7.8 1 P V R C O R 258.15 PVRCOR 257.80 WFBEG-12"CNC+3.5'AP 2 5 8.9 1 B T T M -R A M P 2 5 8.1 8 G 2 5 8.3 9 G 2 5 6.7 1 G 2 5 7.1 1 G 2 5 6.6 4 G + 4'H V A C @B L D 2 5 7.2 8 P V R C O R 2 5 7.2 1 P V R F W2 5 7.3 0 T WE L L 2 5 7.2 9 T W E L L 2 5 7.1 2 T WE L L 2 5 7.1 0 T C G B 2 5 6.6 7 T C G B 2 5 6.6 2 F L 2 5 6.6 1 F L 2 5 6.7 8 F L 2 5 6.8 2 T C G B 2 5 7.3 2 T C G B 2 5 6.8 1 F L 2 5 7.3 1 T O P D WY- R A M P 2 5 6.7 4 LIP 2 5 6.7 1 F L 2 5 7.2 8 C N C A P 2 5 7.1 8 C N C A P 2 5 7.2 1 W F 6"B E G 2 5 7.2 9WF 2 5 7.3 5WF 2 5 7.3 8WF-E N D + W F-1 2" C N C B E G2 5 6.5 3 C N C 2 5 6.2 8 C N C 2 5 5.8 4 C N C + C N C 2 5 5.8 0 C N C - S T AIR S 2 5 5.4 5 C N C 2 5 4.6 4 C N C 2 5 3.6 5 C N C N E W C O R 2 5 3.6 2 C N C N E W- B L D C O R 2 5 3.0 8 C N C @F N C C O R 2 5 3.1 2 F L 2 5 3.5 7 F L 2 5 4.2 1 F L 2 5 4.9 0 F L 2 5 4.8 9 C O N C 2 5 5.2 0 C O N C 2 5 5.1 2 F L 2 5 5.5 4 F L 2 5 5.6 0 C O N C 2 5 7.4 8WF +.9 E N D 2 5 7.4 8 S T P T O P 2 5 5.7 0 F S 2 5 6.2 8 S T P2 5 6.9 0 S T P 2 5 4.8 7 C O N C 2 5 5.7 1 C O N C 2 5 6.4 6 C O N C 2 5 7.2 4 C O N C 2 5 7.4 2 G A S 2 5 7.3 8 G A S DIR 2 5 7.2 9 F L 2 5 7.9 0 T C G B 2 5 7.4 8 T C G B 2 5 7.3 9 F L 2 5 7.4 5 LIP 2 5 7.7 2 T C 2 5 7.0 9 F L 2 5 7.5 3 F L 2 5 7.6 0 T C G B 2 5 8.1 8 T C G B 2 5 7.5 8 F L 2 5 7.9 4 F L 2 5 8.5 4 T C 2 5 8.8 5 T C 2 5 8.2 9 F L 2 5 8.5 3 F L 2 5 9.0 7 T C 2 5 5.4 2 W V 2 5 8.6 4 W L 2 5 7.1 3 B W2 5 6.9 8 B W 2 5 6.7 8 T C 2 5 6.2 0 F L 2 5 5.9 2 F L 2 5 6.4 3 T C 2 5 6.4 3WV 2 5 2.6 5 C N C A P 2 5 2.6 8 C N C A P 2 5 2.6 4 C N C + C N C 2 5 2.7 3 C N C C O R 2 5 2.9 2 C N C 2 5 2.8 4 C N C 2 5 2.7 9 C N C-B L D 2 5 2.8 8 C O N C 2 5 2.8 6 C O N C 2 5 2.8 5 C N C B R K N 2 5 2.8 2 C N C B R K N 2 5 2.8 2 C N C A P 2 5 2.8 8 C N C A P +- 2 5 2.8 7 C N C 2 5 2.8 3 C N C -B L D 2 5 2.8 7 C N C + F N C 2 5 2.8 7 C N C + F N C 2 5 2.9 1 F N C A P 2 5 2.5 0 F N C 2 5 2.9 5 C O N C 2 5 2.5 5 E P B R K N 2 5 2.4 8 E P B R K N 2 5 2.4 8 E P B R K N A P 2 5 2.4 9 E P 2 5 2.5 8 C O N C 2 5 2.6 9 C O N C 2 5 3.4 3 C O N C 2 5 2.6 2 A C 2 5 2.5 9 A C 2 5 2.4 4 A C 2 5 1.5 4 A C 2 5 1.9 6 A C 2 5 2.2 2 A C 255.37 CL-GM-UNDER-BLDING 2 5 0.9 8 G 2 5 1.0 5 G 2 5 1.8 3 R O O T B A L L-D U F F 2 5 2.3 1 R O O T B A L L-D U F F 2 5 0.8 7 G 2 4 9.5 5 G 2 4 9.0 4 G 252.90 CONCSLAB 2 5 2.8 3 C O N C 2 5 2.8 8 H C S T R IP E 2 5 2.6 8 H C S T R IP E 2 5 2.8 7 C O N C 253.01 CNC-BLD 252.60 G 2 5 2.7 5WF 252.72 WF 2 5 2.6 9 G 2 5 3.0 3 C N C 2 5 2.9 4 C N C 2 5 2.6 2 G 2 5 2.7 1 C N C C O R 2 5 2.7 1 C N C 2 5 5.6 2 G 2 5 5.9 9 G 2 5 5.5 6 C N C W A L L- B L D 255.38 CNCWALL-BLD 2 5 5.2 6 C N C WA L L- B L D 255.48 CNCWALL-BLD 2 5 2.7 6 G 2 5 2.6 8 E P 2 5 1.9 2 G 2 5 1.3 7 G 251.51 WF 2 5 2.0 3 A C 2 5 1.7 6 A C 2 5 0.5 5 A C 2 5 0.5 2 F S- C O N C -S L A B 2 5 0.8 1 A C 2 5 0.7 2 E P 250.40 WF 250.35 G 2 4 9.6 6 G 2 4 9.9 0 E P 2 5 0.1 1 A C 2 5 0.3 2 A C 250.53 GAR-SLAB 2 5 0.0 1 A C 2 5 0.0 4 E P 2 4 9.1 6 E P 2 4 9.0 7 A C 2 4 8.9 4 A C 2 4 8.8 9 A C 2 4 7.5 7 C N C 247.50 CNC 2 4 7.4 1 C N C 2 4 7.1 9 C N C-A C 2 4 7.0 6 E P B R K N 2 4 6.7 6 E P B R K N 2 4 6.5 9 E P B R K N 2 4 6.4 4 E P B R K N 2 4 6.3 4 A C 2 4 6.6 9 A C 2 4 6.9 3 A C 2 4 7.11C N C B R K N2 4 7.1 6 C N C B R K N 2 4 7.1 1 C N C B R K N 2 4 7.1 3 C N C B R K N 2 4 7.1 5 C O N C 2 4 7.2 4 C O N C 2 4 7.7 1 G U Y 247.44 FLOUT 2 4 7.8 5 T O P 6" M E T A L 248.19 WF12"CNC-BEG 2 4 7.8 6WF 1 2" C N C -B E G 2 4 7.8 2WF 246.96 WF-1' 2 4 7.4 4 F L 2 4 7.8 7 T C B E G @B L D 247.96 TC 2 4 7.4 6 F L 248.03 TC-END 2 4 7.5 0 F L 2 4 7.4 9 F L 248.07 TC-BEG 248.25 TC 2 4 7.5 5 F L 2 4 8.1 0 F L 248.56 TC-AP 2 4 8.5 7 C N C 2 4 8.2 6 F L 2 4 7.9 0 C O N C 2 4 7.6 8 C O N C 2 4 7.4 8 C O N C 2 4 7.3 2 C O N C 2 4 7.2 7 C O N C 2 4 7.8 1 PIP E -D IR 2 4 9.6 0 G 2 5 0.3 7 G 2 5 0.7 1 G 2 5 0.6 9 G 2 5 0.4 6 G 2 5 0.7 4 G 2 5 0.8 8 G 2 5 1.0 4WF SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC FINISH FLOOR 260.06' STONE SLAB CONCRETE RAMP CONC. WALK CONCRETE SIDEWALK CONC RETE SIDEW ALK EXISTING BUILDING NEIGHBORING BUILDING EXISTING GARAGE SLAB 250.53' SLAB 252.90' ELEC GMELEC 12" MAGNOLIA 8" OLIVE CONC. DRIVEWAY ASPHALT CONCRETE CONCRETE HVAC UNIT S40°14'21"E 130.54'MN40°14'40"W 130.53'MN49°46'31"E 50.04'M 122 258.26 SET SCX 123 255.69 SET SCX 1 2 6 2 5 4.3 0 S E T- S C X BLOCK 3 A MAPS 54 LOT 24 LOT 23 LOT 22LOT 25 ALLEY S49°45'56"W 50.05'M 3.00'R 1.00'R CONCRETE SIDEWALK ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC PP TREE WELL W6" MAPLE 6" MAPLE DRIVEWAY APPROACH PP 50" REDWOOD UNEVEN GROUND/ REDWOOD DEBRI&DUFF 12" CONC.WALL 12" CONC. WALL 12" CONC. WALL 12" CONC. WALL & 5' WOOD FENCE EDGE OF BROKEN ASPHALT SET 5/8" REBAR WITH CAP STAMPED "LS 5702" PER RECORD OF SURVEY IN PROGRESS FOUND .75" BRASS TAG "LS 8298" AT 3' OFFSET ON LINE PER RECORD OF SURVEY IN PROGRESS FOUND .75" BRASS TAG "LS 8298" AT 1' OFFSET ON LINE PER RECORD OF SURVEY IN PROGRESS PAVER WALK EDGE OF ROOT BALL EDGE OF ASPHALT EDGE OF ASPHALT BROKEN CONCRETEPOINT TO SET PER RECORD OF SURVEY IN PROGRESS CURB & GUTTER 6" CURB BEGIN 6' WOOD FENCE 12" CONC. WALL 12" CONC. WALL 12" CONC. WALL & 5' WOOD FENCE EDGE OF BROKEN ASPHALT SET 5/8" REBAR WITH CAP STAMPED "LS 5702" PER RECORD OF SURVEY IN PROGRESS FOUND .75" BRASS TAG "LS 8298" AT 3' OFFSET ON LINE PER RECORD OF SURVEY IN PROGRESS PAVER WALK EDGE OF ROOT BALL EDGE OF ASPHALT EDGE OF ASPHALT BROKEN CONCRETEPOINT TO SET PER RECORD OF SURVEY IN PROGRESS CURB & GUTTER 6" CURB BEGIN PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL 2 5 7 2 5 8 2592 5 7 2 5 6 255 254 253 2 5 2 2 5 1 250 249 248 2 4 7 2 5 2 10" MAPLE PP WMGGGGGVICINITY MAP NO SCALECa lif o r n i a Pe p p e r M o n tere yH ig u e ra SAN LUIS OBISPO HIGH SCHOOLUPRR March 8, 2022 JOB #/Job F 10 10 20105 1 inch = feet 0 GRAPHIC SCALE 041 CA-1.0SITE AND UTILITYPLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 1/8" = 1'-0" SITE PLAN SCALE: UP 17R @ 6-3/4" HT. UP 17R @ 6-3/4" HT GARAGE/CARPORT 708 S.F. TRASH RECYCLE STOR. UNDER STAIRSSTOR. UNDER STAIRS WD STORAGE F.S. = 252.0' GREEN 456 STORAGEWD WWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W ELECELECELECELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC GMPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL XXXXXXXXXXXXXXXXXXXXXXXXXPP PP PP 1 2 3 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGMGMELECELECWELECELECELECSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSGGGGGGG60'-7 1/2"OVERALL BAY WIDTHX X WWWWFINISH FLOOR 260.06' STONE SLAB CONCRETE RAMP CONC. WALK CONCRETE SIDEWALK NEIGHBORING BUILDING SLAB 252.90' 12" MAGNOLIA 8" OLIVE CONC. DRIVEWAY HVAC UNIT PROPERTY LINE = S40°14'21"E 130.54'MPROPERTY LINE = N40°14'40"W 130.53'MN49°46'31"E 50.04'M 10" MAPLE LOT 22 PROPERTY LINE = S49°45'56"W 50.05'M CONCRETE SIDEWALK TREE WELL 6" MAPLE 6" MAPLEDRIVEWAY APPROACH 50" REDWOOD (E) 12" CONC.WALL 12" CONC. WALL 12" CONC. WALL & 5' WOOD FENCE PAVER WALK CURB & GUTTER 6' WOOD FENCE 12" CONC. WALL (E) OFFICE TO REMAIN (NOT PART OF SCOPE OF WORK) 1,200 S.F. CONC. STEPS H I G U E R A S T R E E T CONC. STEPS FIRE VALVE ADA VAN NO PARKING POC FOR FIRE SUPPLY SYSTEM FDCWMTRASHRECYCLEGREEN(N) PLANTERBIOSWALE(N) FENCE WWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSS9 10 11 6 8 7 1 13 2 5 14 3 34 7 15 16 17 18 12 20 19 21 11'-0" S.B.TO DUPLEX5'-0" S.B.TO STAIR5'-0" S.B. TO DUPLEX 8'-1" S.B. TO DUPLEX RES.OFF.RES. OFFICE 22 9'-7 1/4" 9'-7 1/4" 9'-7 1/4" 22 19 23 24 20 25 (E) PROPERTY LINEPLPL SYMBOL LEGEND: 6'-0" HIGH FENCE ALONG PROPERTY LINES UTILITY GENERAL 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 (N) CONCRETE WALL PAVERS PERVIOUS PAVERS (E) GAS LINEGG (E) SEWER LINESSSS (E) WATER LINEWW (E) OVERHEAD ELECTRIC LINESELECELEC (N) SEWER LINESSSS (N) WATER LINEWW (N) GAS LINEGG PARKING NOTES: PER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD 2240, AND BY REFERING TO SHEET A-1.0 FOR PARKING STALL DIMENSIONS, THE PARKING IS COMPLIANT. UTILITY NOTES: THE EXISITNG SEWER LATERAL IS GOING TO BE REPLACED BY A NEW SEWER LINE AND SEWER PUMP TO SERVE BOTH THE EXISTING OFFICE AND THE PROPOSED DWELLING UNIT AND ACCESSORY DWELLING UNIT MIXED-USE DEVELOPMENT (§17.70.130) (F)(4)(a) C-N AND O ZONES. THE COMMERCIAL COMPONENT OF A MIXED-USE PROJECT SHALL BE ALLOWED TO OPERATE FROM SEVEN A.M. TO EIGHT P.M. OPERATION OUTSIDE OF THESE ALLOWED HOURS SHALL REQUIRE A MINOR USE PERMIT TO ENSURE THAT THE COMMERCIAL USE WILL NOT NEGATIVELY IMPACT THE RESIDENTIAL USES WITHIN THE PROJECT. (F)(5) RESIDENTIAL NOISE NOTICE. RESIDENTS OF NEW MIXED-USE PROJECTS, WHETHER OWNERS OR TENANTS, SHALL BE NOTIFIED IN WRITING BEFORE TAKING UP RESIDENCE THAT THEY WILL BE LIVING IN AN URBAN-TYPE ENVIRONMENT AND THAT THE NOISE LEVELS MAY BE HIGHER THAN A STRICTLY RESIDENTIAL AREA. (G)(3) TO ADJACENT AREAS. DIRECT AND CONVENIENT ACCESS SHALL BE PROVIDED FROM MIXED-USE PROJECTS TO ADJOINING RESIDENTIAL AND COMMERCIAL AREAS TO THE MAXIMUM EXTENT FEASIBLE WHILE STILL PROVIDING FOR SAFETY AND SECURITY. (H)(1)(a) ORIENTATION. THE PRINCIPAL BUILDING OF A DEVELOPMENT SHALL BE ORIENTED TO FACE A PUBLIC STREET. BUILDING FRONTAGES SHALL BE GENERALLY PARALLEL TO STREETS. FOR ALL RESIDENTIAL, RETAIL, AND OFFICE USES, AT LEAST ONE PRIMARY ENTRANCE TO A GROUND FLOOR USE SHALL FACE THE ADJACENT STREET RIGHT-OF-WAY. GROUND-LEVEL RELATED ENTRANCES INCLUDE ENTRANCES TO GROUND FLOOR USES, RESIDENTIAL UNITS, CLUSTERS OF RESIDENTIAL UNITS, LOBBIES, OR PRIVATE COURTYARDS. SITE REFERENCE NOTES: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 PROPERTY LINE DIMENSIONS INDICATION SETBACK FROM PROPERTY LINES (N) PARKING SPACES TO COMPLY WITH CITY OF SLO ENGINEERING STANDARDS- REFER TO SHEET CA-1.1 (N) VAN ACCESSIBLE PARKING SPACE WITH 5'-0" ACCESSIBLE AISLE. CONCRETE BROOM FINISH - REFER TO SHEET CA-1.1 (E) SEWER LATERAL THAT SERVES THE OFFICE SHALL BE REPLACED AND/OR REPAIRED DUE TO ITS POOR CONDITION (N) CONCRETE PAVERS TO RESIDENTIAL UNITS (E) RETAINING WALL TO REMAIN - VERIFY CONDITION (E) 50" OAK TREE - TO BE REMOVED TO BE DETERMINED BY CITY ARBORIST (N) TWO TANKLESS WATER HEATER (EF 0.82, 4 GPM, 75o RISE) WITH RECIRC. INSTALL PRESSURE RELIEF VALVE WITH DRAIN TO EXTERIOR. (INSTALLATION OF WATER HEATER SHALL COMPLY WITH CHAPTER 5 OF THE UFC) FOR ADDITIONAL INFORMATION (N) TWO GAS METERS WITH UNDERGROUND GAS LINE (VERIFY LOCATION WITH UTILITY COMPANY) (N) TWO 200 AMP ELECTRICAL PANELS (VERIFY LOCATION WITH UTILITY COMPANY) DASH LINE INDICATES OVERHANG OF SECOND FLOOR OF DUPLEX (N) TWO TELEPHONE CONNECTION (VERIFY LOCATION WITH UTILITY COMPANY) (E) 3/4" WATER METER TO REMAIN TO SERVIE THE UNMODIFIED OFFICE USE. (N) SEPARATE WATER METERS FOR RESIDENTIAL UNITS SHALL BE PROVIDED. VERIFY LOCATION OF WITH UTILITY CO. (N) RETAINING WALL. WALL TO MATCH (E) (N) PLANTER / BIOSWALE (N) OPEN EXTERIOR STAIR CASE (R:6.8" R:11") AND LANDING WITH DECORATIVE IRON GUARDRAIL (HANDRAIL @ 34"-38" @ STAIRS, WHERE OCCURS) (N) CONCRETE OR ASPHALT PAVING AT PARKING AREA. VERIFY FINISH WITH OWNER (N) SEPARATE WATER METER FOR RESIDENTAIL UNITS SHALL BE PROVIDED. SERVICE AND METER MANIFOLD TO BE INSTALLED PER STANDARD 6260 FOR THE PROPOSED WATER METERS. VEIRFY WITH UITLITY CO. (N) CONCRETE LANDING @ EXTERIOR DOOR SHALL MEASURE IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 36" (CBC 1008.1.5)- SLOPE 2% TO DRAIN AWAY FROM BUILDING- SMOOTH BROOM FINISH. (N) SEWER LATERAL LINE WITH SEWER PUMP FOR THE PROPOSED RESIDENTIAL UNITS. PROPOSED LOCATION TO BE VERIFIED BY UTILITY CO. (N) TRASH / RECYCLING / GREEN WASTE STORAGE AREA (92"W X 36"D) ROLLING BINS SHALL BE SHARED BETWEEN THE RESIDENTIAL UNITS PROVIDED THAT THE BINS ARE SIZED CORRECTLY TO SERVE BOTH AREAS PER THE CITY'S DEVELOPMENT STANDARDS FOR SOLID WASTE SERVICES. (E) OFFICE TRASH / RECYCLING / GREEN WASTE STORAGE OLLING BINS SHALL BE LOCATED ON PERVIOUS, PAVER AREA IN THE SIDEYARD OF THE OFFICE. BINS WILL BE ROLLED OUT TO THE CURB. REFER TO WILL SERVE LETTER ON THIS PAGE (E) ONE-WAY DRIVEWAY TO REMAIN LABEL (PAINT) PARKING SPACES TO DENOTE USE. A DIFFERENT PAVING MATERIAL SHALL BE INSTALLED FOR PEDESTRIAN WALKWAY ON SITE THAT CROSSES DRIVEWAYS AND PARKING AREAS TO PUBLIC SIDWALK PER SLO MC 17.70.130.G.5.B VERIFY MATERIAL AND/OR DIESGNATION WITH OWNERS (E) OFFICE N.I.S. 36'-1" OFFICE F.F. 260.06' S.O.G. 252.90' OFFICE F.F. 250.00' SITE SECTION Scale: 1/8" = 1'-0"1 AVERAGE CARS ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ 16.61 15.45 14.48 13.64 12.92 12.29 11.74 11.26 10.84 10.47 10.14 9.84 9.59 9.36 9.16 8.99 8.83 8.70 8.59 8.43 8.67 8.63 8.61 8.60 26.9 27.5 27.9 28.4 28.7 29.4 30.2 31.1 32.0 32.7 33.6 34.3 35.1 35.8 36.5 37.2 37.9 38.5 39.2 40.0 40.6 41.3 42.0 42.6 43.3 41.9 42.9 43.9 44.8 45.5 47.6 48.8 49.9 50.9 51.7 52.4 53.3 54.1 54.9 55.5 56.1 56.7 57.3 57.9 58.5 58.9 59.4 59.7 60.1 34.9 35.4 35.8 36.3 36.7 37.1 38.0 38.3 38.7 39.0 39.4 39.7 40.1 40.4 40.8 41.1 41.4 41.7 42.0 42.3 42.6 42.9 43.1 43.3 50.0 51.0 52.7 53.3 54.6 55.2 55.8 56.3 56.7 57.5 57.8 58.2 58.5 58.8 59.0 59.2 59.5 59.7 59.8 59.9 60.0 60.1 46.4 37.6 51.9 53.9 57.1 8.50 ƒSTALL WIDTHSPARKING BAY DIMENSIONS AVERAGE CARS 2240February 2014 PARKING ANGLE WIDTH AT CURB SINGLE LOADED AISLES DOUBLE LOADED AISLES ONE-WAY TRAFFIC TWO-WAY TRAFFIC ONE-WAY TRAFFIC TWO-WAY TRAFFIC BAY WIDTH *(feet) * See Engineering Standard 2220 for clarification of "BAY WIDTH" Bay widths are based on 18.4' stall lengths. Stall widths as noted. $OWHUQDWHVWDOOZLGWKVPD\RQO\EHXVHGIRUƒƒSDUNLQJDQJOHVDQG must have special approval of the Community Development Director. 9'-0" width - Subtract 2 feet from bay width 9'-6" width - Subtract 4 feet from bay width 8.6'8.3'REVISIONS BY APP DATE STANDARD CURRENT AS OF: 4388 Old Santa Fe Rd  San Luis Obispo, CA 93401  805-543-0875 November 21, 2022 Dana Hunter, Architect Hunter Smith Architecture 860 Walnut St Suite B San Luis Obispo, CA 93401 805-544-3380 x206 Re: 1440 Higuera St – Residential Unit with ADU This letter is to act as a Will-Serve letter for the collection of solid waste, recycling, and organic waste at: 1440 Higuera St, San Luis Obispo, CA, 93401 Per Architectural Site Plan Sheet CA-1.0 Received on 11/18/22 In accordance with the franchise agreement with the City of San Luis Obispo, San Luis Garbage Company will provide curbside collection of the three waste streams at this location per the following schedule: Solid Waste: 1 95G can, 1x weekly* Recycling: 1 95G can, 1x weekly* Organic Waste: 1 65G can, 1x weekly* *Service levels to be determined by volumes. It will be the property owner’s responsibility to make sure that all cans are curbside on Higuera St by 6:00 AM on the day(s) of collection. Based on my review of the property and plan set, the space allotted for waste storage and service is sufficient. Based on my review of the property and plan set, the volume of cans anticipated for use at this property is sufficient. It is the property owner’s responsibility to increase frequency or volume of service if necessary pursuant to Municipal Code Section 8.04.070(E). Notes Regarding Service: This letter pertains to the residential units at the address. There will be two garbage accounts on service at this address, the new one for the two residential units and the existing one for the office. The office garbage account will remain the same. Both sets of cans will need to be rolled out to the curb to be serviced on Higuera St. If you have any questions or need any additional information, please do not hesitate to contact me. Kris Mazurek Operations Supervisor 360-789-0991 Cell 041 CA-1.1PARKINGCALCULATION ANDMANEUVERINGSPACEANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 1/8" = 1'-0" PARKING CALCULATION AND MANEUVERING SPACE SCALE: UP 17R @ 6-3/4" HT. UP 17R @ 6-3/4" HT GARAGE/CARPORT 708 S.F. TRASH RECYCLE STOR. UNDER STAIRSSTOR. UNDER STAIRS STORAGE F.S. = 252.0' GREEN 456 STORAGE ELECELECELECELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELECPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL XXXXXXXXXXXXXXXXXXXXXXXXX1 2 3 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX60'-7 1/2"OVERALL BAY WIDTHX X FINISH FLOOR 260.06' STONE SLAB CONCRETE RAMP CONC. WALK CONCRETE SIDEWALK NEIGHBORING BUILDING SLAB 252.90' 12" MAGNOLIA 8" OLIVE CONC. DRIVEWAY HVAC UNIT PROPERTY LINE = S40°14'21"E 130.54'MPROPERTY LINE = N40°14'40"W 130.53'MN49°46'31"E 50.04'M 10" MAPLE LOT 22 PROPERTY LINE = S49°45'56"W 50.05'M CONCRETE SIDEWALK TREE WELL 6" MAPLE 6" MAPLEDRIVEWAY APPROACH 50" REDWOOD (E) 12" CONC.WALL 12" CONC. WALL 12" CONC. WALL & 5' WOOD FENCE PAVER WALK CURB & GUTTER 6' WOOD FENCE 12" CONC. WALL (E) OFFICE TO REMAIN (NOT PART OF SCOPE OF WORK) 1,200 S.F. CONC. STEPS H I G U E R A S T R E E T CONC. STEPS FIRE VALVE ADA VAN NO PARKING POC FOR FIRE SUPPLY SYSTEM FDCWMTRASHRECYCLEGREEN(N) PLANTERBIOSWALE(N) FENCE23'-3" AISLE9'-6 3/4" W 9'-7 1/4" W 9'-7 1/4" W 12'-0" W5'-0"18'-5" D8'-7" W 8'-7" W18'-5" DBIKE PARKING REQUIRED PARKING SPACE CALCULATION PER 17.72.030 (AREAS ARE BASED ON PROJECT AREAS) TOTAL FLOOR S.F. PER TOTAL PARKING AREA PARKING SPACE OFFICE 1,200 S.F.300 S.F.4.00 4.00 SPACES 2 BEDROOM PARKING TOTAL PARKING SPACE ACCESSORY DWELLING UNIT 0 0 NA RESIDENTIAL UNIT (2-BEDROOM)2 S.F.0.75 1.50 1.50 SPACES REQUIRED PARKING TOTAL REQUIRED PARKING SPACES 5.50 SPACES 6 SPACES PROPOSED PARKING TOTAL PROPOSED ON-SITE PARKING SPACES 6 SPACES CO MPACT 3 SPACES AV E R AG E 2 SPACES ADA 1 SPACES PROPOSED BICYCLE PARKING PER 17.72.070 OFFICE 1 SPACES ACCESSORY DWELLING UNIT 0 SPACES RESIDENTIAL UNIT (2-BEDROOM)2 SPACES UP 17R @ 6-3/4" HT. UP 17R @ 6-3/4" HT GARAGE/CARPORT 708 S.F. TRASH RECYCLE STOR. UNDER STAIRSSTOR. UNDER STAIRS STORAGE F.S. = 252.0' GREEN 456 STORAGE PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL XXXXXXXXXXXXXXXXXXXXXXXXX1 2 3 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX60'-7 1/2"OVERALL BAY WIDTHNEIGHBORING BUILDING SLAB 252.90'PROPERTY LINE = S40°14'21"E 130.54'MPROPERTY LINE = N40°14'40"W 130.53'MLOT 22 PROPERTY LINE = S49°45'56"W 50.05'M 50" REDWOOD (E) 12" CONC.WALL 12" CONC. WALL & 5' WOOD FENCE 6' WOOD FENCE 12" CONC. WALL (E) OFFICE TO REMAIN (NOT PART OF SCOPE OF WORK) 1,200 S.F. ADA VAN NO PARKING POC FOR FIRE SUPPLY SYSTEM FDC(N) PLANTERBIOSWALEMANEUVERING DIAGRAM Scale: 1/8" = 1'-0"2 11 & 21 CA-1.1 041 CA-2.0PRELIMINARYGRADING ANDDRAINAGE PLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 1.GRADING ON SITE SHALL PROVIDE FOR A MINIMUM OF 0.67' FROM FINISH FLOOR TO ADJACENT GRADE, A MINIMUM OF 2% FOR 5 FEET @ GRADE AND THEN A MINIMUM OF 1% FLOW-LINE GRADE TO TOP OF CURB TO OVERFLOW POINT GRADING AND DRAINAGE NOTES: 2.CUT: ± 30 CU YDS (V.I.F.) FILL: ± 30 CU YDS (V.I.F.) 3.ALL GRADING AND DRAINAGE SHALL CONFORM TO THE C.B.C. 4.WORK IN THE PUBLIC R/W REQUIRES AN "ENCROACHMENT PERMIT" FROM THE ENGINEERING DIVISION. 5.SIDE YARD IMPROVEMENTS SHALL NOT OBSTRUCT DRAINAGE. 6. 7. 8. 9. DRIVEWAY USED MUST BE SHOWN TO PASS 3.2 INCHES OF RUNOFF PER HOUR AND THE MATERIAL MUST BE FOUNDED ON CLEAN, WASHED GRAVEL. GRASSCRETE VOIDS MUST BE FILLED WITH CLEAN, WASHED GRAVEL ONLY. UNDERGROUND INFILTRATION SYSTEMS SHALL BE ENCAPSULATED ON ALL SIDES WITH AN ENGINEERING FILTER FABRIC SUCH AS MIRAFI 140N OR APPROVED EQUAL. A SILT AND DEBRIS SEPARATOR, SIMILAR IN CHARACTER TO A SMALL SEPTIC TANK OF APPROXIMATELY 300 GALLONS MINIMUM SIZE SHALL BE UTILIZED AHEAD OF THE INLET TO THE UNDERGROUND INFILTRATION FIELD. THE SEPARATOR SHALL HAVE TWO COMPARTMENTS WITH ACCESS TO EACH COMPARTMENT FOR CLEANING. THE SURFACE DRAINAGE INLET TO AN UNDERGROUND INFILTRATION SYSTEM SHALL BE DEPRESSED BELOW THE ADJACENT GRADE IN MANNER SO THAT IF THE SYSTEM FAILS, A SURFACE POOL OF WATER IS FORMED ON PRIVATE PROPERTY TO WARN THE PROPERTY OWNER THAT THE SYSTEM HAS FAILED. THE ELEVATION OF THE POOL SHALL BE SUCH THAT OVERFLOW OCCURS AT LEAST ONE FOOT BELOW FINISH FLOOR. 10.THE UNDERGROUND INFILTRATION SHALL BE OUTSIDE THE ZONE OF INFLUENCE FROM ADJACENT BUILDING FOOTINGS AS DEFINED BY A 30 DEGREE ANGLE BETWEEN THE BOTTOM OF THE ADJACENT FOOTING AND THE BOTTOM OF THE ADJACENT INFILTRATION FIELD. IN THE EVENT THAT THE ABOVE SEPARATION CANNOT BE ACHIEVED , A REPORT FROM A LICENSED GEOTECHNICAL ENGINEER SHALL BE SUPPLIED TO JUSTIFY THE PROPOSED LOCATIONS A ROCK FILL LAYER (6 INCHES MINIMUM AROUND EACH LATERAL) SHALL BE USED AS PART OF THE UNDERGROUND RETENTION FACILITY UTILIZING A 20% VOLUME OF POROSITY FOR SIZING THE SYSTEM PER THE CITY OF SAN LUIS OBISPO STANDARD. 11. GRADING LEGEND: EXISTING TOPOGRAPHICAL CONTOUR FINISH TOPOGRAPHICAL CONTOUR FINISH FLOOR FINISH SURFACE FINISH GRADE EXISTING GRADE TOP OF CURB TOP OF FOOTING (N)000' F.F. F.S. F.G. E.G. T.O.C. T.O. FT. TOP OF RAIL TOP OF WALL FLOW LINE TOP OF GRADED PAD (MIN.) CENTERLINE OF NON-ERODABLE SWALE (MIN. 1.5%) EXISTING GARAGE - TO BE DEMOLISHED T.O.R. T.O.W. F.L. PAD POINT OF CONNECTIONP.O.C. TOP OF CONCRETET.O. CONC. SITE RETAINING WALL THE PROJECT IS SUBJECT TO ALL OF THE REQUIREMENTS OF MUNICIPAL CODE ARTICLE IX SECTION 5.50 GRADING AND DRAINAGE. THE GRADING PLAN SHOULD DEPICT PROPOSED DRAINAGE PATTERS, ON-SITE DRAINAGE RETENTION; GRADE CHANGES/ RETAINING WALL CONDITIONS BETWEEN ADJOINING LOTS. ETC. TO THE SATISFACTION OF THE CITY ENGINEER. A.ADDITIONALLY, THERE ARE CONSTRUCTION AND POST CONSTRUCTIONSTORM WATER REQUIREMENTS. 12. 000' ROOF WATER AND SURFACE FLOWS OF STORM WATER WILL BE CONVEYED TO AN ONSITE STORAGE AREA AND SAFE OVERLAND ROUTES SHALL BE PROVIDED FOR THE RETENTION BASINS OVERFLOW IN THE EVENT OF FLOODING. 13. EXISTING PROPERTY LINEPLPL 1/8" = 1'-0" PRELIMINARY GRADING AND DRAINAGE PLAN SCALE: GRADING & DRAINAGE REF. NOTES: 1 2 3 4 5 6 7 8 9 10 INDICATES PROPERTY LINE DASH LINE DENOTES EXISTING CONTOUR/GRADE LANDING @ EXTERIOR DOOR SHALL MEASURE IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 36" (2019 CBC 1008.1.5). SLOPE 2% TO DRAIN AWAY FROM BUILDING - REFER TO DETAILS #12, 13, 14 ON SHEET CA-5.0 INDICATES DIRECTION OF SURFACE DRAINAGE (SHALL FLOW AWAY FROM NEIGHBORING PROPERTIES) PERVIOUS PAVER OR CONCRETE FINISH AT PARKING SPACES VERIFY FINISH WITH OWNER LANDSCAPED AREA - REFER TO SHEET L-1.0 FOR MORE INFORMATION INDICATES DUPLEX BUILDING FOOTPRINT 24" SQ. CATCH BASIN FINISH GRADE AROUND STRUCTURE SHALL SLOPE AWAY FROM THE FOUNDATION @ 5% FOR A MINIMUM DISTANCE OF 5 FEET (E) GRADE AT DRIVEWAY SHALL REMAIN UP 17R @ 6-3/4" HT. UP 17R @ 6-3/4" HT 456 ELECELECELECELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ALLEY ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL ELECELECELECELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELECPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL XXXXXXXXXXXXXXXXXXXXXXXXX1 2 360'-7 1/2"OVERALL BAY WIDTHX X FINISH FLOOR 260.06' STONE SLAB CONCRETE RAMP CONC. WALK CONCRETE SIDEWALK NEIGHBORING BUILDING SLAB 252.90' 12" MAGNOLIA 8" OLIVE CONC. DRIVEWAY HVAC UNIT PROPERTY LINE = S40°14'21"E 130.54'MPROPERTY LINE = N40°14'40"W 130.53'MN49°46'31"E 50.04'M 10" MAPLE LOT 22 PROPERTY LINE = S49°45'56"W 50.05'M CONCRETE SIDEWALK TREE WELL 6" MAPLE 6" MAPLEDRIVEWAY APPROACH 50" REDWOOD (E) 12" CONC.WALL 12" CONC. WALL 12" CONC. WALL & 5' WOOD FENCE PAVER WALK CURB & GUTTER 6' WOOD FENCE 12" CONC. WALL (E) OFFICE TO REMAIN (NOT PART OF SCOPE OF WORK) 1,200 S.F. CONC. STEPS H I G U E R A S T R E E T CONC. STEPS FIRE VALVE ADA VAN NO PARKING POC FOR FIRE SUPPLY SYSTEM FDCWM(N) PLANTERBIOSWALE(N) FENCE 2% 5% 2% 5% 2% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 2%2% 2% 2% 2% 2% 2% 2% 2%2%2% 5%5%5%5%11'-0" S.B.TO DUPLEX5'-0" S.B.TO STAIR5'-0" S.B. TO DUPLEX 8'-1" S.B. TO DUPLEX 7 3 6 4 1 4 8 1 5 3 8 9 10 10 (E) OFFICE TO REMAIN NOT PART OF SCOPE OF WORK NOTE: FINISH GRADING AND DRAINAGE PLAN TO BE COMPLETED BY A LICENSED CIVIL ENGINEER 041 CA-3.0EROSION CONTROLPLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 UP 17R @ 6-3/4" HT. UP 17R @ 6-3/4" HT GARAGE/CARPORT 708 S.F. TRASH RECYCLE STOR. UNDER STAIRSSTOR. UNDER STAIRS STORAGE F.S. = 252.0' GREEN 456 STORAGE PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL 2 5 7 2 5 8 2 5 7 2 5 6 255 254 2 5 3 2 5 2 2 5 1 250 249 2 4 7 2 5 2 PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL XXXXXXXXXXXXXXXXXXXXXXXXX1 2 3 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X FINISH FLOOR 260.06' STONE SLAB CONCRETE RAMP CONC. WALK CONCRETE SIDEWALK NEIGHBORING BUILDING SLAB 252.90' 12" MAGNOLIA 8" OLIVE CONC. DRIVEWAY HVAC UNIT PROPERTY LINE = S40°14'21"E 130.54'MPROPERTY LINE = N40°14'40"W 130.53'MN49°46'31"E 50.04'M 10" MAPLE LOT 22 PROPERTY LINE = S49°45'56"W 50.05'M CONCRETE SIDEWALK TREE WELL 6" MAPLE 6" MAPLEDRIVEWAY APPROACH 50" REDWOOD (E) 12" CONC.WALL 12" CONC. WALL 12" CONC. WALL & 5' WOOD FENCE PAVER WALK CURB & GUTTER 6' WOOD FENCE 12" CONC. WALL (E) OFFICE TO REMAIN (NOT PART OF SCOPE OF WORK) 1,200 S.F. CONC. STEPS H I G U E R A S T R E E T CONC. STEPS FIRE VALVE ADA VAN NO PARKING POC FOR FIRE SUPPLY SYSTEM FDCWMTRASHRECYCLEGREEN(N) PLANTERBIOSWALE(N) FENCE 1. EROSION CONTROL MEASURES FOR WIND, WATER, MATERIAL, STOCKPILES, AND TRACKING SHALL BE IMPLEMENTED ON ALL PROJECTS AT ALL TIMES AND SHALL INCLUDING PROTECTION OF STOCKPILES, PROTECTION OF SLOPES, PROTECTION OF ALL DISTURBED AREAS PROTECTION OF ACCESSES, AND PERIMETER CONTAINMENT MEASURES. EROSION CONTROL SHALL BE PLACED PRIOR TO THE COMMENCEMENT OF GRADING AND SITE DISTURBANCE ACTIVITIES UNLESS PUBLIC WORKS DEPARTMENT DETERMINES TEMPORARY MEASURES TO BE UNNECESSARY BASED UPON LOCATION, SITE, CHARACTERISTICS OR TIME OF YEAR. THE INTENT OF EROSION CONTROL MEASURES SHALL BE TO KEEP ALL GENERATED SEDIMENTS FROM ENTERING A SWALE, DRAINAGE WAY, WATERCOURSE, ATMOSPHERE, OR MIGRATE ONTO ADJACENT PROPERTIES OR ONTO THE PUBLIC RIGHT-OF-WAY. 2. SITE INSPECTIONS AND APPROPRIATE MAINTENANCE OF ALL EROSION CONTROL MEASURES/ DEVICES SHALL BE CONDUCTED AND DOCUMENTED AT ALL TIMES DURING CONSTRUCTION AND ESPECIALLY PRIOR TO, DURING, AND AFTER RAIN EVENTS. 3. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF ALL EROSION CONTROL MEASURES/DEVICES AS SPECIFIED BY THE APPROVED PLAN UNTIL SUCH TIME THAT THE PROJECT IS ACCEPTED AS COMPLETE BY THE PUBLIC WORKS DEPARTMENTS OR UNTIL RELEASED FROM THE CONDITIONS OF APPROVAL OF THEIR GENERAL PERMIT. EROSION CONTROL MEASURES/DEVICES MAY BE RELOCATED, DELETED OR ADDITIONAL MEASURES/DEVICES SHALL BE PLACED AT THE DISCRETION OF THE ENGINEER OF WORK, COUNTY INSPECTOR, SWPPP MONITOR, OR RWQCB INSPECTOR. GUIDELINES MEASURES/DEVICES NOTED FROM THE APPENDIX OF THE PUBLIC IMPROVEMENT STANDARDS. 4. EROSION CONTROL DEVICES SHALL BE THE FIRST ORDER OF WORK AND SHALL BE IN PLACE AT ALL TIMES DURING CONSTRUCTION. ADDITIONAL MEASURES/DEVICES SHALL BE AVAILABLE DURING THE RAINY SEASON (BETWEEN OCTOBER 15 AND APRIL 15) OR ANYTIME WHEN THE RAIN PROBABILITY EXCEEDS 30%. THESE MEASURES/DEVICES SHALL BE AVAILABLE, INSTALLED, AND/OR APPLIED AFTER EACH AREA IS GRADED AN NO LATER THAN FIVE (5) WORKING DAYS AFTER COMPLETION OF EACH AREA. 5. THE CONTRACTOR, DEVELOPER, AND ENGINEER OF WORK SHALL BE RESPONSIBLE TO REVIEW THE PROJECT SITE PRIOR TO OCTOBER 15 (RAINY SEASON) AND TO COORDINATE AN IMPLEMENTATION PLAN FOR WET WEATHER EROSION CONTROL DEVICES. A LOCALLY BASE STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15) . NECESSARY MATERIALS SHALL BE AVAILABLE AND STOCK PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID. CONSTRUCTION OR MAINTENANCE OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 6. IN THE EVENT OF A FAILURE, THE DEVELOPER AND/OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR CLEANUP AND ALL ASSOCIATED COSTS OR DAMAGE. IN THE EVENT THAT DAMAGE OCCURS WITHIN THE RIGHTS-OF-WAY AND THE COUNTY IS REQUIRED TO PERFORM CLEANUP, THE OWNER SHALL BE RESPONSIBLE FOR COUNTY REIMBURSEMENT OF ALL ASSOCIATED COSTS OR DAMAGE. 7. IN THE EVENT OF FAILURE AND/OR LACK OF PERFORMANCE BY THE OWNER AND/OR CONTRACTOR TO CORRECT EROSION CONTROL RELATED PROBLEMS THE PUBLIC WORKS DEPARTMENT MAY REVOKE ALL ACTIVE PERMITS AND RECOMMEND THAT COUNTY CODE ENFORCEMENT PROVIDE A WRITTEN NOTICE OR STOP WORK ORDER IN ACCORDANCE WITH SECTION 22.52.140 OF THE LAND USE ORDINANCE. 8. PERMANENT EROSION CONTROL SHALL BE PLACED AND ESTABLISHED WITH 90% COVERAGE ON ALL DISTURBED SURFACES OTHER THAN PAVED OR GRAVEL SURFACES, PRIOR TO FINAL INSPECTION. PERMANENT EROSION CONTROL SHALL BE FULLY ESTABLISHED PRIOR TO FINAL ACCEPTANCE. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT MEASURES ARE ESTABLISHED. 9. THE COUNTY AIR POLLUTION CONTROL DISTRICT (APCD) MAY HAVE ADDITIONAL PROJECT SPECIFIC EROSION CONTROL REQUIREMENTS. THE CONTRACTOR, DEVELOPER, AND ENGINEER OF WORK SHALL BE RESPONSIBLE FOR MAINTAINING SELF-REGULATION OF THESE REQUIREMENTS. 10. ALL PROJECTS INVOLVING SITE DISTURBANCE OF ONE ACRE OR GREATER SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) THE DEVELOPER SHALL SUBMIT A NOTICE OF INTENT (NOI) TO COMPLY WITH THE GENERAL PERMIT FOR CONSTRUCTION ACTIVITY WITH THE REGIONAL WATER QUALITY CONTROL BOARD. (RWQCB). THE DEVELOPER SHALL PROVIDE THE COUNTY WITH WASTE DISCHARGE IDENTIFICATION NUMBER (WDID #) OR WITH VERIFICATION THAT EXEMPTION HAS BEEN GRANTED BY RWQCB. WDID NO.: N/A PERSON TO CONTACT 24 HOURS A DAY IN THE EVENT THERE IS AN EROSION CONTROL/ SEDIMENTATION PROBLEM (STORM WATER COMPLIANCE OFFICER); NAME LOCAL PHONE NO: EROSION CONTROL NOTES: EROSION CONTROL NOTES: FIBER ROLL EROSION CONTROL FINE GRADE THE SUBGRADE BY HAND DRESSING WHERE NECESSARY TO REMOVE LOCAL DEVIATIONS AND TO REMOVE LARGER STONES OR DEBRIS THAT WILL INHIBIT FULL CONTACT OF THE FIBER ROLL WITH THE SUBGRADE. PRIOR TO ROLL INSTALLATION, CONTOUR A CONCAVE KEY TRENCH 50 TO 100 MM (2-4 INCHES) DEEP ALONG THE PROPOSED INSTALLATION ROUTE. SOIL EXCAVATED IN TRENCHING SHOULD BE PLACED ON THE UPHILL OR FLOW SIDE OF THE ROLL TO PREVENT WATER FROM UNDERCUTTING THE ROLL. PLACE FIBER ROLLS INTO THE KEY TRENCH AND STAKE ON BOTH SIDES OF THE ROLL WITHIN 3 FEET OF EACH END AND THEN EVERY 3 FEET WITH 1" X 2' X 23" STAKES. STAKE ARE TYPICALLY DRIVEN IN ON ALL ALTERNATING SIDES OF THE ROLL. WHEN MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE ABUTTED SECURELY TO ONE ANOTHER AND STAKED WITHIN 6" OF THE END OF THE ROLL TO PROVIDE A TIGHT JOINT, NOT OVERLAPPED. ON SITE MATERIALS CONTROL REDUCED AND/OR PREVENT CONTAMINANTS FROM ENTERING THE STORM WATER SYSTEM. USE WATER CONSERVATION PRACTICES. SPILL AND SOLID WASTE CONTROL CONTROL MAP REQUIRE A PERIODIC REMOVAL OF WASTE BY REMOVAL FROM JOB SITE TO PROPER DISPOSAL SITE. REDUCED DISCHARGE OF POLLUTANTS FROM SURFACING OPERATION. HYDROSEEDING ALL DISTURBED AREA WITH NO IMPROVEMENTS SHALL BE HYDROSEEDED AS A FINAL FINISH, AND MAY NEED STRAW MULCHING AND OR GEOTEXTILE MATTING TO ENSURE ADEQUATE VEGETATION ESTABLISHMENT AND COVERAGE. DUST CONTROL WATER SITE WHERE NEEDED AS OFTEN AS NECESSARY TO CONTROL DUST. CLEANING AND MAINTAINING EQUIPMENT IF THE EQUIPMENT CLEANING, FUELING, AND MAINTENANCE IS TO BE PERFORMED ON SITE, DESIGNATED AREA SHALL BE SET ASIDE. SANITARY / SEPTIC WASTE CONTROL PORTABLE TOILETS MUST BE AVAILABLE AND REGULARLY SERVICED BANK STABILIZATION BANK STABILIZATION ACTIVITIES NECESSARY FOR EROSION PREVENTION PROVIDED THE ACTIVITY MEETS ALL THE FOLLOWING CRITERIA: A. NO MATERIAL IS PLACED MORE THAN THE MINIMUM NEEDED FOR EROSION PROTECTION; B. THE BANK STABILIZATION ACTIVITY IS LESS THAN 500' IN LENGTH; C. THE ACTIVITY WILL NOT EXCEED AN AVERAGE OF ONE CUBIC YARD PER RUNNING FOOT PLACED ALONG THE BANK BELOW THE PLANE OF THE ORDINARY HIGH WATER MARK OR THE HIGH TIDE LINE; D. NO MATERIAL IS PLACED IN ANY SPECIAL AQUATIC SITE, INCLUDING WETLANDS; E. NO MATERIAL IS OF THE TYPE, OR IS PLACED IN ANY LOCATION, OR IN ANY MANNER, TO IMPAIR SURFACE WATER FLOW INTO OR OUT OF ANY WETLAND AREA; F. NO MATERIAL IS PLACED IN A MANNER THAT WILL BE ERODED BY NORMAL OR EXPECTED HIGH FLOWS (PROPERLY ANCHORED TREES AND TREETOPS MAY BE USED IN LOW ENERGY AREAS); AND G. THE ACTIVITY IS PART OF A SINGLE AND COMPLETE PROJECT. LINE DENOTES NEW CONTOUR/GRADE LINE DENOTES EXISTING CONTOUR/GRADE CONCRETE CATCH BASIN W/ GREEN PLASTIC LANDSCAPE GRATE- TEMPORARY SILT FENCING DURING CONSTRUCTION- REFER TO #42/C-3.1 ALL GRADED AREAS SHALL MEET EROSION SEDIMENTATION CONTROL MEASURES PER NOTES THIS SHEET. STABILIZED CONSTRUCTION ENTRANCE/EXIT AREA-REFER TO #14/C-3.1 FIBER ROLL TO RETAIN SEDIMENTATION - REFER TO #12/C-3.1 1 2 3 4 5 6 7 EROSION CONTROL & SEDIMENTATION NOTES: 1. 2. 3. 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE IN PLACE AND OPERABLE DURING THE RAINY SEASON, OCTOBER 15TH TO APRIL 15TH. 7. 8. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY AND, IN ADDITION, JUST BEFORE AND AFTER EACH STORM. ALL NEWLY CONSTRUCTED DRAIN INLETS SHALL BE PROTECTED WITH STRAW BALE SEDIMENT BARRIERS TO CATCH SEDIMENT AND FILTER RUN-OFF. CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN TO MEET FIELD CONDITIONS WILL BE MADE ONLY WITH THE APPROVAL OF OR AT THE DIRECTION OF THE ENGINEER. DURING THE RAINY SEASON, ALL PAVED AREAS WILL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE WILL BE MAINTAINED SO THAT A MINIMUM OF SEDIMENT-LADEN RUN-OFF ENTERS THE STORM DRAINAGE SYSTEM. THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING. PLANS SHALL BE RESUBMITTED FOR APPROVAL PRIOR TO SEPTEMBER 1ST OF EACH SUBSEQUENT YEAR UNTIL THE IMPROVEMENTS ARE ACCEPTED BY THE CITY. THE CONTRACTOR WILL INFORM ALL CONSTRUCTION SITE WORKERS ABOUT THE MAJOR PROVISIONS OF THE EROSION AND SEDIMENT CONTROL PLAN, AND SEEK THEIR COOPERATION IN AVOIDING THE DISTURBANCE OF THESE CONTROL MEASURES. THE BARRIER SHOULD FOLLOW THE SLOPE CONTOUR. FIBER BLANKET SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND HYDROSEEDING INSTALLED PER RECOMMENDATIONS OF THE NATURAL RESOURCES CONSERVATION SERVICE (NRCS). 4.ALL GRADED SLOPES SHALL BE SEEDED OR PLANTED AS SOON AS IS PRACTICAL AND IRRIGATED AS NEEDED TO FACILITATE A GOOD BEGINNING GROWTH. SEED AND FERTILIZER WILL BE APPLIED HYDRAULICALLY OR BY HAND. 5.STRAW BALE BARRIERS PLACED AT ALL POINTS OF CONCENTRATED RUN-OFF SHALL REMAIN IN PLACE AS LONG AS GRADING OPERATIONS ARE UNDERWAY AND UNTIL NEW VEGETATION IS ESTABLISHED. STRAW BALES SHALL BE INSTALLED PER THE FOLLOWING REQUIREMENTS: A. PLACE BALES IN TRENCH WITH THEIR ENDS TIGHTLY ABUTTING OR OVERLAPPING. CORNER ABUTMENT IS NOT ACCEPTABLE. BALES TO BE SET IN 4" DEEP. B. ALL BALES MUST BE WIRE-BOUND. INSTALL BALES SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES. C. SECURELY ANCHOR EACH BALE BY DRIVING AT LEAST TWO STAKES THROUGH THE BALE. DRIVE THE FIRST STAKE IN EACH BALE TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER. DRIVE THE STAKES AT LEAST ONE (1) FOOT INTO THE GROUND. USE 2"X2" WOOD STAKES OR #4 REBAR STAKES. D. FILL ANY GAPS BETWEEN BALES BY WEDGING LOOSE STRAW BETWEEN THE BALES. E. INSPECT AND REPAIR OR REPLACE DAMAGED BALES PROMPTLY. STRAW BALES TYPICALLY DETERIORATE WITHIN 3 MONTHS WHEN WET. REMOVE THE STRAW BALES WHEN THE UP SLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED. F. EROSION CONTROL REFERENCE NOTES: 1/8" = 1'-0" EROSION CONTROL PLAN SCALE: NOTE: EROSION CONTROL PLAN TO BE COMPLETED BY A LICENSED CIVIL ENGINEER 041 L-1.0LANDSCAPE PLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 UP 17R @ 6-3/4" HT. UP 17R @ 6-3/4" HT GARAGE/CARPORT 708 S.F. TRASH RECYCLE STOR. UNDER STAIRSSTOR. UNDER STAIRS WD STORAGE F.S. = 252.0' GREEN 456 STORAGEWD ELECELECELECELECELECELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELECPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL XXXXXXXXXXXXXXXXXXXXXXXXX1 2 3 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX60'-7 1/2"OVERALL BAY WIDTHX X FINISH FLOOR 260.06' STONE SLAB CONCRETE RAMP CONC. WALK CONCRETE SIDEWALK NEIGHBORING BUILDING SLAB 252.90' 12" MAGNOLIA 8" OLIVE CONC. DRIVEWAY HVAC UNIT PROPERTY LINE = S40°14'21"E 130.54'MPROPERTY LINE = N40°14'40"W 130.53'MN49°46'31"E 50.04'M 10" MAPLE LOT 22 PROPERTY LINE = S49°45'56"W 50.05'M CONCRETE SIDEWALK TREE WELL 6" MAPLE 6" MAPLEDRIVEWAY APPROACH 50" REDWOOD (E) 12" CONC.WALL 12" CONC. WALL 12" CONC. WALL & 5' WOOD FENCE PAVER WALK CURB & GUTTER 6" CURB BEGIN 6' WOOD FENCE 12" CONC. WALL (E) OFFICE TO REMAIN (NOT PART OF SCOPE OF WORK) 1,200 S.F. CONC. STEPS H I G U E R A S T R E E T CONC. STEPS FIRE VALVE ADA VAN NO PARKING POC FOR FIRE SUPPLY SYSTEM FDCWMTRASHRECYCLEGREEN(N) PLANTERBIOSWALE(N) FENCE(E) 50" OAK TREEW W W W W W W(E) OFFICE TO REMAIN NOT PART OF SCOPE OF WORK SHRUBS BERKELEY SEDGE GROUND COVER MEDIUM REDWOOD BARK ( ALL PLANTER U.N.O.) TREES BLUE OAT GRASS 2. ALL PLANT MATERIAL SHALL BE CONSISTENT W/ NURSERY STANDARDS.3. THE LANDSCAPE DESIGN IS PLANNED TO CREATE EROSION CONTROL, LIMIT RUNOFF, AND CONSERVE WATER. 4. THE LANDSCAPE DESIGN INTENDED TO CREATE A BUFFER BETWEEN PEDESTRIAN WALKWAYS AND THE PROPOSED STRUCTURES, PROVIDE OPEN AREAS FOR TENANT TO USE, AND TO CREATE A NATURAL CALIFORNIA LANDSCAPE. 1. 5. 6.LOW LEVEL LANDSCAPE LIGHTING SHALL BE PROVIDED ALONG THE PEDESTRIAN WALKWAYS TO CREATE A SAFE ROUTE OF TRAVEL AROUND PROPERTY FOR ADEQUATE SCREENING OF BACKFLOW, SURFACE DRAINAGE SYSTEMS THAT INCLUDE BIOSWALES OR PLANTED AREAS SHALL BE DESIGNED. 9.BIOSWALE AND BIO-RETENTION LEVELER WILL CONFORM TO THE COUNTY LID INITIATIVE GUIDELINES AND VEGETATION SPECIFICATION TO BE VERIFIED. THE LANDSCAPE SHALL BE CONTROLLED BY LOW FLOW DRIP IRRIGATION. LANDSCAPE TO BE COMPLIANT WITH CITY OF SAN LUIS OBISPO LANDSCAPE STANDARDS AND THE STATE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE. 7. 8. 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. LANDSCAPE LEGEND:GENERAL LANDSCAPE NOTES: ALL PLANTS TO BE 5 GALLON U.N.O. (N) CONCRETE 10. CONTROLLER SHALL BE WEATHER- OR SOIL MOISTURE-BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEED AS WEATHER CONDITIONS CHANGE. IRRIGATION NOTES: 2. 3. 4. 1. 5. 6. 9. 7. 8. 10. WEATHER BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATIONS SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLERS. SOIL MOISTURE BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. LOW WATER USING IRRIGATION SYSTEMS SHALL BE INSTALLED. DRIP IRRIGATION SHALL BE USED WHERE FEASIBLE. THE IRRIGATION DESIGN SHALL NOT EXCEED 65% OF E.T.O. TIMES THE LANDSCAPE AREA. ALL LOW-WATER CONSUMPTION IRRIGATION SYSTEMS SHALL MINIMIZE ANY USE OF SPRAY TYPE HEADS. IRRIGATION SYSTEMS FOR SLOPE AREAS SHALL NOT APPLY WATER AT A PRECIPITATION RATE OF OVER 0.8 INCHES PER HOUR. ALL IRRIGATION SHALL INCLUDE BACKFLOW PREVENTION SUCH AS A "REDUCE PRESSURE BACKFLOW PREVENTER" IRRIGATION SCHEDULES SHALL BE ADJUSTED QUARTERLY TO MEET REQUIREMENTS AND ADJUST FOR SEASONS. IRRIGATION SYSTEMS SHALL MINIMIZE RUNOFF AND DISCHARGE OF WATER ONTO ADJACENT HARDSCAPE OR PROPERTIES. IRRIGATION CLOCK CONTROLLER SHOULD BE PROGRAMMED TO OPERATE DURING LOW WATER DEMAND AND EVAPORATION PERIODS OF THE DAY, I.E. LATE NIGHT OR EARLY MORNING. 11.THE IRRIGATION SYSTEM SHALL APPLY WATER SLOWLY TO REDUCE RUNOFF. 11. ALL LANDSCAPE AREAS SHALL BE SEPARATED FROM ASPHALT AREAS BY 6 INCH CONCRETE CURB. 12. 13. 14. PERMANENT PLANTINGS RATHER THAN SEASON ONES SHALL BE USED 15. MINIMUM PLANT SIZES: SITE TREES (15 GAL.), SHRUBS (1 GAL.), GROUND COVER (FLATS). IRRIGATION SYSTEM TO BE INSTALLED AS A PART OF SITE CONSTRUCTION. SYSTEM SHALL BE UNDERGROUND, AUTOMATIC DRIP EMITTER TYPE WITH "SMART" CONTROLLER AND AUTOMATIC RAIN SHUTOFF. LOW PRECIPITATION RATED EMITTER TYPE TO BE USED TO MINIMIZE RUNOFF. POINT OF CONNECTION, FOR WATER SUPPLY, SHALL BE BY A NEW LANDSCAPE SUB METER. ALL PLANTING AREAS SHALL RECEIVE A 3" LAYER OF MEDIUM BARK MULCH AFTER INSTALLATION. ALL PLANTING AND IRRIGATION SHALL BE INSTALLED PER THE CITY OF SAN LUIS OBISPO STANDARDS AND APPLICABLE CODES. FOR SITE WORK, ARCHITECTURAL, AND GRADING / DRAINAGE INFORMATION SEE PLANS ATTACHED AND/OR REFERENCED PLANS. ALL AREAS BEYOND THE AREA OF WORK THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO ORIGINAL CONDITION. TREES PLANTED IN AN AREA LESS THAN 8' WIDE SHALL BE INSTALLED WITH A ROOT BARRIER TO PROTECT AGAINST HARDSCAPE DAMAGE REFER TO THE HYDRO-ZONE PLAN, MAXIMUM APPLIED WATER ALLOWANCE CALCULATIONS AND ESTIMATED TOTAL WATER USE TABLES FOR IRRIGATION WATERING TYPES AND VOLUME. REFER TO THE ATTACHED WATER EFFICIENT WORKSHEET FOR MAXIMUM APPLIED WATER ALLOWANCES TABLE AND ESTIMATED TOTAL WATER USE CALCULATIONS THE LOW IMPACT DEVELOPMENT TIER SHALL BE A “TIER 1” DUE TO MODIFIED IMPERVIOUS SURFACE AREA BEING LESS THEN 5,000 SF FOR A PRESCRIPTIVE, SINGLE (1) RUNOFF REDUCTION MEASURE. THE SELECTED MEASURE SHALL BE THE INSTALLATION OF POROUS PAVERS IN THE RESURFACED AND RE-GRADED PARKING AREAS (REFER TO SITE PLAN). 16. 17. 18. 19. STORM WATER CONTROL NOTES: 1. THE LANDSCAPE WATER IRRIGATION SYSTEM IS TO BE A DESIGN/BUILD CONTRACT, BY A QUALIFIED AND LICENSED CONTRACTOR, THAT WILL REQUIRE REVIEW AND APPROVAL BY THE ARCHITECT-OF-RECORD TO VERIFY COMPLIANCE TO THE STATED AND MANDATORY CONDITIONS OF THE CALIFORNIA TITLE 20 WATER EFFICIENCY STANDARD / CALGREEN CODE (2019 EDITION). 2. THE IRRIGATION DESIGN SHALL BE IN CONFORMANCE WITH THE PROVISIONS OF THE FOLLOWING SECTIONS OF THE CALIFORNIA GREEN CODE (2019 EDITION): A. SECTION 5.407.2.1 (IRRIGATION SPRINKLERS). B. SECTION 5.305.1.1 (WATER USAGE). C. SECTION A5-305.2 (IRRIGATION DESIGN FOR NON-MANDATORY ELECTIVE USE). 3. THE WATER EFFICIENCY DOCUMENTATION AUTHOR/RESPONSIBLE DESIGNER IS TO PROVIDE THE REQUIRED “DECLARATION” STATEMENT TO INCLUDE THE FOLLOWING: A. THAT ALL MANDATORY REQUIREMENTS HAVE BEEN PROVIDED. B. TIER 2 COMPLIANCE WITH STATEMENT OF CONFORMANCE OR EXCEEDING CONFORMANCE REQUIREMENTS. 4. PROVIDE THE REQUIRED APPLICANT CHECKLIST PER 2019 CGC, APPENDIX A6.1, AND PER A5.407.4.2. 5. QUALIFIED AND LICENSED CONTRACTOR TO VERIFY THE LOCATION OF LANDSCAPE IRRIGATION POINT-OF-CONNECTION IN THE PARKWAY, METER SIZING AND THE LOCATION OF THE REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE ON THE PLANS FOR REFERENCE LANDSCAPE IRRIGATION DESIGN GENERAL NOTES: EXISTING TREES - TO REMAIN (REFER TO LANDSCAPE PLAN FOR TREE INFORMATION) (N) PERVIOUS PAVERS PLANT IMAGERY: BERKELEY SEDGE BLUE OAT GRASS (N) DRIP IRRIGATION 1/8" = 1'-0" PERLIMINARY LANDSCAPE PLAN SCALE: San Luis Obispo Maximum Applied Water Allowance / Estimated Total Water Use Residential Potable Water 43.80 ETo (inches/year) 0 Overhead Landscape Area (ft2) 464 Drip Landscape Area (ft2) 0 SLA (ft2) 464 ft2 Hydrozone Plant Water Use Type (low, moderate, high)Plant Factor (PF) Hydrozone Area (HA) (ft2)Enter Irrigation Type (PF x HA (ft2))/IE Zone 1 Low 0.1 - 0.3 464 SLA 0.00 Zone 2 0.00 0 0 Zone 3 0.00 0 0 Zone 4 0.00 0 0 Zone 5 0.00 0 0 Zone 6 0.00 0 0 Zone 7 0.00 0 0 Zone 8 0.00 0 0 Zone 9 0.00 0 0 Zone 10 0.00 0 0 Zone 11 0.00 0 0 Zone 12 0.00 0 0 Zone 13 0.00 0 0 Zone 14 0.00 0 0 Zone 15 0.00 0 0 Zone 16 0.00 0 0 Zone 17 0.00 0 0 Zone 18 0.00 0 0 Zone 19 0.00 0 0 Zone 20 0.00 0 0 HA 464 0.00 Total LA 464 MAWA=6,930.2 ETWU complies with MAWA ETWU=0.0 Gallons 0.0 HCF (Hundred Cubic Feet) per year 0.000 Acre-feet per year 041 AB-1.0AS-BUILT LOWERFLOOR PLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 1/4" = 1'-0" AS-BUILT LOWER FLOOR PLAN SCALE: (N) 252(N) 251(N) 250(N) 249139 247.79 SET MAG 2 5 3.6 5 C N C N E WC O R 2 5 3.6 2 C N C N E W- B L D C O R 2 5 3.0 8 C N C @F N C C O R 2 5 3.1 2 F L 2 5 3.5 7 F L 2 5 2.6 5 C N C A P 2 5 2.6 8 C N C A P 2 5 2.6 4 C N C + C N C 2 5 2.7 3 C N C C O R 2 5 2.9 2 C N C 2 5 2.8 4 C N C 2 5 2.7 9 C N C - B L D 2 5 2.8 8 C O N C 2 5 2.8 6 C O N C 2 5 2.8 5 C N C B R K N 2 5 2.8 2 C N C B R K N 2 5 2.8 2 C N C A P 2 5 2.8 8 C N C A P +- 2 5 2.8 7 C N C 2 5 2.8 3 C N C - B L D 2 5 2.8 7 C N C + F N C 2 5 2.8 7 C N C + F N C 2 5 2.9 1 F N C A P 2 5 2.5 0 F N C 2 5 2.9 5 C O N C 2 5 2.5 5 E P B R K N 2 5 2.4 8 E P B R K N 2 5 2.4 8 E P B R K N A P 2 5 2.4 9 E P 2 5 2.5 8 C O N C 2 5 2.6 9 C O N C 2 5 3.4 3 C O N C 2 5 2.6 2 A C 2 5 2.5 9 A C 2 5 2.4 4 A C 2 5 1.5 4 A C 2 5 1.9 6 A C 2 5 2.2 2 A C 2 5 0.9 8 G 2 5 1.0 5 G 2 5 1.8 3 R O O T B A L L- D U F F 2 5 2.3 1 R O O T B A L L- D U F F 2 5 0.8 7 G 2 4 9.5 5 G 2 4 9.0 4 G 252.90 CONCSLAB 2 5 2.8 3 C O N C 2 5 2.8 8 H C S T R IP E 2 5 2.6 8 H C S T R IP E 2 5 2.8 7 C O N C 253.01 CNC-BLD 252.60 G 2 5 2.7 5W F 252.72 WF 2 5 2.6 9 G 2 5 3.0 3 C N C 2 5 2.9 4 C N C 2 5 2.6 2 G 2 5 2.7 1 C N C C O R 2 5 2.7 1 C N C 2 5 5.6 2 G 2 5 5.5 6 C N C WA L L- B L D 255.38 CNCWALL-BLD 2 5 5.2 6 C N C WA L L- B L D 255.48 CNCWALL-BLD 2 5 2.7 6 G 2 5 2.6 8 E P 2 5 1.9 2 G 2 5 1.3 7 G 251.51 WF 2 5 2.0 3 A C 2 5 1.7 6 A C 2 5 0.5 5 A C 2 5 0.5 2 F S - C O N C - S L A B 2 5 0.8 1 A C 2 5 0.7 2 E P 250.40 WF 250.35 G 2 4 9.6 6 G 2 4 9.9 0 E P 2 5 0.1 1 A C 2 5 0.3 2 A C 250.53 GAR-SLAB 2 5 0.0 1 A C 2 5 0.0 4 E P 2 4 9.1 6 E P 2 4 9.0 7 A C 2 4 8.9 4 A C 2 4 8.8 9 A C 2 4 7.5 7 C N C 247.50 CNC 2 4 7.4 1 C N C 2 4 7.1 9 C N C - A C 2 4 7.0 6 E P B R K N 2 4 6.7 6 E P B R K N 2 4 6.5 9 E P B R K N 2 4 6.3 4 A C 2 4 6.6 9 A C 2 4 6.9 3 A C 2 4 7.1 1 C N C B R K N2 4 7.1 6 C N C B R K N C N C B R K N 2 4 7.1 5 C O N C 2 4 7.2 4 C O N C 2 4 7.7 1 G U Y 247.44 FLOUT 2 4 7.8 5 T O P 6" M E T A L 248.19 WF12"CNC-BEG 2 4 7.8 6W F 1 2" C N C - B E G 2 4 7.8 2W F 246.96 WF-1' 2 4 7.9 0 C O N C 2 4 7.6 8 C O N C 2 4 7.4 8 C O N C 2 4 7.3 2 C O N C 2 4 7.2 7 C O N C 2 4 7.8 1 P I P E - D I R 2 4 9.6 0 G 2 5 0.3 7 G 2 5 0.7 1 G 2 5 0.6 9 G 2 5 0.4 6 G 2 5 0.7 4 G 2 5 0.8 8 G 2 5 1.0 4W F EXISTING GARAGE SLAB 250.53' SLAB 252.90' ELEC ELEC ASPHALT CONCRETE CONCRETEN40°14'40"W 130.53'MLOT 24 LOT 23 LOT 22LOT 25 S49°45'56"W 50.05'M 3.00'R ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC PP 50" REDWOOD UNEVEN GROUND/ REDWOOD DEBRI&DUFF 12" CONC.WALL 12" CONC. WALL 12" CONC. WALL & 5' WOOD FENCE EDGE OF BROKEN ASPHALT FOUND .75" BRASS TAG "LS 8298" AT 3' OFFSET ON LINE PER RECORD OF SURVEY IN PROGRESS EDGE OF ROOT BALL EDGE OF ASPHALT EDGE OF ASPHALT POINT TO SETPER RECORD OF SURVEY IN PROGRESS 6' WOOD FENCE 12" CONC. WALL 12" CONC. WALL & 5' WOOD FENCE EDGE OF BROKEN ASPHALT FOUND .75" BRASS TAG "LS 8298" AT 3' OFFSET ON LINE PER RECORD OF SURVEY IN PROGRESS EDGE OF ROOT BALL EDGE OF ASPHALT EDGE OF ASPHALT POINT TO SETPER RECORD OF SURVEY IN PROGRESS PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL 254 2 5 3 2 5 2 2 5 1 250 249 2 4 7 2 5 2 3/16" = 1'-0" DEMOLITION LOWER FLOOR PLAN SCALE: 041 D-1.0DEMOLITION LOWERFLOOR PLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 EXISTING GARAGE SLAB 250.53' SLAB 252.90' ELEC ELEC ASPHALT CONCRETE CONCRETE LOT 24 LOT 23 LOT 22LOT 25 ELECELECELECELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC PP 50" REDWOOD UNEVEN GROUND/ REDWOOD DEBRI&DUFF 12" CONC.WALL 12" CONC. WALL 12" CONC. WALL & 5' WOOD FENCE EDGE OF BROKEN ASPHALT FOUND .75" BRASS TAG "LS 8298" AT 3' OFFSET ON LINE PER RECORD OF SURVEY IN PROGRESS EDGE OF ROOT BALL EDGE OF ASPHALT EDGE OF ASPHALT POINT TO SET PER RECORD OF SURVEY IN PROGRESS 6' WOOD FENCE 12" CONC. WALL 12" CONC. WALL & 5' WOOD FENCE EDGE OF BROKEN ASPHALT FOUND .75" BRASS TAG "LS 8298" AT 3' OFFSET ON LINE PER RECORD OF SURVEY IN PROGRESS EDGE OF ROOT BALL EDGE OF ASPHALT EDGE OF ASPHALT POINT TO SET PER RECORD OF SURVEY IN PROGRESS PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL 2 4 5 6 3 1 7 HEIGHT OF CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REQUIRED 8 FEET OR LESS LESS THAN 5 FEET CONSTRUCTION RAILINGS 5 FEET OR MORE NONE LESS THAN 5 FEET BARRIER AND COVERED WALKWAY MORE THAN 8 FEET 5 FEET OR MORE, BUT NOT MORE THAN ONE-FOURTH THE HEIGHT OF CONSTRUCTION BARRIER AND COVERED WALKWAY 5 FEET OR MORE, BUT BETWEEN ONE-FOURTH AND ONE-HALF THE HEIGHT OF CONSTRUCTION BARRIER 5 FEET OR MORE, BUT EXCEEDING ONE-HALF THE HEIGHT OF CONSTRUCTION NONE PROTECTION OF PEDESTRIANS - 2019 CBC CHAPTER 33 - SECTION 3306 3306.1 Protection required 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. 3306.2 Walkways A 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). 3306.3 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. 3306.4 Construction railings Construction railings shall be at least 42 inches (1067 mm) in height and shall be sufficient to direct pedestrians around construction areas. 3306.5 Barriers Barriers 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. 3306.6 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 ?-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 midheight 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). 3306.7 Covered walkways Covered 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. 3306.8 Repair, maintenance and removal Pedestrian 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. 3306.9 Adjacent to excavations Every 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 strength to resist wind pressure as specified in Chapter 16 TABLE 3306.1 PROTECTION OF PEDESTRIANS 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 2019 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 CITY OF SAN LUIS OBISPO, AS REQUIRED. 18.DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE CITY 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 2019 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 SCOPE OF WORK: 1.CONCRETE WALL 2.GARAGE STRUCTURE 3. SECTION OF ASPHALT AND CONCRETE DEMOLITION WALL LEGEND: AREA TO BE DEMOLISHED OUTLINE OF AREA TO BE DEMOLISHED BUILDING DEMOLITION PER SECTION 14.01.070, THERE IS NO ASSOCIATION BETWEEN THE GARAGE AND HISTORICAL PERSONS, EVENTS, OR PATTERNS, AND BUILDING INTEGRITY. THE EXISTING GARAGE IS NOT CONNECTED TO THE EXISTING OFFICE STRUCTURE, AND HAS NO DISCERNABLE ARCHITECTURAL STYLE. REFER TO PHOTOS OF GARAGE DEMOLITION REFERENCE NOTES: 1 2 3 4 5 6 7 EXISTING STRUCTURE - NOT PART OF SCOPE REMOVE ASPHALT REMOVE EXISTING DETACHED GARAGE. WHERE DEMOLTION OF SUCH BUILDING IS WITHIN THE SCOPE OF THIS APPLICATION, PROVIDE ALL RELEVANT INFORMATION ABOUT THE BUILDING ARCHITECTURE PER SLOMC 15.04.040 (F) THE COMMUNITY DEVELOPMENT DIRECTOR SHALL MAKE DETERMINATION AS TO WHETHER THE GARAGE STRUCTURE MORE THAN 50 YEARS OLD AND IS A POTENTIAL HISTORICAL RESOURCE, BEFORE SUCH A STRUCTURE MAY BE DEMOLISHED. REFER TO PHOTOS OF GARAGE. REMOVE ELECTRICAL BOX POSSIBLE REMOVAL OF CONCRETE RETAINING WALL - VERIFY ON SITE THE CONDITIONS OF WALL REMOVE CONCRETE PROPOSED TREE REMOVAL OF 50" REDWOOD TO BE DETERMINED BY CITY ARBORIST. REASON FOR REMOVAL IS THE TREE IS AN IMMINENT HAZARD TO THE PROPERTY, NEIGHBORING PROPERTIES AND OVERHEAD POWER LINES. EXISTING DETACHED GARAGE TO BE REMOVED 041 A-0.0OVERALL FLOORPLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL 1 2 3 X X FINISH FLOOR 260.06' STONE SLAB CONCRETE RAMP CONC. WALK CONCRETE SIDEWALK NEIGHBORING BUILDING SLAB 252.90' 12" MAGNOLIA 8" OLIVE CONC. DRIVEWAY HVAC UNIT PROPERTY LINE = S40°14'21"E 130.54'MPROPERTY LINE = N40°14'40"W 130.53'MN49°46'31"E 50.04'M 10" MAPLE LOT 22 PROPERTY LINE = S49°45'56"W 50.05'M CONCRETE SIDEWALK TREE WELL 6" MAPLE 6" MAPLEDRIVEWAY APPROACH (E) 12" CONC.WALL 12" CONC. WALL 12" CONC. WALL & 5' WOOD FENCE PAVER WALK CURB & GUTTER 6' WOOD FENCE 12" CONC. WALL (E) OFFICE TO REMAIN (NOT PART OF SCOPE OF WORK) 1,200 S.F. CONC. STEPS CONC. STEPS FIRE VALVE ADA VAN NO PARKING POC FOR FIRE SUPPLY SYSTEM FDCWM(N) PLANTERBIOSWALE(N) FENCE UP 17R @ 6-3/4" HT. UP 17R @ 6-3/4" HT SITE PLAN Scale: 1/8" = 1'-0"1 PROPOSED LOCATION OF THREE STORY DUPLEX (E) OFFICE TO REMAIN NOT PART OF SCOPE OF WORK 1/8" = 1'-0" OVERALL FLOOR PLAN SCALE: 041 A-1.0DIMENSIONAL FIRSTFLOOR PLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 GENERAL FLOOR PLAN NOTES: 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 6'-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 + 8'-1" TYP. U.N.O.- REFER TO FLOOR PLANS UP 17R @ 6-3/4" HT. UP 17R @ 6-3/4" HT GARAGE/CARPORT 708 S.F. STOR. UNDER STAIRSSTOR. UNDER STAIRS STORAGE F.S. = 252.0' 456 STORAGE 9'-7 1/4" PARKING SPACE 9'-7 1/4" PARKING SPACE 9'-7 1/4" PARKING SPACE 19'-2" OVERALLSTRUCTURE37'-0" OVERALL STRUCTURE 3'-3"6'-0 1/2"16'-0" 20'-10"5'-3"UPPER FLR.33'-11" UPPER FLR.6'-11"2'-11"2'-11"7'-5"7'-5"6'-0"9'-7 1/2"6'-6 1/2"18'-5"3'-7" 1 1 3 3 6 6 A A B B D.1 D.1 E E 3/8" = 1'-0" DIMENSIONAL FIRST FLOOR PLAN SCALE: AVERAGE CARS ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ 16.61 15.45 14.48 13.64 12.92 12.29 11.74 11.26 10.84 10.47 10.14 9.84 9.59 9.36 9.16 8.99 8.83 8.70 8.59 8.43 8.67 8.63 8.61 8.60 26.9 27.5 27.9 28.4 28.7 29.4 30.2 31.1 32.0 32.7 33.6 34.3 35.1 35.8 36.5 37.2 37.9 38.5 39.2 40.0 40.6 41.3 42.0 42.6 43.3 41.9 42.9 43.9 44.8 45.5 47.6 48.8 49.9 50.9 51.7 52.4 53.3 54.1 54.9 55.5 56.1 56.7 57.3 57.9 58.5 58.9 59.4 59.7 60.1 34.9 35.4 35.8 36.3 36.7 37.1 38.0 38.3 38.7 39.0 39.4 39.7 40.1 40.4 40.8 41.1 41.4 41.7 42.0 42.3 42.6 42.9 43.1 43.3 50.0 51.0 52.7 53.3 54.6 55.2 55.8 56.3 56.7 57.5 57.8 58.2 58.5 58.8 59.0 59.2 59.5 59.7 59.8 59.9 60.0 60.1 46.4 37.6 51.9 53.9 57.1 8.50 ƒSTALL WIDTHSPARKING BAY DIMENSIONS AVERAGE CARS 2240February 2014 PARKING ANGLE WIDTH AT CURB SINGLE LOADED AISLES DOUBLE LOADED AISLES ONE-WAY TRAFFIC TWO-WAY TRAFFIC ONE-WAY TRAFFIC TWO-WAY TRAFFIC BAY WIDTH *(feet) * See Engineering Standard 2220 for clarification of "BAY WIDTH" Bay widths are based on 18.4' stall lengths. Stall widths as noted. $OWHUQDWHVWDOOZLGWKVPD\RQO\EHXVHGIRUƒƒSDUNLQJDQJOHVDQG must have special approval of the Community Development Director. 9'-0" width - Subtract 2 feet from bay width 9'-6" width - Subtract 4 feet from bay width 8.6'8.3'REVISIONS BY APP DATE STANDARD CURRENT AS OF: 3/8" = 1'-0" FIRST FLOOR PLAN SCALE: 041 A-1.1FIRST FLOOR PLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 1 1 5 5 E E UP 17R @ 6-3/4" HT. UP 17R @ 6-3/4" HT GARAGE/CARPORT 708 S.F. STOR. UNDER STAIRSSTOR. UNDER STAIRS WD STORAGE F.S. = 252.0'3068306820682068456 60686068STORAGEWD 11 12 28 18 1 26 5 3 3 6 A A B B D.1 D.1 3 14 20 8 21 26 35 1 2626 20 35 FLOOR PLAN REFERENCE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 1-3/8" THICK SOLID CORE WOOD, 20-MINUTE FIRE RATED DOOR, PER 2019 CRC R302.5.1 1-HOUR FIRE AND STC RATED INTERIOR WALL, DOUBLE WALL ASSEMBLY - REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #23/A-10.0 1-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY, STUCCO WALL. REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #33/A-10.0 200 AMP ELECTRIC METER (VERIFY LOCATION WITH UTILITY COMPANY) 200 AMP ELECTRICAL PANELS (VERIFY LOCATION WITH UTILITY COMPANY) ACRYLIC TUB WITH TILE WAINSCOT. PROVIDE ONE-PIECE WELDED TRAP OR ACCESS PANEL PER LOCAL CODE DASH LINE INDICATES ROOF EAVES ABOVE DOOR TO UNDER STAIRS STORAGE DRYER. PROVIDE 4" Ø VENT WITH LINT TRAP TO EXTERIOR. (VENT RUN SHALL COMPLY WITH MANUFACTURER AND THE CMC SECTION 504.4.2.1) DRYER/DOMESTIC MOISTURE EXHAUST VENT/DUCT. MAX LENGTH= 12'-0" WITH THREE 90º ELBOWS @ BASE PROVIDE A LINT TRAP AND BACKFLOW DAMPER @ BASE. PROPOSED DUCT LENGTH IS 4'-0" EXTERIOR LIGHT FIXTURE SHALL BE DARK SKY COMPLIANT - REFER TO ELEVATION SHEETS EXTERIOR STAIRS @ 6 3/4" R. 11" T. REFER TO DETAILS #11 & 21/A-10.1 13 14 15 16 17 18 19 20 21 22 23 24 INTERIOR WOOD FRAMED STAIRS @ 6 3/8" R. 11" T. 16 RISERS - REFER TO DETAIL #31 & 32/A-10.1 INTERIOR WOOD STUD WALL - REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #34/A-10.0 LOW FLOW TOILET (1.28 GPF) MINIMUM 100 SQUARE INCH OPENING IN DOOR OF LAUNDRY CLOSET PER 2019 CMC 504.4.1(2) NON-RATED EXTERIOR WALL ASSEMBLY - REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #44/A-10.0 OUTLINE OF FLOOR OVERHANG ABOVE PEDESTAL SINK (VERIFY DIMENSIONS WITH MANUFACTURER) POTENTIAL LOCATION FOR STACKABLE WASHER/DRYER PROVIDE A RATED CEILING @ GARAGE BENEATH HABITABLE ROOMS. SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE 'X' GYPSUM BOARD OR EQUIVALENT - REFER TO DETAIL #41/A-10.0 REFRIGERATOR AND ROUGH PLUMB FOR WATER IN RECESSED WALL BOX (VERIFY DIMENSIONS WITH MANUFACTURER) SINGLE POLE AND SHELF IN CLOSETS SLIDE-IN GAS RANGE (VERIFY DIMENSIONS WITH MANUFACTURER) 25 26 27 28 29 30 31 32 33 34 35 SLIDING GLASS DOOR (VERIFY DIMENSIONS WITH MANUFACTURER) STORAGE AREA STOVE HOOD - VERIFY DIMENSIONS WITH MANUFACTURER TANKLESS WATER HEATER (EF 0.82, 4 GPM, 75o RISE) WITH RECIRC. INSTALL PRESSURE RELIEF VALVE WITH DRAIN TO EXTERIOR. (INSTALLATION OF WATER HEATER SHALL COMPLY WITH CHAPTER 5 OF THE UFC.) FOR ADDITIONAL INFORMATION. UPPER CABINETS - VERIFY DIMENSIONS ON SITE VANITY WITH DROP-IN SINK (VERIFY DIMENSIONS WITH MANUFACTURER) WASHER. PROVIDE HOT & COLD WATER AND WASTE (VERIFY DIMENSIONS WITH MANUFACTURER) ±36" COUNTER WITH CABINETS BELOW ±42" BREAKFAST BAR WITH SEATING AND 1'-0" KNEE CLEARANCE ±42" HIGH GUARD RAIL AT JULIETTE BALCONY BICYLCLE LONG TERM PARKING FOR RESIDENTIAL UNITS 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 6'-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 C.B.C. TABLE 720.1(3), ITEM 21-1.1 ONE HOUR RATED CEILING (AT GARAGE ONLY) BASE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIEDAT RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. WITH 1 1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C.. FACE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER WITH 1 7/8" TYPE S OR TYPE W DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12" O.C. ONE HOUR RATED PROVIDED ASSEMBLIES: HANDRAILS/GUARDRAILS: PER 2019 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" (2019 C.R.C. SECTION R311.7.8.5) 4. STAIRWAYS SHALL HAVE HANDRAILS ON AT LEAST ONE SIDE AND SHALL COMPLY WITH 2019 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 (2019 C.R.C. SECTION R312.1.1) 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". (2019 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. (2019 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 (2019 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" (2019 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. (2019 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 (2019 C.R.C. SECTION R311.7.8) NOTE: IF SEPARATION IS FLOOR-CEILING ASSEMBLY, THE CEILING AND ALL SUPPORTING BEAMS, POSTS AND WALL MUST BE PROTECTED PER 2019 C.B.C. SECTION 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 3 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. THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ITS ATTIC AREA BY MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE 'X' GYPSUM BOARD OR EQUIVALENT. DOOR OPENINGS BETWEEN A PRIVATE GARAGE AND THE DWELLING UNIT SHALL BE EQUIPPED WITH EITHER SOLID WOOD DOORS, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8 INCHES THICK, OR DOORS IN COMPLIANCE WITH 2019 CRC SECTION 302.5.1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING. GARAGE / RESIDENCE SEPERATION 2019 C.B.C 406.3.2.1 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 PURCHASE 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: NOTE: FIRE SPRINKLER RISERS SHALL BE INSTALLED INSIDE THE GARAGES IN A PROTECTIVE ENCLOSURE. INTERIOR TWO 2X6 1-HOUR FIRE RATED WALL ASSEMBLY @ 16" O.C. EXTERIOR 2X6 FRAMING WALL @ 16" O.C. WITH STUCCO FINISH EXTERIOR 2X6 1-HOUR FIRE RATED EXTERIOR WALL @ 16" O.C. WITH STUCCO FINISH INTERIOR 2X6 FRAMING WALLS @ 16" O.C. INTERIOR 2X6 FRAMING WALLS @ 16" O.C. 3/8" = 1'-0" DIMENSIONAL SECOND FLOOR PLAN SCALE: 041 A-2.0DIMENSIONALSECOND FLOORPLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 GENERAL FLOOR PLAN NOTES: 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 6'-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 + 8'-1" TYP. U.N.O.- REFER TO FLOOR PLANS POWDER KITCHENKITCHEN MAIN ENTRY MAIN ENTRY POWDER STAIRS UP STAIRS UP STAIRS DN STAIRS DN LIVING DWELLING UNIT (2-BED) 421 S.F. LIVING ACCESSORY DWELLING UNIT (2-BED) 421 S.F.REF.REF.DWDW3068 306840364036 26405068 5068286828683080264026402640 26402640264026403080 6'-3"3'-0"4'-6"9'-8"18'-8"6'-1"6'-2"9'-7"23'-7"9'-0"15'-8"24'-10 1/2" OVERALLSTRUCTURE33'-11" OVERALL STRUCTURE 3'-5"9'-10"3'-0 1/2"13'-10 1/2" 6'-0 1/2"6'-0 1/2"6'-0"1 1 3 3 A A B B E E 5 5 3/8" = 1'-0" SECOND FLOOR PLAN SCALE: 041 A-2.1SECOND FLOORPLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 POWDER KITCHENKITCHEN MAIN ENTRY MAIN ENTRY POWDER STAIRS UP STAIRS UP STAIRS DN STAIRS DN LIVING DWELLING UNIT (2-BED) 421 S.F. LIVING ACCESSORY DWELLING UNIT (2-BED) 421 S.F.REF.REF.DWDW3068 306840364036 26405068 5068286828683080264026402640 26402640264026403080 1 1 3 3 6 6 A A B B E E 5 5 7 30 28 31 29 6 32 27 4 17 1415 16 18 19 2 20 3 2 38 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 6'-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 C.B.C. TABLE 720.1(3), ITEM 21-1.1 ONE HOUR RATED CEILING (AT GARAGE ONLY) BASE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIEDAT RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. WITH 1 1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C.. FACE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER WITH 1 7/8" TYPE S OR TYPE W DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12" O.C. ONE HOUR RATED PROVIDED ASSEMBLIES: HANDRAILS/GUARDRAILS: PER 2019 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" (2019 C.R.C. SECTION R311.7.8.5) 4. STAIRWAYS SHALL HAVE HANDRAILS ON AT LEAST ONE SIDE AND SHALL COMPLY WITH 2019 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 (2019 C.R.C. SECTION R312.1.1) 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". (2019 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. (2019 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 (2019 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" (2019 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. (2019 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 (2019 C.R.C. SECTION R311.7.8) NOTE: IF SEPARATION IS FLOOR-CEILING ASSEMBLY, THE CEILING AND ALL SUPPORTING BEAMS, POSTS AND WALL MUST BE PROTECTED PER 2019 C.B.C. SECTION 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 3 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. THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ITS ATTIC AREA BY MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE 'X' GYPSUM BOARD OR EQUIVALENT. DOOR OPENINGS BETWEEN A PRIVATE GARAGE AND THE DWELLING UNIT SHALL BE EQUIPPED WITH EITHER SOLID WOOD DOORS, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8 INCHES THICK, OR DOORS IN COMPLIANCE WITH 2019 CRC SECTION 302.5.1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING. GARAGE / RESIDENCE SEPERATION 2019 C.B.C 406.3.2.1 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 PURCHASE 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: NOTE: FIRE SPRINKLER RISERS SHALL BE INSTALLED INSIDE THE GARAGES IN A PROTECTIVE ENCLOSURE. INTERIOR TWO 2X6 1-HOUR FIRE RATED WALL ASSEMBLY @ 16" O.C. EXTERIOR 2X6 FRAMING WALL @ 16" O.C. WITH STUCCO FINISH EXTERIOR 2X6 1-HOUR FIRE RATED EXTERIOR WALL @ 16" O.C. WITH STUCCO FINISH INTERIOR 2X6 FRAMING WALLS @ 16" O.C. INTERIOR 2X6 FRAMING WALLS @ 16" O.C. FLOOR PLAN REFERENCE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 1-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY, STUCCO FINISH. REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #33/A-10.0 NON-RATED EXTERIOR WALL ASSEMBLY, STUCCO FINISH. REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #33/A-10.0 1-HOUR FIRE AND STC RATED DOUBLE WALL ASSEMBLY - REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #23/A-10.0 INTERIOR WOOD STUD WALL - REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #34/A-10.0 1-3/8" THICK SOLID CORE WOOD, 20-MINUTE FIRE RATED DOOR, PER 2019 CRC R302.5.1 EXTERIOR STAIRS @ 6.9" R. 11" T WITH 42" H DECORATIVE IRON GUARDRAIL REFER TO DETAILS #11 & 21/A-10.1 EXTERIOR LIGHT FIXTURE SHALL BE DARK SKY COMPLIANT - REFER TO ELEVATION SHEETS TANKLESS WATER HEATER (EF 0.82, 4 GPM, 75o RISE) WITH RECIRC. INSTALL PRESSURE RELIEF VALVE WITH DRAIN TO EXTERIOR. (INSTALLATION OF WATER HEATER SHALL COMPLY WITH CHAPTER 5 OF THE UFC.) FOR ADDITIONAL INFORMATION. LOCATION FOR STACKABLE WASHER/DRYER STORAGE AREA TRASH AREA PROVIDE A RATED CEILING @ GARAGE BENEATH HABITABLE ROOMS. SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE 'X' GYPSUM BOARD OR EQUIVALENT - REFER TO DETAIL #41/A-10.0 OUTLINE OF FLOOR OVERHANG ABOVE 14 15 16 17 18 19 20 21 22 23 24 25 26 ±36" COUNTER WITH CABINETS BELOW UPPER CABINETS. VERIFY FINISH WITH OWNERS ±42" BREAKFAST BAR WITH SEATING AND 1'-0" KNEE CLEARANCE REFRIGERATOR AND ROUGH PLUMB FOR WATER IN RECESSED WALL BOX (VERIFY DIMENSIONS WITH MANUFACTURER) SLIDE-IN GAS RANGE INSTALL PER MANUF. SPEC. STOVE HOOD. INSTALL PER MANUF. SPEC. 18" WIDE DISHWASER. INSTALL PER MANUF. SPEC. WASHER. PROVIDE HOT & COLD WATER AND WASTE. INSTALL PER MANUF. SPEC. DRYER. PROVIDE 4" Ø VENT WITH LINT TRAP TO EXTERIOR. (VENT RUN SHALL COMPLY WITH MANUFACTURER AND THE 2019 CMC SECTION 504.4.2.1) DRYER/DOMESTIC MOISTURE EXHAUST VENT/DUCT. MAX LENGTH= 12'-0" WITH THREE 90º ELBOWS @ BASE PROVIDE A LINT TRAP AND BACKFLOW DAMPER @ BASE. PROPOSED DUCT LENGTH IS 4'-0" MINIMUM 100 SQUARE INCH OPENING IN DOOR OF LAUNDRY CLOSET PER 2019 CMC 504.4.1(2) ACRYLIC TUB WITH TILE WAINSCOT. PROVIDE ONE-PIECE WELDED TRAP OR ACCESS PANEL PER LOCAL CODE VANITY WITH DROP-IN SINK. INSTALL PER MANUF. SPEC. 27 28 29 30 31 32 33 34 35 36 37 38 PEDESTAL SINK (VERIFY DIMENSIONS WITH MANUFACTURER) LOW FLOW TOILET (1.28 GPF) INTERIOR WOOD FRAMED STAIRS @ 6.9 R. 11" T. 16 RISERS - REFER TO DETAILS #31 & 32/A-10.1 SLIDING GLASS DOOR. INSTALL PER MANUF. SPEC. ±42" HIGH DECORATIVE GUARD RAIL FOR JULIETTE BALCONY DASH LINE INDICATES ROOF EAVES ABOVE LOCATION OF 200 AMP ELECTRIC PANEL. REFER TO SITE UTILITY PLAN GAS METER WITH UNDERGROUND GAS LINE (VERIFY LOCATION WITH UTILITY COMPANY). REFER TO SITE UTILITY PLAN PACIFIC BELL TELEPHONE CONNECTION (VERIFY LOCATION WITH UTILITY COMPANY). REFER TO SITE UTILITY PLAN WINDOW. INSTALL PER MANUF. SPEC. SINGLE POLE AND SHELF IN CLOSETS KITCHEN SINK. INSTALL PER MANUF. SPEC. 3/8" = 1'-0" DIMENSIONAL THIRD FLOOR PLAN SCALE: 041 A-3.0DIMENSIONAL THIRDFLOOR PLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 BATH #2 BED #1 BED #2 STAIRS DN STAIRS DN DWELLING UNIT UPPER LEVEL 354 S.F. ACCESSORY DWELLING UNIT UPPER LEVEL 354 S.F. BATH #2 BED #1 BED #2 CLO. CLO. CLO. CLO. 106.33 S.F. (NET) 96.01 S.F. (NET) 47.11 S.F. (NET)47.11 S.F. (NET) 106.33 S.F. (NET) 96.01 S.F. (NET)9'-1"9'-1"5'-0"4'-4"2'-0"2'-0"10'-2" 9'-0" 5'-0" 10'-2"9'-0"6'-2"14'-0"24'-10 1/2" OVERALLSTRUCTURE33'-11" OVERALL STRUCTURE 1 1 3 3 6 6 B B E E 5 5 GENERAL FLOOR PLAN NOTES: 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 6'-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 + 8'-1" TYP. U.N.O.- REFER TO FLOOR PLANS 3/8" = 1'-0" THIRD FLOOR PLAN SCALE: 041 A-3.1THIRD FLOOR PLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 BATH #2 BED #1 BED #2 STAIRS DN STAIRS DN DWELLING UNIT UPPER LEVEL 354 S.F. ACCESSORY DWELLING UNIT UPPER LEVEL 354 S.F. BATH #2 BED #1 BED #2 CLO. CLO. CLO. CLO. 2630 2630 26402640264026402668266826682668266826684068 4068 4068 4068 3040 2640264026402640 106.33 S.F. (NET) 96.01 S.F. (NET) 47.11 S.F. (NET)47.11 S.F. (NET) 106.33 S.F. (NET) 96.01 S.F. (NET) 308030802640 264026402640*EGRESS CASEMENT *EGRESS CASEMENT 3040 1 1 3 3 B B E E 5 5 3 24 25 27 28 35 2 4 2 36 3636 36 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 6'-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 C.B.C. TABLE 720.1(3), ITEM 21-1.1 ONE HOUR RATED CEILING (AT GARAGE ONLY) BASE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIEDAT RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. WITH 1 1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C.. FACE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER WITH 1 7/8" TYPE S OR TYPE W DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12" O.C. ONE HOUR RATED PROVIDED ASSEMBLIES: HANDRAILS/GUARDRAILS: PER 2019 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" (2019 C.R.C. SECTION R311.7.8.5) 4. STAIRWAYS SHALL HAVE HANDRAILS ON AT LEAST ONE SIDE AND SHALL COMPLY WITH 2019 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 (2019 C.R.C. SECTION R312.1.1) 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". (2019 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. (2019 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 (2019 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" (2019 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. (2019 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 (2019 C.R.C. SECTION R311.7.8) NOTE: IF SEPARATION IS FLOOR-CEILING ASSEMBLY, THE CEILING AND ALL SUPPORTING BEAMS, POSTS AND WALL MUST BE PROTECTED PER 2019 C.B.C. SECTION 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 3 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. THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ITS ATTIC AREA BY MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE 'X' GYPSUM BOARD OR EQUIVALENT. DOOR OPENINGS BETWEEN A PRIVATE GARAGE AND THE DWELLING UNIT SHALL BE EQUIPPED WITH EITHER SOLID WOOD DOORS, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8 INCHES THICK, OR DOORS IN COMPLIANCE WITH 2019 CRC SECTION 302.5.1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING. GARAGE / RESIDENCE SEPERATION 2019 C.B.C 406.3.2.1 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 PURCHASE 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: NOTE: FIRE SPRINKLER RISERS SHALL BE INSTALLED INSIDE THE GARAGES IN A PROTECTIVE ENCLOSURE. INTERIOR TWO 2X6 1-HOUR FIRE RATED WALL ASSEMBLY @ 16" O.C. EXTERIOR 2X6 FRAMING WALL @ 16" O.C. WITH STUCCO FINISH EXTERIOR 2X6 1-HOUR FIRE RATED EXTERIOR WALL @ 16" O.C. WITH STUCCO FINISH INTERIOR 2X6 FRAMING WALLS @ 16" O.C. INTERIOR 2X6 FRAMING WALLS @ 16" O.C. FLOOR PLAN REFERENCE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 1-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY, STUCCO WALL. REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #33/A-10.0 NON-RATED EXTERIOR WAL ASSEMBLY - REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #44/A-10.0 1-HOUR FIRE AND STC RATED INTERIOR WALL, DOUBLE WALL ASSEMBLY - REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #23/A-10.0 INTERIOR WOOD STUD WALL - REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #34/A-10.0 1-3/8" THICK SOLID CORE WOOD, 20-MINUTE FIRE RATED DOOR, PER 2019 CRC R302.5.1 EXTERIOR STAIRS @ 6 3/4" R. 11" T. REFER TO DETAIL #11 & 12/A-10.1 EXTERIOR LIGHT FIXTURE SHALL BE DARK SKY COMPLIANT - REFER TO ELEVATION SHEETS TANKLESS WATER HEATER (EF 0.82, 4 GPM, 75o RISE) WITH RECIRC. INSTALL PRESSURE RELIEF VALVE WITH DRAIN TO EXTERIOR. (INSTALLATION OF WATER HEATER SHALL COMPLY WITH CHAPTER 5 OF THE UFC.) FOR ADDITIONAL INFORMATION. POTENTIAL LOCATION FOR STACKABLE WASHER/DRYER STORAGE AREA TRASH AREA PROVIDE A RATED CEILING @ GARAGE BENEATH HABITABLE ROOMS. SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE 'X' GYPSUM BOARD OR EQUIVALENT - REFER TO DETAIL #41/A-10.0 13 14 15 16 17 18 19 20 21 22 23 24 OUTLINE OF FLOOR OVERHANG ABOVE ±36" COUNTER WITH CABINETS BELOW UPPER CABINETS - VERIFY DIMENSIONS ON SITE ±42" BREAKFAST BAR WITH SEATING AND 1'-0" KNEE CLEARANCE REFRIGERATOR AND ROUGH PLUMB FOR WATER IN RECESSED WALL BOX (VERIFY DIMENSIONS WITH MANUFACTURER) SLIDE-IN GAS RANGE (VERIFY DIMENSIONS WITH MANUFACTURER) STOVE HOOD - VERIFY DIMENSIONS WITH MANUFACTURER 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 THE 2019 CMC SECTION 504.4.2.1) DRYER/DOMESTIC MOISTURE EXHAUST VENT/DUCT. MAX LENGTH= 12'-0" WITH THREE 90º ELBOWS @ BASE PROVIDE A LINT TRAP AND BACKFLOW DAMPER @ BASE. PROPOSED DUCT LENGTH IS 4'-0" MINIMUM 100 SQUARE INCH OPENING IN DOOR OF LAUNDRY CLOSET PER 2019 CMC 504.4.1(2) ACRYLIC TUB WITH TILE WAINSCOT. PROVIDE ONE-PIECE WELDED TRAP OR ACCESS PANEL PER LOCAL CODE 25 26 27 28 29 30 31 32 33 34 35 36 VANITY WITH DROP-IN SINK (VERIFY DIMENSIONS WITH MANUFACTURER) PEDESTAL SINK (VERIFY DIMENSIONS WITH MANUFACTURER) LOW FLOW TOILET (1.28 GPF) INTERIOR WOOD FRAMED STAIRS @ 6 3/8" R. 11" T. 16 RISERS - REFER TO DETAIL #31 & 32/A-10.1 SLIDING GLASS DOOR TO BALCONY (VERIFY DIMENSIONS WITH MANUFACTURER) ±42" HIGH GUARD RAIL AT JULIETTE BALCONY 200 AMP ELECTRIC METER (VERIFY LOCATION WITH UTILITY COMPANY) GAS METER WITH UNDERGROUND GAS LINE (VERIFY LOCATION WITH UTILITY COMPANY) PACIFIC BELL TELEPHONE CONNECTION (VERIFY LOCATION WITH UTILITY COMPANY) 200 AMP ELECTRICAL PANELS (VERIFY LOCATION WITH UTILITY COMPANY) SINGLE POLE AND SHELF IN CLOSETS ALL EMERGENCY EGRESS OPENINGS SHALL HAVE A MINIMUM CLEAR WIDET OF 20" AND A CLEAR OPENIGN HEIGHT OF 24" AND THE SILL HEIGHT TO BE A MAX 44" ABOVE THE FLOOR, COMPLIANT WITH CRC 2019 SECTION 310.2. ALL OPENINGS TO FUCNTION HAS A VERTICAL SINGLE HUNG WINDOW 3/8" = 1'-0" ROOF PLAN SCALE: 041 A-7.0ROOF PLANANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 STAIRS UP STAIRS UP STAIRS DN STAIRS DN REF.REF.DWDW 2% SLOPE 2:12 SLOPE2:12 SLOPE2:12 SLOPE RIDGE2:12 SLOPE1 1 3 3 6 6 A A B B D.1 D.1 E E 5 5 1 8 9 4 7 5 10 11 6 4 8 9 1 32 3 2 4 11 5 12 32 12 ROOF REFERENCE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 OUTLINE OF ROOF ROOF, 2:12 SLOPE, WITH PVC MEMBRANE WITH SBS UNDERLAYMENT CLAY TILE SHINGLES OVER ROOF TRUSSES INDICATES FOOTPRINT OF BUILDING LOW PROFILE ROOF VENTS, 16" X 16" VENTS MODEL #SB2021 FROM BRANDGUARD VENTS. NET FREE VENTILATION AREA (NFVA) = 86 SQUARE INCHES - REFER TO CALCULATIONS AND SPECIFICATIONS ON THIS SHEET - REFER TO DETAIL #22/A-10.0 UNDEREAVE VENT, 3" FIREPLUG VENT MODEL #FP2021 FROM BRANDGUARD VENTS. NET FREE VENTILATION AREA (NFVA) = 2 SQUARE INCHES - REFER TO CALCULATIONS AND SPECIFICATIONS ON THIS SHEET SOFFIT VENT, 3" X 120" VENTS MODEL #CA2021-PG FROM BRANDGUARD VENTS. NET FREE VENTILATION AREA (NFVA) = 120 SQUARE INCHES - REFER TO CALCULATIONS AND SPECIFICATIONS ON THIS SHEET - REFER TO DETAIL #12/A-10.0 GALVANIZED METAL GUTTER, PAINT TO MATCH FASCIA - REFER TO EXTERIOR FINISHES SECTION ON SHEET A-9.0/9.1 GALVANIZED METAL DOWNSPOUT, PAINTED PAINT TO MATCH ADJACENT FINISH - REFER TO EXTERIOR FINISHES SECTION ON SHEET A-9.0/9.1 OUTLINE OF THE EYEBROW ROOF BELOW - REFER TO DETAIL #42/A-10.0 PLUMBING VENT OUTLINE OF THE EYEBROW ROOF AWNING OVER MAIN ENTRY BELOW - REFER TO DETAIL #42/A-10.0 AREA A: ATTIC REQUIRED: 1016 SQ. FT.x 144 SQ.IN./SQ.FT.x 1 = 975 SQ.IN. 150 PROPOSED: ROOF VENTILATION MANUFACTURER: BRANDGUARD VENTS MODEL: HIGH PROFILE CLAY TILE; DORMER VENTS, MODEL #DV2041 (FOR "S" TILES) 86 SQ.IN. / LOC.x 10 LOC.=860 SQ.IN. SOFFIT VENTILATION MANUFACTURER: BRANDGUARD VENTS MODEL: 3" X 120" SOFFIT VENT MODEL #CS2011-PG 120 SQ.IN. / LOC.x 1 LOC.=120 SQ.IN. SOFFIT VENTILATION MANUFACTURER: BRANDGUARD VENTS MODEL: 3" FIREPLUG VENT MODEL #FP2021 2 SQ.IN. / LOC.x 6 LOC.=12 SQ.IN. TOTAL PROPOSED = 992 SQ.IN. (MIN.) 992 SQ. IN.≥975 SQ. IN.\O.K. 2019 C.B.C. 1202.2.1: 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, 2019 C.B.C. A. B. UNDERLAYMENT ROOFING: ROOF SLOPE: TYPE: REFER TO ROOF NOTE THIS SHEET TYPE: REFER TO NOTE THIS SHEET SLOPE: 2:12C. FLASH CRICKETS AND VALLEYS IN ACCORDANCE WITH 2019 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 (2019 C.B.C. SECTION 1203.1) 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. TYPE: REFER TO ROOF NOTE THIS SHEET 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 GALVANIZED METAL GUTTER. 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. 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. (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 3” x 120” Soffit Vent Model # CS2011-PG KEY SPECIFICATION Product Spec Sheet Soffit Vents Model Size W x L NFVA Provided (Sq in) Flanges Available Flange Definition Weight CS2011-PG 3” x 120” 120 Plaster Ground J Channel with 7/8” Setback 11 lbs Custom sizes/materials AVAILABLE BENEFITS: BRANDGUARD VENTS Inc. 6 Rancho Circle, Lake Forest, CA 92630 T: 949-305-8059 E: info@brandguardvents.com www.BRANDGUARDVENTS.com Exterior View Side View 7/8” 7/8” 3” 3” 3” •Safety vents that are used in areas prone to wildfires, wind driven rain, or wind driven snow. •Triple Protection (Patented) •Overlapping baffles resist embers, flames and radiant heat •,eat activated Intumescent Strips expand Θ seal openings during extreme fire conditions •1/16" mesh on back side of vent for additional ember and bug protection •thI Approved for use throughout California and beyond ;Calfire BML Approval η 8165-2232:0502Ϳ •Tested and Listed to ASTM E2886/2912 •1 hour Fire Rated per ASTM E119 •Air Flows through normally •Also Prevents Rodent Entry •Easy to Install, Retrofit and Paint STANDARD MATERIALS ASTM A653/A653M- G90 hot dipped galvanized steel, 26GA ASTM D9092- mill phosphatized coating for painting. IF BONDERIZED ASTM b370- Sheet Copper, 16oz and 20oz IF GALVANIZED .0625 x.0625 hot dipped galvanized 23ga wire mesh Installation: Install like any other similar Ventilator Product on the market. Product Spec Sheet KEY SPECIFICATION BRANDGUARD VENTS Inc. 6 Rancho Circle, Lake Forest, CA 92630 T: 949-481-5300 E: info@brandguardvents.com www.BRANDGUARDVENTS.com 3” Fireplug Vent Model # FP2021 Eave Vents Model Size W x L NFVA Provided Flanges Available Flange Definition Weight FP2021 2-7/8” diameter 2 sq in 1/2" Flange Front Flange Front 0.5 lbs Continuous Soffit and Custom sizes/materials AVAILABLE BENEFITS: •Safety vents that are used in areas prone to wildfires, wind driven rain, or wind driven snow. •Overlapping Baffle Protection (Patented) plus 1/16" mesh plate on the back side •Air Flows through normally •Compliant with ASTM E2886/2912 Tests for flames, embers and radiant heat •Approved for use throughout California and beyond (Calfire BML Approval # 8165-2232:0501) •Anti-Clogging •Prevents Rodent Entry •20 Year Warranty •Easy to Install, Retrofit and Paint (comes with pre-drilled holes) STANDARD MATERIALS ASTM A653/A653M- G90 hot dipped galvanized steel, 26GA ASTM D9092- mill phosphatized coating for painting. IF BONDERIZED ASTM b370- Sheet Copper, 16oz and 20oz IF GALVANIZED .025 x.025 hot dipped galvanized 23ga wire mesh Installation: Install with the "T" at the top. See website: www.brandguardvents.com for installation instructions and video. Product is intended to be used only under a roof overhang inserted into 2x blocking/frieze block. It is not intended to be used on a sidewall without a protective roof overhang. Product Spec Sheet KEY SPECIFICATION BRANDGUARD VENTS Inc. 6 Rancho Circle, Lake Forest, CA 92630 T: 949-481-5300 E: info@brandguardvents.com www.BRANDGUARDVENTS.com SUB BASE FOR DORMER, TURBINE, LOW PROFILE OR OTHER ROOF VENTS Model # SB2021* *NOT TO BE USED WITH Brandguard Dormer Vents Sub Base for Dormer Vents Model Size W x H NFVA Provided Flanges Available Flange Definition Weight * To be used with Dormer, Turbine, or other Field Vents SB2021 16” x 16” 86 Standard As Shown 6lbs CUSTOM SIZES and materials AVAILABLE BENEFITS:  Safety vents that are used in areas prone to wildfires, wind driven rain, or wind driven snow.  Overlapping Baffle Protection (Patented) o Air Flows through normally o Resists the intrusion of Flame and Embers, Wind Driven Rain and Wind Driven Snow  WUI Compliant and with California Ch7a Building Code  Anti -Clogging Overlapping Baffles plus 1/8” mesh on back side of vent  Prevents Rodent Entry  20 Year FULL Warranty  Easy to Install, from inside or outside the attic STANDARD MATERIALS ASTM A653/A653M- G90 hot dipped galvanized steel, 26GA ASTM D9092- mill phosphatized coating for painting. IF BONDERIZED ASTM b370- Sheet Copper, 16oz and 20oz IF GALVANIZED .025 x.025 hot dipped galvanized 23ga wire mesh 041 A-8.0SECTIONANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 136245 SECTION Scale: 1/4" = 1'-0"2 31565 41112217 13192210 16 20211 ATTIC POWDER ROOM POWDER ROOM LIVING ROOM LIVING ROOM BED #2 CLO.BED #2CLO. TENANT CARPORT STO.8'-1"8'-1"8'-1"FINISHED FLOOR 252.00' SECOND F.F. 9'-3 1/8" THIRD F.F. 18'-5 1/8" CLG. HEIGHT 26'-6 1/8" ROOF HEIGHT 30'-0 3/4" CLG. HEIGHT 17'-4 1/8" CLG. HEIGHT 8'-1" MAXIMUM BUILDING HEIGHT 285.52' AVG. (E) GRADE 250.52'30'-1"31'-6"35'-0"MAXIMUM BUILDING HEIGHT1.DOORS, WINDOWS AND STOREFRONT SYSTEMS TO BE PER APPLICABLE SCHEDULE. REFER TO FLOOR PLANS FOR IDENTIFICATION. 2.WALL ASSEMBLIES TO BE PER FLOOR PLAN. 3.REFER TO ROOF PLAN FOR ROOF PITCH. 4.ELEVATION MEASURED FROM GROUND FINISH FLOOR, UNO. GENERAL SECTION NOTES: FIRE BLOCK STUD WALLS (AT 10FT. INTERVALS [HORIZONTAL & VERTICAL]), ENCLOSED AND CONCEALED SPACES, AND AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, BETWEEN ATTIC AND CHIMNEY CHASE, AT STAIR STRINGERS, AND SIMILIAR PLACES AT CEILING AND FLOOR LEVELS. WATERPROOFING OF THE EXTERIOR SURFACE OF THE RETAINING WALLS, TO BE BACKFILLED, SHALL RECEIVE (2) COATS PF AQUASEAL WATERPROOF FOUNDATION COATING & (2) BRUSHCOATS OF THOROSEAL. 1. EACH COAT SHALL CONSIST OF (2 SACK) FOUNDATION COATS OF "THOROSEAL GRAY" WITH A MIXING OF (1) GAL. "ACRYL" TO (1) GAL. OF WATER. 2. APPLY TO CLEAN WALL SURFACE W/ A 10 INCH BROWN HANDLE BRUSH OR BEAVER BRUSH PER "THORO SYSTEM" SPECIFICATIONS. 3. LET APPLIED MATERIAL SET FOR 48 HRS. 4. COVER FOUNDATION WALL W/ 2 PARTS EPOXY PRIMER. 5. APPLY (2) COATS (90 MIL.) OF "AQUASEAL" (BLACK RUBBERIZED TAR) OVER PRIMER W/ 2:1 MIX OF (2) PARTS 'A' TO ONE PART 'B'. 6. PLACE "MIRAFI" MIRADRAIN 6000 PROTECTION BOARD OVER AQUASEAL. LOS ANGELES RESEARCH REPORTS: 25494, 25164, 25302, 25094, 24783. 7. BACKFILL W/ MIN. 12" GRAVEL FILL. NOTE: TAKE CARE NOT TO MOVE, DAMAGE OR DRAG PROTECTION BOARD. FIRE BLOCKING: MOISTURE BARRIER PROTECTION: INSULATION NOTE: R: 30 BATT INSULATION @ OPEN CEILING TRUSSES R: 30 BATT INSULATION @ CEILING OF ATTIC SPACES R: 13 BATT INSULATION @ WALLS SECTION REFERENCE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY, STUCCO WALL. REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #33/A-10.0 NON-RATED EXTERIOR WALL ASSEMBLY - REFER TO WALL LEGEND ON THIS SHEET AND DETAIL #44/A-10.0 1-HOUR FIRE RATED WALL AND STC RATED INTERIOR WAL, DOUBLE WALL ASSEMBLY - REFER TO DETAIL #23/A-10.0 INTERIOR WOOD STUD WALL - REFER TO WALL LEGEND ON FLOOR PLANS AND DETAIL #34/A-10.0 DOOR PER PLAN - REFER TO FLOOR PLAN FOR MEASUREMENTS WINDOW PER PLAN - REFER TO FLOOR PLAN FOR MEASUREMENTS CONCRETE LANDING - SLOPE 2% MINIMUM AWAY FROM STRUCTURE - SMOOTH BROOM FINISH EXTERIOR WOOD STAIRCASE @ 6 3/4" R. 11" T. REFER TO DETAILS #11 & 21/A-10.1 EXTERIOR WALL SCONCE, DARK SKY COMPLIANT - REFER TO EXTERIOR LIGHTING SPECIFICATIONS ON A-9.0 TANKLESS WATER HEATER (EF 0.82, 4 GPM, 75o RISE) WITH RECIRC. INSTALL PRESSURE RELIEF VALVE WITH DRAIN TO EXTERIOR. (INSTALLATION OF WATER HEATER SHALL COMPLY WITH CHAPTER 5 OF THE UFC) FOR ADDITIONAL INFORMATION CONCRETE FLOOR WITH GREENKOAT SURFACE COATING - 2% SLOPE MINIMUM TO DRAIN AWAY FROM STRUCTURE PROVIDE A RATED CEILING @ GARAGE BENEATH HABITABLE ROOMS. SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE 'X' GYPSUM BOARD OR EQUIVALENT - REFER TO DETAIL #41/A-10.0 METAL GUTTER AND DOWNSPOUT - PAINTED TO MATCH FASCIA AND EXTERIOR WALLS. ROOF TRUSSES - REFER TO STRUCTURAL SHEETS CLAY TILE ON ROOF STRUCTURE - REFER TO ROOF PLAN ON SHEET A-7.0 FOR MORE INFORMATION ROOF 2:12 SLOPE - REFER TO ROOF PLAN ON SHEET A-7.0 FOR MORE INFORMATION INTERIOR WOOD FRAMED STAIRCASE @ 6 3/8" R. 11" T. 16 RISERS - REFER TO DETAIL #31 & 32/A-10.1 ±42" HIGH GUARD RAIL AT JULIETTE BALCONY ATTIC AREA WITH R-30 BATT INSULATION LOW PROFILE ROOF VENTS, 16" X 16" VENTS MODEL #SB2021 FROM BRANDGUARD VENTS. NET FREE VENTILATION AREA (NFVA) = 86 SQUARE INCHES - REFER TO CALCULATIONS AND SPECIFICATIONS ON SHEET A-7.0 FOR MORE INFORMATION - REFER TO DETAIL #22/A-10.0 UNDEREAVE VENT, 3" FIREPLUG VENT MODEL #FP2021 FORM BRANDGUARD VENTS. NET FREE VENTILATION AREA (NFVA) = 2 SQUARE INCHES - REFER TO CALCULATIONS AND SPECIFICATIONS ON SHEET A-7.0 FOR MORE INFORMATION SOFFIT VENT, 3" X 120" VENTS MODEL #CA2021-PG FROM BRANDGUARD VENTS. NET FREE VENTILATION AREA (NFVA) = 120 SQUARE INCHES - REFER TO CALCULATIONS AND SPECIFICATIONS ON SHEET A-7.0 FOR MORE INFORMATION - REFER TO DETAIL #12/A-10.0 EYEBROW ROOF - REFER TO ROOF PLAN ON SHEET A-7.0 FOR MORE INFORMATION POWDER KITCHENKITCHEN MAIN ENTRY MAIN ENTRY POWDER STAIRS UP STAIRS UP STAIRS DN STAIRS DN LIVING DWELLING UNIT (2-BED) 421 S.F. LIVING ACCESSORY DWELLING UNIT (2-BED) 421 S.F.REF.REF.DWDW3068 306840364036 26405068 5068286828683080264026402640 26402640264026403080 SECTION CUT KEY Scale: 1/8" = 1'-0"1 3 A-8.0 3 A-8.0 2 A-8.0 2 A-8.0 ABCD.1ED.2 SECTION Scale: 1/4" = 1'-0"3 81565411121713199 7 16 201823 1 ATTIC POWDER ROOM LIVING ROOM BATHROOM #2 CARPORT 2 FINISHED FLOOR 252.00' SECOND F.F. 9'-3 1/8" THIRD F.F. 18'-5 1/8" T.O. PLATE 17'-4 1/8" T.O. PLATE 8'-1" THIRD F.F. 26'-6 1/8" THIRD F.F. 30'-0 3/4"8'-1"8'-1"8'-1"MAXIMUM BUILDING HEIGHT 285.52' AVG. (E) GRADE 250.52'35'-0"MAXIMUM BUILDING HEIGHT1/4" = 1'-0" SECTIONS SCALE: 1/4" = 1'-0" ELEVATIONS SCALE: 041 A-9.0ELEVATIONANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 BD.1E NORTHEAST VIEW Scale: 1/4" = 1'-0"3 4818 7171214 621112692228245 AVG. (E) GRADE 250.52' 5'-0"PROPERTY LINE6'-0" 7'-0" 8'-0" 9'-0"35'-0"MAXIMUM BUILDING HEIGHTF.F. 252.00' GARAGE CLG, 8'-1" ROOF HEIGHT 30'-0 3/4" SECOND F.F. 9'-3 1/8" CEILING HEIGHT 17'-4 1/8" THIRD F.F. 18'-5 1/8" CEILING HEIGHT 26'-6 1/8"8'-1"8'-1"8'-1"6'-8"MAXIMUM BUILDING HEIGHT 285.52' 13 23 252325 19 2'-7"5'-0"PROPERTY LINE6'-0" 7'-0" 8'-0" 9'-0" 135 NORTHWEST VIEW Scale: 1/4" = 1'-0"1 48 18 1971712141562131110269 272816245 1440A 1440B 12 2 12 2 7 AVG. (E) GRADE 250.52' 5'-0"PROPERTY LINE6'-0" 7'-0" 8'-0" 9'-0"35'-0"MAXIMUM BUILDING HEIGHTF.F. 252.00' GARAGE CLG. 8'-1" SECOND F.F. 9'-3 1/8" THIRD F.F. 18'-5 1/8" ROOF HEIGHT 30'-0 3/4" CEILING HEIGHT 26'-6 1/8"6'-8"SECOND F.F. 17'-4 1/8"8'-1"8'-1"8'-1"MAXIMUM BUILDING HEIGHT 285.52' 6 23 13 16'-11" DWELLING UNIT 16'-11" ADU 2'-7"2'-7"(N) SURFACE MOUNT ROOF VENTS. REFER TO ROOF PLAN. EXTERIOR FINISHES AND COLOR SHALL BE VERIFIED WITH THE OWNER PRIOR TO APPLICATION, WHETHER SPECIFIED ON THE PLANS OR NOT. EXTERIOR ELEVATION GENERAL NOTES: EXTERIOR LIGHTING SPECIFICATION: STYLE # 66411 - BLACK - METAL CONSTRUCTION - 8.9W LED - MEASURES 14 1/2" HIGH. 12 5/8" WIDE - EXTENDS 13 1/2" FROM THE WALL NOTE: ALL LIGHTING FIXTURES SHALL BE SHIELDED OR RECESSED TO MINIMIZE LIGHT BLEED TO ADJOINING PROPERTIES. EACH LIGHT FIXTURES SHALL BE DIRECTED DOWNWARD AND AWAY FROM ADJOINING PROPERTIES AND PUBLIC RIGHT OF WAY, SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY'S OUTDOOR LIGHTING STANDARDS. BEGA 14 1/2" HIGH BLACK OUTDOOR WALL LIGHT 7.FLASHING: PROVIDE FLASHING AND COUNTER- FLASHING PER 2019 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 18 19 20 21 22 23 24 25 26 27 28 1-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY, STUCCO WALL - REFER TO WALL LEGEND ON SHEET A-1.1 AND DETAIL #33/A-10.0 NON-RATED EXTERIOR WALL ASSEMBLY - REFER TO WALL LEGEND ON SHEET A-1.1 AND DETAIL #44/A-10.0 3/4-HOUR FIRE RATED OPENING @ DOORWAY ALONG 1-HOUR FIRE RATED WALL PER 2019 CBC 705.8.2 DOOR - REFER TO SHEET A-1.1 FOR MEASUREMENTS WINDOW - REFER TO SHEET A-1.1 FOR MEASUREMENTS CONCRETE LANDING - SLOPE 2% MINIMUM AWAY FROM STRUCTURE; SMOOTH BROOM FINISH EXTERIOR STAIRS @ 6 3/4" R. 11" T. REFER TO DETAILS #11 & 21/A-10.1 EXTERIOR LIGHT FIXTURE, DARK SKY COMPLIANT - REFER TO LIGHTING SPECIFICATIONS ON THIS SHEET FOR MORE INFORMATION TANKLESS WATER HEATER (EF 0.82, 4 GPM. 75o RISE) WITH RECIRC. INSTALL PRESSURE RELIEF VALVE WITH DRAIN TO EXTERIOR. (INSTALLATION OF WATER HEATER SHALL COMPLY WITH CHAPTER 5 OF THE UFC) FOR ADDITIONAL INFORMATION ADDRESS MOUNTED ON BUILDING SURFACE. 5" HEIGHT MINIMUM EYEBROW ROOF ROOF WITH 2:12 SLOPE. REFER TO SHEET A-7.0 FOR MORE INFORMATION CLAY TILE ROOF LOW PROFILE ROOF VENTS, 16" X 16" VENTS MODEL #SB2021 FORM BRANDGUARD VENTS. NET FREE VENTILATION AREA (NFVA) = 86 SQUARE INCHES - REFER TO CALCULATIONS AND SPECIFICATIONS ON SHEET A-7.0 - REFER TO DETAIL #22/A-10.0 UNDEREAVE VENT, 3" FIREPLUG VENT MODEL #FP2021 FROM BRANDGUARD VENTS. NET FREE VENTILATION AREA (NFVA) = 2 SQUARE INCHES - REFER TO CALCULATIONS AND SPECIFICATIONS ON SHEET A-7.0 SOFFIT VENT, 3" X 120" VENTS MODEL #CA2021-PG FROM BRANDGUARD VENTS. NET FREE VENTILATION AREA (NFVA) = 120 SQUARE INCHES - REFER TO CALCULATIONS AND SPECIFICATIONS ON SHEET A-7.0 - REFER TO DETAIL #12/A-10.0 PLUMBING VENT GALVANIZED METAL GUTTER - PAINTED TO MATCH BUILDING FASCIA GALVANIZED METAL DOWNSPOUT - PAINTED TO MATCH EXTERIOR COLOR OF WALLS ROOF EAVES, 1'-0" ALL AROUND BUILDING SLIDING GLASS DOOR (VERIFY DIMENSIONS WITH MANUFACTURER) ±42" HIGH GUARD RAIL AT JULIETTE BALCONY STUCCO FINISH - COLOR: TO MATCH EXISTING OFFICE STUCCO FASCIA FINISH - COLOR: DARK FOREST GREEN RAILINGS AND METAL - COLOR: POWDER COATED BLACK GAS METER WITH UNDERGROUND GAS LINE (VERIFY LOCATION WITH UTILITY COMPANY) 200 AMP ELECTRICAL PANELS (VERIFY LOCATION WITH UTILITY COMPANY) PACIFIC BELL TELEPHONE CONNECTION (VERIFY LOCATION WITH UTILITY COMPANY) EXT-1 EXT-2 T-1 1/4" = 1'-0" ELEVATIONS SCALE: 041 A-9.1ELEVATIONANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 1 3 65 SOUTHEAST VIEW Scale: 1/4" = 1'-0"3 481819171214 1521316 269222728245 F.F. 252.00' T.O.P. @ DU 30'-0 3/4" GARAGE CLG. 8'-1" 16'-11" DWELLING UNIT 16'-11" ADU 35'-0"MAXIMUM BUILDING HEIGHT7'-0"12 2 12 2 SECOND F.F. 9'-3 1/8" THIRD F.F. 18'-5 1/8" CEILING HEIGHT 26'-6 1/8" CEILING HEIGHT 17'-4 1/8" 5'-0"PROPERTY LINE6'-0" 7'-0" 8'-0" 9'-0" AVG. (E) GRADE 250.52'8'-1"8'-1"8'-1"MAXIMUM BUILDING HEIGHT 285.52' 21132325 5'-0"PROPERTY LINE6'-0" 7'-0" 8'-0" 9'-0" 11 11 5'-0"PROPERTY LINE6'-0" 7'-0" 8'-0" 9'-0" B E SOUTHWEST VIEW Scale: 1/4" = 1'-0"4 4 8 18 19717121462 20 2227112451 35'-0"MAXIMUM BUILDING HEIGHTGARAGE CLG. 8'-1" SECOND F.F. 9'-3 1/8" CEILING HEIGHT 17'-4 1/8" THIRD F.F. 18'-5 1/8" THIRD F.F. 26'-6 1/8" THIRD F.F. 30'-0 3/4" AVG. (E) GRADE 250.52' F.F. 252.00'8'-1"8'-1"8'-1"MAXIMUM BUILDING HEIGHT 285.52' 13 2325 23 11 2'-7"2'-7"2'-7"2'-7"(N) SURFACE MOUNT ROOF VENTS. REFER TO ROOF PLAN. EXTERIOR FINISHES AND COLOR SHALL BE VERIFIED WITH THE OWNER PRIOR TO APPLICATION, WHETHER SPECIFIED ON THE PLANS OR NOT. EXTERIOR ELEVATION GENERAL NOTES: EXTERIOR LIGHTING SPECIFICATION: STYLE # 66411 - BLACK - METAL CONSTRUCTION - 8.9W LED - MEASURES 14 1/2" HIGH. 12 5/8" WIDE - EXTENDS 13 1/2" FROM THE WALL NOTE: ALL LIGHTING FIXTURES SHALL BE SHIELDED OR RECESSED TO MINIMIZE LIGHT BLEED TO ADJOINING PROPERTIES. EACH LIGHT FIXTURES SHALL BE DIRECTED DOWNWARD AND AWAY FROM ADJOINING PROPERTIES AND PUBLIC RIGHT OF WAY, SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY'S OUTDOOR LIGHTING STANDARDS. BEGA 14 1/2" HIGH BLACK OUTDOOR WALL LIGHT 7.FLASHING: PROVIDE FLASHING AND COUNTER- FLASHING PER 2019 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 18 19 20 21 22 23 24 25 26 27 28 1-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY, STUCCO WALL - REFER TO WALL LEGEND ON SHEET A-1.1 AND DETAIL #33/A-10.0 NON-RATED EXTERIOR WALL ASSEMBLY - REFER TO WALL LEGEND ON SHEET A-1.1 ADN DETAIL #44/A-10.0 3/4-HOUR FIRE RATED OPENING @ DOORWAY ALONG 1-HOUR FIRE RATED WALL PER 2019 CBC 705.8.2 DOOR - REFER TO SHEET A-1.1 FOR MEASUREMENTS WINDOW - REFER TO SHEET A-1.1 FOR MEASUREMENTS CONCRETE LANDING - SLOPE 2% MINIMUM AWAY FROM STRUCTURE; SMOOTH BROOM FINISH EXTERIOR STAIRS @ 6 3/4" R. 11" T. REFER TO DETAILS #11 & 21/A-10.1 EXTERIOR LIGHT FIXTURE, DARK SKY COMPLIANT - REFER TO LIGHTING SPECIFICATIONS ON THIS SHEET FOR MORE INFORMATION TANKLESS WATER HEATER (EF 0.82, 4 GPM. 75o RISE) WITH RECIRC. INSTALL PRESSURE RELIEF VALVE WITH DRAIN TO EXTERIOR. (INSTALLATION OF WATER HEATER SHALL COMPLY WITH CHAPTER 5 OF THE UFC) FOR ADDITIONAL INFORMATION ADDRESS MOUNTED ON BUILDING SURFACE. 5" HEIGHT MINIMUM EYEBROW ROOF ROOF WITH 2:12 SLOPE. REFER TO SHEET A-7.0 FOR MORE INFORMATION CLAY TILE ROOF LOW PROFILE ROOF VENTS, 16" X 16" VENTS MODEL #SB2021 FROM BRANDGUARD VENTS. NET FREE VENTILATION AREA (NFVA) = 86 SQUARE INCHES - REFER TO CALCULATIONS AND SPECIFICATIONS ON SHEET A-7.0 - REFER TO DETAIL #22/A-10.0 UNDEREAVE VENT, 3" FIREPLUG VENT MODEL #FP2021 FROM BRANDGUARD VENTS. NET FREE VENTILATION AREA (NFVA) = 2 SQUARE INCHES - REFER TO CALCULATIONS AND SPECIFICATIONS ON SHEET A-7.0 SOFFIT VENT, 3" X 120" VENTS MODEL #CA2021-PG FROM BRANDGUARD VENTS. NET FREE VENTILATION AREA (NFVA) = 120 SQUARE INCHES - REFER TO CALCULATIONS AND SPECIFICATIONS ON SHEET A-7.0 - REFER TO DETAIL #12/A-10.0 PLUMBING VENT GALVANIZED METAL GUTTER - PAINTED TO MATCH BUILDING FASCIA GALVANIZED METAL DOWNSPOUT - PAINTED TO MATCH EXTERIOR COLOR OF WALLS ROOF EAVES, 1'-0" ALL AROUND BUILDING SLIDING GLASS DOOR TO OUTSIDE (VERIFY DIMENSIONS WITH MANUFACTURER) ±42" HIGH GUARD RAIL AT JULIETTE BALCONY STUCCO FINISH - COLOR: TO MATCH EXISTING OFFICE STUCCO FASCIA FINISH - COLOR: DEEP FOREST GREEN RAILINGS AND METAL - COLOR: POWDER COATED BLACK GAS METER WITH UNDERGROUND GAS LINE (VERIFY LOCATION WITH UTILITY COMPANY) 200 AMP ELECTRICAL PANELS (VERIFY LOCATION WITH UTILITY COMPANY) PACIFIC BELL TELEPHONE CONNECTION (VERIFY LOCATION WITH UTILITY COMPANY) EXT-1 EXT-2 T-1 1/4" = 1'-0" COLORED ELEVATIONS SCALE: 041 A-9.2COLOREDELEVATIONSANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 NORTHEAST VIEW Scale: 1/4" = 1'-0"6 NORTHWEST VIEW Scale: 1/4" = 1'-0"5 1440A 1440B 12 2 12 2 SOUTHEAST VIEW Scale: 1/4" = 1'-0"7 12 2 12 2 SOUTHWEST VIEW Scale: 1/4" = 1'-0"8 EXTERIOR LIGHTING SPECIFICATION: STYLE # 66411 - BLACK - METAL CONSTRUCTION - 8.9W LED - MEASURES 14 1/2" HIGH. 12 5/8" WIDE - EXTENDS 13 1/2" FROM THE WALL NOTE: ALL LIGHTING FIXTURES SHALL BE SHIELDED OR RECESSED TO MINIMIZE LIGHT BLEED TO ADJOINING PROPERTIES. EACH LIGHT FIXTURES SHALL BE DIRECTED DOWNWARD AND AWAY FROM ADJOINING PROPERTIES AND PUBLIC RIGHT OF WAY, SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY'S OUTDOOR LIGHTING STANDARDS. BEGA 14 1/2" HIGH BLACK OUTDOOR WALL LIGHT EXTERIOR FINISHES: MANU: MATCH COLOR WITH EXISTING OFFICE BUILDING TYPE: PAINT COLOR: OFF-WHITE/BEIGE EXTERIOR WALLS MANU: TBD TYPE: PAINT COLOR: DARK FOREST GREEN MANU: TBD TYPE: POWDER COATING COLOR: BLACK EXT-1 EXT-2 T-1 EXTERIOR TRIM EXTERIOR RAILINGS & METALS CALIFORNIA SPANISH ARCHITECTURE HAVE AN ATTRACTIVE SIMPLICITY OF FORM. CHARACTERISTICS THAT DEFINE CALIFORNIA SPANISH ARCHITECTURE ARE FOLLOWING: 1. LOW PITCH VARIGATED SPANISH ROOF TILES 2. SMOOTH STUCCO EXTERIOR FINISH 3. WROUGHT IRON GRILLE-WORK AT EXTERIOR STAIRCASE AND AT JULIETTE STYLE DECK 4. HEAVY WOODEN DOORS APPLIED AT GARAGE DOORS 5. ACCENT COLOR AT WINDOWS. DARK GREEN WINDOWS AND DOORS TO MATCH THE EXISTING STRUCTURE. 6. EXTERIOR DECORATIVE TRIM BANDING AT UNDERSIDE OF ROOF EAVE, AND BETWEEN FIRST AND SECOND FLOOR 7. DECORATIVE LINTEL AT ALL WINDOWS 8. CLASSIC RED CLAY TILE AT STAIR AND PATIO CALIFORNIA SPANISH STYLE DESIGN ELEMENTS 041 A-9.3ELEVATIONANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 041 A-10.0ARCHITECTURALDETAILSANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 MOISTURE BARRIER PROTECTION WATERPROOFING OF THE EXTERIOR SURFACE OF THE RETAINING WALLS, TO BE BACKFILLED, SHALL RECEIVE (2) COATS PF AQUASEAL WATERPROOF FOUNDATION COATING & (2) BRUSHCOATS OF THOROSEAL. 1.EACH COAT SHALL CONSIST OF (2 SACK) FOUNDATION COATS OF "THOROSEAL GRAY" WITH A MIXING OF (1) GAL. "ACRYL" TO (1) GAL. OF WATER. 2.APPLY TO CLEAN WALL SURFACE W/ A 10 INCH BROWN HANDLE BRUSH OR BEAVER BRUSH PER "THORO SYSTEM" SPECIFICATIONS. 3.LET APPLIED MATERIAL SET FOR 48 HRS. 4.COVER FOUNDATION WALL W/ 2 PARTS EPOXY PRIMER. 5.APPLY (2) COATS (90 MIL.) OF "AQUASEAL" (BLACK RUBBERIZED TAR) OVER PRIMER W/ 2:1 MIX OF (2) PARTS 'A' TO ONE PART 'B'. 6.PLACE "MIRAFI" MIRADRAIN 6000 PROTECTION BOARD OVER AQUASEAL. LOS ANGELES RESEARCH REPORTS: 25494, 25164, 25302, 25094, 24783. 7.BACKFILL W/ MIN. 12" GRAVEL FILL. NOTE: TAKE CARE NOT TO MOVE, DAMAGE OR DRAG PROTECTION BOARD. ROOFING PER PLAN O/ WEATHER RESISTANT BARRIER EXTERIOR GRADE PLYWOOD SHEATHING PRE-FAB TRUSS 2X BLKG AS REQUIRED FASCIA PER ROOF PLAN 22 GA. GALVANIZED METAL FLASHING AND GUTTER PAINT TO MATCH FASCIA STUCCO FINISH - REFER TO SHEET A-9.2 FOR MORE INFORMATION REFER TO ROOF PLAN NOTE: FASCIA BOARDS SHALL BE 'ADVANTAGE' FJ CLR PINE (PRIMED) - PAINTED, TYP. I-JOISTS- REFER TO STRUCTURAL CLG HT. (2) LAYERS, 1/2" TYPE 'X' GYPSUM BOARD, SCREWED DIRECT PER NOTE THIS DETAIL FINISH FLOOR INSULATION PER ENERGY REQ. GA-600-2021 FIRE RESISTANCE DESIGN MANUAL GAFILE NO. FC 5011 C.B.C. TABLE 721.1(3), ITEM 21-1.1 ONE HOUR RATED CEILING (AT GARAGE & UNITS). 60 - 64 STC SOUND RATED FIRE DESIGN: BASE LAYER 1/2" PROPIETARY TYPE 'X' GYPSUM PANEL APPLIED AT RIGHT ANGLES TO RESILENT CHANNELS 24" O.C. (16" O.C. WHEN INSULATION IS USED) WITH 1" TYPE S DRYWALL SCREWS 16" O.C. GYPSUM BOARD END JOINTS LOCATED MIDWAY BETWEEN CONTINUOUS CHANNELS AND ATTACHED WITH SCREWS 8" TO ADDITIONAL PIECES OF CHANNEL 60" LONG LOCATED 3" BACK ON EITHER SIDE OF END JOINT. RESILIENT CHANNELS APPLIED AT RIGHT ANGLES TO MINIMUM 10" DEEP WOOD I-JOISTS SPACED A MAXIMUM OF 19" O.C. WITH 1-1/4" TYPE S SCREWS. FACE LAYER 1/2" PROPRIETARY TYPE 'X' GYPSUM PANEL APPLIED AT RIGHT ANGLES TO RESILIENT CHANNELS 1-5/8" TYPE S SCREWS 8" O.C. AND 1-1/2" TYPE G SCREWS 8" O.C. AT THE BUTT JOINTS LOCATED MID-SPAN BETWEEN THE RESILIENT CHANNELS. GLASS FIBER INSULATION SECURED TO SUBFLOOR OR LOOSE FILL INSULATION APPLIED DIRECTLY OVER GYPSUM PANEL. WOOD I-JOISTS SUPPORTING 19/32" WOOD STRUCTURAL PANEL SUBFLOOR APPLIED AT RIGHT ANGLES TO JOISTS WITH CONSTRUCTION ADHESIVE AND 6d RING SHANK NAILS 12" O.C. MINIMUM 1/2" PROPRIETARY GYPSUM FLOOR TOPPING APPLIED OVER SUBFLOOR. SOUND DEISGN: STC RATED 1-JOISTS SPACED 24" O.C., 3-1/2" GLASS FIBER INSULATION IN JOISTS SPACES, 3/4" PROPRIETARY GYPSUM FLOOR TOPPING POURED OVER 1/4" PROPRIETARY SOUND REDUCTION MAT, AND WITH FINISH FLOORING OF SHEET VINYL, ENGINEERED WOOD LAMINATE, AND CERAMIC TILE. (STC 64 WHEN SHEET VINYL OR ENGINEERED WOOD LAMINATE IS APPLIED TO FLOOR; STC 66 WHEN TESTED WITH CERAMIC TILE APPLIED TO FLOOR.) 2X6 STUD WALL W/ 5 1/2" GLASS FIBER INSULATION CONC. FTG., S.S.D. MIRADRAIN, O/ WATER PROOF MEMBRANE PER NOTE THIS SHEET 12" OF CLEAN CLASS 2 AGGREGATE 12" VARIES VARIESFOR REBAR LOCATION AND ADD'L INFO., REFER TO STRUCT. DWGS. SLOPE TOP OF FTG. W/ MORTAR 4" Ø PERFERATED PIPE, HOLES POINTED DOWN AND DRAIN TO TIGHT LINES, TYP. GYP. BOARD FINISH PER PLAN 2 X @ 16" O.C. EXTERIOR WALL FRAMING STUCCO FINISH - REFER TO SHEET A-9.2 FOR MORE INFORMATION FIBER CEMENT (USE HOT DIPPED GALV. NAILS) SIDING O/ WEATHER RESISTIVE BARRIER. INSTALL PER MFR.'S REC.'S 2 X P.T.D.F. SILL PLATE WEATHER RESISTIVE BARRIER LAP OVER STARTER STRIP 1/4" THICK STARTER STRIP CONT. @ BASE SET IN CONT. SILICONE CAULKING BED 8" MIN.F.G.OF FLASHINGOR PER MANUFACTURER'SRECOMMENDATIONSOF FLASHING OR PER MANUFACTURER'S RECOMMENDATIONS FLOOR FRAMING PER PLAN PLYWOOD SHEATHING WATERPROOF MEMBRANE. LAP UP WALL AND OVER FLASHING MEMBRANE DECKING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 25 GA. MIN.GALV. FLASHING OR PER MANUFACTURER'S RECOMMENDATIONS 6"4" STUCCO FINISH - REFER TO SHEET A-9.2 FOR MORE INFORMATION ACCESS DOOR : INSULATION GLUE ATTACH EQUAL TO ATTIC INSULATION . OR 2X BLOCKING BTW. BOTTOM TRUSS CHORD SEE FLOOR PLAN FOR SIZE AND LOCATION . TRUSSES . NO CAULK OR PAINT AT CONTACT EDGE .( ALL FOUR SIDES ) STD. BASE BOARD INVERTED . DIMENSION 1/4" SMALLER 1/2" GYP.-BD. OVER THAN FINISHED OPENING . 1/2" PLYWOOD . WATER PROOFING @ RETAINING WALL FOOTING 1 1/2"14 1-HR RATED CEILING 1 1/2"41 @ I-JOISTS FRAMING ATTIC ACCCESS N.T.S.13 FLASH. @ DECK 3"32 1-HR RATED 2X6 WALL 1 1/2"33 TYP. BASE 3"31 TYP. EAVE 3/4"21 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE WALL FRAMING PER PLAN GA-600-2021 FIRE RESISTANCE DESIGN MANUAL GAFILE NO. WP 3661 2019 C.B.C. TABLE 721.1(2) ITEM 15.1.14 ONE HOUR GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION FIRE DESIGN: "ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2X6 WOOD STUDS 16" O.C. WITH 2-1/4" TYPE S OR W SCREWS 12" O.C. 5-1/2" MINERAL FIBER INSULATION, NOMINAL 2.5 pcf, FRICTION FIT IN STUD CAVITY. VERTICAL JOINTS STAGGERED 16" O.C., HORIZONTAL JOINTS STAGGERED 24" O.C., ON OPPOSITE SIDES. TESTED AT 5,156 LBS PER STUD OR 100 PERCENT OF DESIGN LOAD. (LOAD-BEARING) 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE WALL FRAMING PER PLAN INTERIOR NON-RATED WOOD FRAMED WALL WOOD STUD CLADDING MINERAL FIBER INSULATION TYP. INTERIOR WALL 1 1/2"34 2X6 WALL 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE WALL FRAMING PER PLAN INTERIOR 1-HR FIRE RATED WOOD FRAMED WALL WOOD STUD CLADDING 1-HR FIRE & STC RATED 1 1/2"23 WALL BETWEEN UNITS EXTERIOR FINISH O/ WEATHER RESISTANT BARRIER. LAP BARRIER OVER FLASHING 26 GA. CONT. FLASHING AND COUNTER FLASHING PER "SMACNA" REQS. TYP. U.N.O. 1X CONT. BLOCKING ROOFING OVER UNDERLAYMENT (PER ROOF PLAN SPECIFICATION). LAP UNDERLAYMENT UP WALL MIN. 12"4" MIN.6 " M IN .SEE SIDEWALL DETAIL FOR SAME NAILING / CONNECTION AT BLOCKING HEADWALL @ ROOF 1 1/2"42 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE WALL FRAMING PER PLAN EXTERIOR NON-RATED WOOD FRAMED WALL WOOD STUD CLADDING MINERAL FIBER INSULATION NON-RATED EXT. WALL 1 1/2"44 2X6 WALL INTERIOR NON-RATED WOOD FRAMED WALL IN CARPORT 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE WALL FRAMING PER PLAN WOOD STUD CLADDING 2X6 WALL 1 1/2"43 @ CARPORT SOFFITED EAVE 2"12 3" CONT. SOFFIT VENT-REFER TO SHT. A-8.0 FOR ADD'L INFO 2 X 8 FINGER JOINTED PINE S1S2E WD. FASCIA BD. W/ 1 X6 TRIM, PAINTED REFER TO ROOF FRMG. DETAILS FOR ADDITIONAL INFORMATION E.N. 2X WALL FRMG. @ 16" O.C. PLYWOOD ROOF SHEATHING PER PLAN PRIME TRIM/FASCIA (ALL 4 SIDES) PRIOR TO INSTALLATION 22 GA. GALV. MTL. GUTTER AND FLASHING (W/ DRIP)- PAINT CLAY TILE ROOFING OVER WEATHER RESISTANT BARRIER- INSTALL PER MANUFACTURER'S RECOMMENDATIONS ROOF FRAMING PER PLANS/ TOP CHORD REFER TO RF. PLAN FOR OVERHANG 2X BLOCKING AS REQUIRED O'HAGIN'S PRIMARY VENT (SUBFLASHING) ROOF DECK O'HAGIN'S PRIMARY VENT (SUBFLASHING) LOCALLY-APPROVED PEEL & STICK WIRE MESH LOCALLY-APPROVED SEALANT WIND CLIP WIRE MESH O'HAGIN'S PRIMARY VENT (SUBFLASHING) LOCALLY-APPROVED UNDERLAYMENT HIGH-PROFILE CLAY ROOF TILE O'HAGIN'S SECONDARY VENT (COVER) O'HAGIN'S SECONDARY VENT (COVER) ROOF VENT 2"22 041 A-10.1ARCHITECTURALDETAILSANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 SUB 23 SEP 2022 MINOR ARCH RE-SUB 20 DEC 2022 STAIR TREAD FLOOR = TREADTREADWIDTHV.I.F.WIDTHPLAN VIEW F.F. V.I.F. 34"-38" MAX. 1 1/2" Ø MTL. HANDRAIL, PAINT ELEVATION VIEW STAIR TREAD - REFER TO FLOOR PLANS FOR ADDT'L INFORMATION TREAD WIDTH V.I.F. HANDRAIL 34"-38" MAX. 12 1 1/2" Ø MTL. HANDRAIL GUARDRAIL - VERIFY DESIGN AND INST. W/ MANUF. EDGES ON HANDRAILS SHALL HAVE A MIN. RADIUS OF 1/8", TYP. STAIR TREAD - REFER TO FLOOR PLANS FOR ADDT'L INFORMATION GUARDRAIL 42" MIN. HILTI KWIK BOLT, ESR-1917 (PER SECTION 4.4 SPECIAL INSPECTION IS REQUIRED WITH THE APPROVAL LISTING FOR ICC) 12 HANDRAIL @ STAIR 3/4"14 STAIR TREAD FLOOR 12" MIN. PLAN VIEW EDGES ON HANDRAILS SHALL HAVE A MIN. RADIUS OF 1/8", TYP. F.F. V.I.F. 34"-38" MAX. 1 1/2" Ø MTL. HANDRAIL, PAINT ELEVATION VIEW WOOD STAIR TREAD - REFER TO DETAILS ON THIS SHEET FOR ADDT'L INFORMATION 12 HANDRAIL @ STAIR 3/4"23 BOTTOM OF STAIRS, 90º TURN F.F. V.I.F. 12" MIN. 12 GUARDRAIL 42" MIN. HANDRAIL 34"-38" MAX. HANDRAIL @ STAIR 3/4"13 TOP OF STAIR HILTI KWIK BOLT, ESR-1917 (PER SECTION 4.4 SPECIAL INSPECTION IS REQUIRED WITH THE APPROVAL LISTING FOR ICC) REFER TO S.I. CHART ON SHEET S0.03 PLAN VIEW 4" O.C. MAX4" O.C. MAX.1 1/2" Ø VERT. S.S. TUBE RAIL CLCL4" 2"2" 3/4"3/4" (4) 3/8"Ø X 2 1/4" HILTI 'KWIK BOLT 3' S.S. EXPANSION ANCHORS 1-1/2" X 1/2" TUBE S.S. RAIL 4" X 1/4" S.S. BASE PL. ELEVATION VIEWW/ MFR.SPEC.VERIFYCONCRETE FLOOR DRILL HOLES, EXPANSION BOLTS INTO BLOCKING FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL DRAWINGS HANDRAIL CONN.3"12 36" MAX. 34" MIN. WALL FRAMING PER PLAN PROVIDE 4X BLOCKING @ EACH OCCURRENCE2 15/16"2 15/16" 1 1/2" MIN. CLR. 1-1/2" Ø STL. REFER TO MANUF. SPECS. FOR ASSEMBLY FINISHES 5/16"- 18 X 2-1/2" HANGER BOLT STUCCO O/ SELF FURRING LATH (2 LAYERS 60# FELT) -INSTALL PER MANUFACTURER'S RECOMMENDATIONS VERIFY WALL CONDITION W/ OWNER AND ARCHITECT HANDRAIL 3"22 @ WOOD FRAMING PLYWOOD SHEATING O/ FLOOR FRAMING PER PLAN A 35-EACH SIDE OF STRINGER 1 1/2" NOSING, TO MATCH 2X RIM JOIST W/ A35 TO SILL PER PLAN 2X TREAD 11" MAX 7" MAX2" MAX. NOTE: REFER PLAN, FOR TREAD/RISER DIMENSIONS NOTE: A 2X4 PTDF CAN BE USED IN LIEU OF HL35. NAIL W/ (2) 16d @ 16" THRU PLYWD. INTO FLOOR FRMG. MEMBER BELOW. TOE NAIL STRINGER TO 2X4 W/ (3) 10d. HILTI KWIK BOLT, ESR-1917 (PER SECTION 4.4 SPECIAL INSPECTION IS REQUIRED WITH THE APPROVAL LISTING FOR ICC) REFER TO S.I. CHART ON SHEET S0.03 THE UPPER APPROACH AND THE LOWER TREAD OF EA. STAIR SHALL BE MARKED BY A SLIP RESISTANT, CONTRASTING NOSING STRIP, A MIN. OF 2" WIDE TO A MAX. 4" WIDE PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUAL IMPAIRED. 60º BEVEL LSC ADJUSTABLE STRINGER CONNECTOR PER SIMPSON STRONG TIE OR USE 1 3/4" X 11-7/8" 1.9E LVL STAIR STRINGERS- REFER TO FLOOR FRAMING PLAN OR 8" MIN.11" MAX STAIR FINISH - VERIFY W/ OWNERS STAIRS @ TOP 3"11 @ EXTERIOR STAIRS @ BOTTOM 1/4"21 @ EXTERIOR 2x TREAD 2x12 STRINGER. USE (3) STRINGERS IF TREAD WIDTH IS UNSUPPORTED OVER 3'-6" PLY WOOD SHEATING O/ FLOOR FRAMING PER PLAN STAIR FINISH - REFER TO FLOOR FINISH PLAN & DIMENSIONAL PLAN FOR RISER & TREAD DIMENSIONS A 35-EACH SIDE OF STRINGER 2X RIM JOIST W/ A35 TO SILL PER PLAN 1 1/2" NOSING, TO MATCH 2X TREAD FIRE RATED STAIR FINISH - REFER TO FLOOR PLANS FOR ASSEMBLY 11" MAX 7" MAX2" MAX. REFER PLAN, FOR TREAD/RISER DIMENSIONS NOTE: A 2X4 PTDF CAN BE USED IN LIEU OF HL35. NAIL W/ (2) 16d @ 16" THRU PLYWD. INTO FLOOR FRMG. MEMBER BELOW. TOE NAIL STRINGER TO 2X4 W/ (3) 10d. HL35 W/ EXPANSION BOLTS THE UPPER APPROACH AND THE LOWER TREAD OF EA. STAIR SHALL BE MARKED BY A SLIP RESISTANT, CONTRASTING NOSING STRIP, A MIN. OF 2" WIDE TO A MAX. 4" WIDE PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUAL IMPAIRED. 60º BEVEL, REFER TO DETAIL 21/AD-2.0 1 3/4" X 11-7/8" 1.9E LVL STAIR STRINGERS- REFER TO FLOOR FRAMING PLAN NOTE: STAIR SHALL BE FIRE RATED STAIRS @ TOP 1"31 @ INTERIOR STAIRS @ BOTTOM 1"32 @ INTERIOR GALVANIZED FLASHING O/ WATERPROOF MEMBRANE. PROVIDE WATER TIGHT SEAL. FOR CONTINUATION OF FOOTING REFER TO STRUCTURAL SHEETS FLOORING PER PLAN THRESHOLD MANU: PEMKO, MODEL 154A 1/2" MAX.@ ENTRY DOORDEPRESSION INSLAB FOR TILEINSTALLATION ONLYCONC. PATIO REFER TO FOUNDATION PLAN FOR SLAB ON GRADE REFER TO GRADING PLANFOR OTHERS2% GRACE VYCOR PLUS 2 1 EXTERIOR SHEATHING 2 3 DO NOT FLASH OVER BOTTOM NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR PLUS GRACE VYCORNER OR CORNER PATCH RECOMMENDED INSTALL BUILDING PAPER SHINGLE STYLE OVER HEAD, JAMB, AND SILL FLASHING 7 7 4 5 6 CONTINUOUS SEALANT BEAD @ INTERIOR SIDE OF NAILING FIN PRIOR TO INSTALLATION, TYP. 5 1st 2nd 3rd 4th 5th VYCOR® PLUS SELF-ADHERED FLASHING MANUFACTURER: W.R. GRACE & CO. 62 WHITTEMORE AVENUE CAMBRIDGE, MA 02140 PHONE: (866) 333.3726 WEB: www.graceconstruction.com -INSTALL GRACE VYCOR PLUS IN ORDER AS SHOWN BY NUMBERS. -VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS. -RIPCORD® CAN BE REMOVED FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION. -IF APPLICABLE, LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE-IN. -CHECK LOCAL BUILDING CODES FOR WEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR PLUS WITH WEATHER RESISTIVE BARRIER TO FORM WATER-SHEDDING LAPS. -DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL. NOTES: 1. 2. 3. 4. 5. 6. MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR PLUS -DOORS SHALL BE FLASHED IN ORDER AS SHOWN BY NUMBERS. -FOR ADDITIONAL NOTES REFER TO DETAIL 52/-. -INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH GRACE VYCOR PLUS TO FORM WATER-SHEDDING LAPS. -RIPCORD® HAS BEEN REMOVED AT SILL FOR EASE OF INSTALLATION AND/OR COORDINATION OF OTHER TRADES. -SCORE AND FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR GRACE VYCOR PLUS INSTALLATION. -INSTALL GRACE VYCOR PLUS HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER; MECHANICALLY FASTEN AS NECESSARY. -FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL SIDE EDGES WITH WEATHER RESISTIVE BARRIER TAPE OR GRACE VYCOR PLUS. NOTES: 1. 2. 3. 4. 5. 6. 7. W E A T H E R R E S IS T IV E B A R R IE R VE ER W E A T H E R R E S IS T IV E B A R R IE R VE ER W E A T H E R R E S IS T IV E B A R R IE R W E A T H E R R E S IS T IV E B A R R IE R W E A T H E R R E S IS T IV E B A R R IE R 3 5 5 6 7 1 2 4 FOLD UP WEATHER BARRIER AND TEMPORARILY SECURE EXTERIOR SHEATHING WEATHER RESISTIVE BARRIER INSTALL 26 GA. GALV. IRON PAN IN SEALANT BED PRIOR TO DOOR INSTALLATION SEALANT GRACE VYCORNER OR CORNER PATCH GRACE VYCOR PLUS 3rd 1st 1st 2nd 3rd 4th 5th 6th INSTALL BUILDING PAPER SHINGLE STYLE OVER HEAD & JAMB FLASHING GRACE VYCOR PLUS FOR ADDITIONAL INFORMATION REGARDING FLASHING OPENINGS, REFER TO DTL 52/A10.1 AND DTL. 54/A-10.1 INTERIOR GYP BOARD, FINISH PER PLAN, VERIFY WITH OWNER STUCCO FINISH - REFER TO SHEET A-9.2 FOR ADDT'L INFORMATION TRIM BOARD, VERIFY COLOR AND SIZE WITH OWNER DOOR PER PLAN HEADER PER PLAN 2X6 WALL FRAMING PER PLAN GALV. FLASHING, WITH WEATHER RESISTIVE BARRIER LAPPED OVER FLASHING, SLOPE TO DRAIN. 100% SILICONE CAULK, PAINTABLE, AROUND PERIMETER 100% SILICONE CAULK, PAINTABLE, AROUND PERIMETER PAN FLASHING PER NOTE BELOW FLOOR FRAMING, S.S.D. PLAN VIEW WINDOW SILL/APRON (BELOW) PER OWNER. INTERIOR GYP BOARD, FINISH PER PLAN BULLNOSE, VERIFY WITH OWNER 2X6 WALL FRAMING PER PLAN HARDIE SIDING PER PLAN, OVER WEATHER RESITIVE BARRIER, OVER SHEATING TRIM BOARD, VERIFY COLOR AND SIZE WITH OWNER WINDOW PER PLAN FOR ADDITIONAL INFORMATION REGARDING FLASHING OPENINGS, REFER TO DTL 52/A10.1 AND DTL. 54/A-10.1 100% SILICONE PAINTABLE CAULK @ PERIMETER FOR ADDITIONAL INFORMATION REGARDING FLASHING OPENINGS, REFER TO DTL 52/A10.1 AND DTL. 54/A-10.1 STUCCO FINISH - REFER TO SHEET A-9.2 FOR ADDT'L INFORMATION STUCCO FINISH - REFER TO SHEET A-9.2 FOR ADDT'L INFORMATION HEADER PER PLAN GYP. BOARD CORNERS-HEAD AND JAMBS FLASHING. REFER TO 52 / - WINDOW SYSTEM PER PLAN -CAULK BEHIND NAILING FIN PRIOR TO INSTALLATION 26 GA. CONT.,GALVANIZED MTL. FLASHING W/ DRIP AND 6" LAP UP WALL. SET FLASHING IN CONT. SILICON CAULKING BED. TRIM, WHERE OCCURS - PAINT. SIMILAR FOR JAMB 6"LINE INDICATES FLASHING. REFER TO 52/ - CONTINUOUS PAINTABLE CAULK 100% SILICON, TYP. DASHED LINE INDICATES WEATHER RESISTIVE BARRIER-LAP OVER WINDOW NAILING FIN (TYP. @ HEAD, SILL AND JAMB) 2 X SILL/INTERIOR FRAMING GYP. BOARD FINISH PER PLAN CONTINUOUS PAINTABLE CAULK 100% SILICON, TYP. WOOD SILL/APRON - PAINT SHAPED 2X4 TRIM, WHERE OCCURS, W/ NOTCHED DRIP. (PLACE 1/8" MIN. FROM SILL)-SLOPE TOP TO DRAIN-PAINT INSTALL BITUTHENE FLASHING PER DET 52/-, NOT SHOWN FOR CLARITY FINISH PER PLAN OVER 5/8" GYP. LATH, VERIFY FINISH WIH OWNER WOOD CASING, VERIFY WITH OWNER TYP. @ ALL INTERIOR DOORS SHIM AS NECESSARY 2X CASING WOOD TRIM, VERIFY WITH OWNER STOP MOULD COVERS JAMB/CASING JOINT & MAY BE FITTED W/ VINYL OR RUBBER SEAL- SECTIONAL GARAGE DOOR DASHED LINE INDICATES WEATHER RESISTIVE BARRIER HEADER/ BEAM PER PLAN STUCCO FINISH - REFER TO SHEET A-9.2 FOR ADDT'L INFORMATION STUD WALL PER PLAN LAP FLASHING UNDER WEATHER RESISTIVE BARRIER 100% SILICONE CAULK, PAINTABLE 26 GA. GALV. MTL. FLASHING W/ DRIP & 6" LAP - CONT. @ TRIM. SET IN CONT. SILICON CAULKING BED STUCCO FINISH - REFER TO SHEET A-9.2 FOR ADDT'L INFORMATION GALV. METAL FLASHING CONT. @ OPENING. REFER TO 52/- TRIM AT DOOR DOOR GYP. BD. DASHED LINE INDICATES WEATHER RESISTANT BARRIER SILICONE SEALANT INSTALL BITUTHENE FLASHING PER DET 52/-, NOT SHOWN FOR CLARITY WOOD SILL/APRON - PAINT FLASHING N.T.S.44 EXTERIOR DOOR 3"13 WINDOW HEAD/SILL 3"24DOOR3"34 @ FLOOR FRAMING GARAGE DOOR 3"12FLASHINGN.T.S.42 INTERIOR DOOR 3"11 VERIFY FINISHES WITH OWNER WINDOW 3"21 VERIFY FINISHES WITH OWNER THRESHOLD @ EXT. DR.3"22 @ S.O.G. 041 A-10.2ARCHITECTURALDETAILSANTHONY AND OLIVIA BOZZANO672 HOWARD ST.SAN LUIS OBISPO, CA 93401805-801-0517HIGUERA DUPLEX 1440 HIGUERA ST.SAN 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 CONSTRUCTIONARCH. 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