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Item 4a. Attachment A - Project Plans (ARCH-0329-2022)_High Resolution Plans
PROJECT LOCATION FH #1 IS LOCATED RIGHT IN FRONT OF PROJECT SITE FH#2 IS LOCATED 100 FEET AWAY FROM PROJECT SITE ON DANA ST. VICINITY MAP FH #1 FH #2 033 T-1.0 TI T L E S H E E T SM A R T S H A R E H O U S I N G SO L U T I O N S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L A G E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0 W a l n u t S t r e e t • S u i t e B • S a n L u i s O b i s p o • C A 9 3 4 0 1 HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2024 10-31-2025 C-38575 NO T F O R CONSTRUC TIO N Ap r 9 , 2 0 2 4 PL O T D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 WATERMAN VILLAGE 466 DANA ST, SAN LUIS OBISPO, CA 93401 REHABILITATION AND ADAPTIVE RE-USE OF ROSA BUTRON DE CANET ADOBE WITH 20 SMALL, BELOW MARKET RATE HOMES CODES:ALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES: -2022 CALIFORNIA BUILDING CODE (CBC), BASED ON THE 2021 IBC -2022 CALIFORNIA MECHANICAL CODE (CMC), BASED ON THE 2021 UMC -2022 CALIFORNIA PLUMBING CODE (CPC), BASED ON THE 2021 UPC -2022 CALIFORNIA ELECTRICAL CODE (CEC), BASED ON THE 2020 NEC -2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) -2022 CALIFORNIA ENERGY CODE -2022 CALIFORNIA FIRE CODE (CFC), BASED ON THE 2021 IFC -2022 CALIFORNIA HEALTH AND SAFETY CODE (H&SC) -2022 CALIFORNIA BUSINESS AND PROFESSIONS CODE (B&PC) -2022 CALIFORNIA HISTORICAL BUILDING CODE (CHBC) -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 CODE COMPLIANCE SHEET INDEX TITLE T-1.0 TITLE SHEET T-1.1 PROJECT INFORMATION & DATA T-1.2 SITE CONTEXT T-1.3 SOILS ENGINEERING REPORT T-1.4 SOILS ENGINEERING REPORT T-1.5 SOILS ENGINEERING REPORT T-2.0 AFFORDABLE HOUSING SUMMARY CIVIL C1.0 TITLE SHEET C1.1 NOTE SHEET C2.0 GRADING AND DRAINAGE PLAN C2.1 GRADING AND DRAINAGE DETAILS C3.0 EROSION CONTROL PLAN C3.1 EROSION CONTROL DETAILS C4.0 UTILITY PLAN C5.0 CONSTRUCTION DETAILS SITE PLAN CA-0.0 TOPOGRAPHICAL SURVEY CA-0.1 OVERALL SITE PLAN CA-1.0 SITE PLAN CA-1.1 TREE EXHIBIT CA-1.2 TREE ASSESSMENT REPORT CA-5.0 SITE LIGHTING PLAN CA-6.0 ADOBE DRY FLOODPROOFING STRATEGIES CA-7.0 SITE SPECIFICATIONS CA-9.0 FIRE SEPARATION ANALYSIS JRSC-C HELICAL PIERS: CONCEPTUAL PLAN LANDSCAPE CLS1 CONCEPTUAL LANDSCAPE SITE PLAN ARCHITECTURAL D-1.0 REMOVAL OF NON-HISTORIC PART OF ADOBE D-2.0 REMOVAL OF NON-HISTORIC PART OF ADOBE A-0.0 ADOBE REHAB REPORT A-1.0 (ADOBE) ADOBE PLANS & ELEVATIONS A-1.1 (UNIT A) UNIT A A-1.2 (UNIT AA) UNIT AA A-1.3 (UNIT B) UNIT B A-1.4 (UNIT C) UNIT C A-1.5 (UNIT D) UNIT D A-8.0 OVERALL SECTION A-9.0 COLORS & MATERIALS BOARD A-9.1 COLORS & MATERIALS BOARD A-10.0 PERSPECTIVE VIEW A-10.1 DANA STREET FRONT ELEVATION A-10.2 SIDE VIEW FROM ADJACENT PROPERTY A-10.3 DANA STREET APPROACH TOTAL: 42 SHEETS IF USING COMBUSTIBLE OR NON-IGNITION RESISTANT EXTERIOR COVERING OR CLADDING, PROVIDE (1) LAYER, TYPE 'X', 5/8" GYPSUM SHEATHING BEHIND EXTERIOR COVERING OR CLADDING AT WALLS AND ON THE UNDERSIDE EXTERIOR OF THE ROOF DECK, PER WUI REQUIREMENTS. IF USING IGNITION RESISTANT EXTERIOR COVERING, NO TYPE X GYPSUM SHEATHING IS REQUIRED. EXTERIOR WALLS FIRE PROTECTION SPEC. CITY OF SAN LUIS OBISPO AGENCIES & UTILITIES NOT ALL AGENCIES AND UTILITIES MAY BE APPLICABLE TO SCOPE OF WORK. PROVIDED AS INFORMATION ONLY, AS NEEDED. 879 MORRO ST SAN LUIS OBISPO, CA 93401 800-781-7215 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 STATEMENT OF COMPLIANCE THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE CITY OF SAN LUIS OBISPO ADOPTED CODE AND ORDINANCE REQUIREMENTS INCLUDING, BUT NOT LIMITED TO THE CALIFORNIA STATE ACCESSIBILITY STANDARDS AND I/WE WILL BE RESPONSIBLE FOR ALL CLARIFICATIONS DEEMED NECESSARY DURING THE CONSTRUCTION PHASES. THIS PROJECT SHALL COMPLY WITH TITLE 24 AND 2022 CALIFORNIA BUILDING CODE (CBC), CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ELECTRICAL CODE (CEC), AND CALIFORNIA ENERGY CODE (CEnC). SMARTSHARE HOUSING SOLUTIONS P.O. BOX 15034 SAN LUIS OBISPO, CA 93406 CONTACT: ANNE WYATT PH: (805) 215-5474 EMAIL: ANNE@SMARTSHAREHOUSINGSOLUTIONS.ORG MBS LAND SURVEYS 3559 SOUTH HIGUERA STREET SAN LUIS OBISPO, CA 93401 CONTACT: MIKE STANTON, PLS 5702 PH: (805) 594-1960 EMAIL: MSTANTON@MBSLANDSURVEYS.COM LANDSCAPE ARCHITECT TERRY LEE 319 N HIGHWAY 1 SPC 54, GROVER BEACH, CA 93433 PH: (805) 459-0794 EMAIL: TERRYLEEASLA@GMAIL.COM PROJECT DIRECTORY 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 DANIEL PARKER-KING 543 BRANCH STREET SAN LUIS OBISPO, CA 93401 PH: (805) 550-8546 EMAIL: DAN@HIVEENGINEERING.US CIVIL ENGINEER J.R. SPENCER CONSTRUCTION 351 HIGHLAND DR, SAN LUIS OBISPO, CA 93405 PH: (805) 543-9165, (805) 238-9151 HELICAL PIERS NEW BUILDINGS CITYWIDE SHALL INCORPORATE THE FOLLOWING CONSTRUCTION METHODS AND MATERIALS: IGNITION RESISTANT EXTERIOR WALL COVERINGS; FIRE SPRINKLER PROTECTION IN ATTIC AREAS (AT LEAST ONE "PILOT HEAD"); EMBER RESISTANT VENT SYSTEMS FOR ATTICS AND UNDER FLOOR AREAS, PROTECTED EAVES, AND CLASS 'A' ROOF COVERINGS AS IDENTIFIED IN THE CBC CH 7A. WILDFIRE PROTECTION MEASURES IMAGE FROM SOL HAUS DESIGN HTTPS://WWW.SOLHAUSDESIGN.COM/SOL-HAUS-PRE-FAB-MODULAR/ PROJECT STATISTICS PROJECT ADDRESS:466 DANA STREET, SAN LUIS OBISPO, CA 93401 ZONE:R-3-H (MEDIUM HIGH DENSITY WITH AN HISTORICAL PRESERVATIONOVERLAY) APN:002-401-002 & 002-401-020 PARCEL SIZE:± 25,264 S.F. PARCEL SIZE ACRES ±0.58AC FLOOD ZONE:AE; FEMA FLOOD ZONE DENSITY:20 UNITS/ACRE DENSITY UNIT:11.6 DU BASE FLOOD ELEVATION:182.90' HISTORIC ADOBE BUILDING SUMMARY OCCUPANCY:B, FIRE SPRINKLER SUPPRESSION SYSTEM A TENANT IMPROVEMENT OF AN (E) ONE STORY HISTORIC ADOBE TO BE USED AS COMMUNITY SPACES FORRESIDENTS AND OFFICES (FOR NON-PROFIT PROJECT PARTNERS AND SMART SHARE). 1,466.0 S.F. SMALL, BELOW MARKET RATE HOME BUILDING SUMMARY USE:RESIDENTIAL OCCUPANCY:R-3 CONSTRUCTION TYPE:V-B, FIRE SPRINKLER NFPA 13D MAXIMUM COVERAGE 15,158 S.F. ( 60% MAX) NUMBER OF STORIES:1 MAXIMUM ALLOWABLE HEIGHT 25'0" PROPOSED HEIGHT OF SMALL HOME VARIES, UP TO 18'-11" NUMBER OF STORIES:1 SMALL HOME BUILDING FOOTPRINT 220.0 S.F. ACCESSIBLE SMALL HOME BUILDING FOOTPRINT 264.0 S.F. DENSITY CALCULATION: MAXIMUM RESIDENTIAL DENSITY:20 UNITS/ACRE DENSITY UNIT:20 DU X 0.58 AC = 11.6 DU MAXIMUM STUDIO & ONE- BEDROOM 11.6 DU ÷ 0.5 DU = 23.2 DU PROPOSED DENSITY UNIT IN SMALL HOMES 20 DU PROPOSED TOTAL DENSITY UNITS OF SMALL HOME 20 DU < 23.2 DU MAX ALLOWABLE SETBACK REQUIREMENTS FRONT 10'0" SIDE 6'-0" REAR (CREEK SETBACK)20'-0" PROPOSED COVERAGE (E) HISTORIC ADOBE 1,466.0 S.F. 20 SMALL HOMES:4,488.0 S.F. RAISED WALKWAY, STAIRS, RAMPS, TRASH ENCLOSURE, BIKE STORAGE 3,402.0 S.F. TOTAL LOT COVERAGE :9,356 S.F. PROPOSED LOT COVERAGE (< 60%):37% LANDSCAPE COVERAGE 15,908.0 S.F. PARKING REQUIREMENTS PROPOSED VEHICULAR PARKING (ALL EV READY) 3 SPACES (1 SPACE IS VAN ADA) AND 2 MOTORCYCLE PARKING. REFER TO PARKING CONCESSION NOTE IN AFFORDABLE HOUSING SUMMARY ON SHEET T-2.0 PROPOSED BICYCLE PARKING 20 LONG-TERM SPACES AND 6 SHORT-TERM SPACES 033 T-1.1 PR O J E C T IN F O R M A T I O N & DA T A SM A R T S H A R E H O U S I N G SO L U T I O N S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L A G E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0 Wal n u t Str e e t • Sui t e B • San L u i s Obi s p o • CA 93 4 0 1 HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 9 , 2 0 2 4 PL O T D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 THE WATERMAN VILLAGE IN 466 DANA ST, SAN LUIS OBISPO,IS AN ADAPTIVE REUSE, INFILL, CAR-FREE SUSTAINABLE LIVING CENTER, INCLUDING 20 VERY-LOW TO LOW-INCOME BELOW MARKET RATE HOMES PERMANENT HOMES. NEW CONSTRUCTION, CLUSTERED AROUND THE VACANT HISTORIC ADOBE GIFTED TO THE CITY IN 1989, WILL SERVE LOWER-INCOME COUNTY RESIDENTS INTERESTED IN CAR-FREE, SUSTAINABLE LIVING. ONE UNIT SHALL BE DESIGNATED AS AN ON-SITE MANAGER'S QUARTERS. THE VACANT ADOBE BECOMES COMMUNITY SPACE FOR RESIDENTS AND OFFICES FOR SMART SHARE HOUSING. A NEIGHBORHOOD PARK, AT FRONT, PRESERVES STREET VIEWS OF THE HISTORIC RESOURCE. THE ABUNDANT HERITAGE TREES ARE MAINTAINED WHERE POSSIBLE. HOUSES WILL BE ELEVATED 36” IN THIS FLOOD PLAIN AND IS ADAACCESSIBLE ON A RAISED PATHWAY WITH RAMPED ENTRY. BELOW MARKET RATE HOUSING DETAIL:THE WATERMAN VILLAGE DESIGN INCORPORATES 20 100% AFFORDABLE, ENERGY EFFICIENT PERMANENT HOMES TO BE CONSTRUCTED BY SMARTSHARE. PARKING, DENSITY AND AFFORDABLE HOUSING CONCESSIONS:WITH ONLY 3 CAR PARKING SPACES PROPOSED ON SITE AND RESTRICTED STREET PARKING ON DANA ST., ACCESS TO PERSONAL VEHICLES FOR REGULAR USE WILL BE LIMITED. THE SITE IS IDEAL FOR CAR-FREE LIVING, ACCESSIBLE TO DOWNTOWN TRANSIT, SHOPPING, SERVICES, AND CYCLE PATHS. ABUNDANT BICYCLE PARKING WILL BE PROVIDED ON SITE, WITH ELECTRIC CHARGING FOR E-BIKES. A DENSITY BONUS OF 50% APPLIES TO THIS 100% AFFORDABLE PROJECT, AND CODE ALLOWS FOR UNITS UNDER 600 SQ. FT @ .5 DENSITY UNIT, SO THE MAXIMUM 20 UNITS PROPOSED FIT WITHIN ALLOWED DENSITIES. THE PROJECT ASKS FOR TWO AFFORDABLE HOUSING CONCESSIONS/INCENTIVES: VEHICLE & BIKE PARKING REDUCTION, SO AS TO: 1) MAXIMIZE NUMBER OF AFFORDABLE HOMES; 2) MINIMIZE HERITAGE TREE IMPACTS; 3) MINIMIZE PROJECT CONSTRUCTION CARBON EMISSIONS; AND 4) MINIMIZE ONGOING EMISSIONS, HELPING MEET CITY CLIMATE ACTION, AFFORDABLE HOUSING, TREE AND HISTORIC RESOURCE PRESERVATION GOALS. REFER TO SHEET T-2.0. HOME DESCRIPTION:HOUSING PROPOSED COULD BE HCD FACTORY CERTIFIED FACTORY BUILT HOUSING FLATBED DELIVERED OR CONSTRUCTED ON-SITE AND PLACED ON PERMANENT FOUNDATIONS ON THE SITE. HCD CERTIFIED FACTORY HOMES ARE DIFFERENT FROM MOBILE HOMES; THEY DO NOT ROLL IN ON THEIR OWN WHEELS AND CHASSIS–AND SUCH HOMES ON PERMANENT FOUNDATIONS WILL NOT CONSTITUTE A MOBILE HOME PARK. HOME SIZES PROPOSED ARE 220 SQUARE FEET WITH 2 ADA HOMES OF 264 SQUARE FEET.EACHHOMECONTAINS COOKING AND BATHING FACILITIES. BEVYHOUSE,HTTPS://WWW.BEVYHOUSE.COM/, HAS AN HCD CERTIFIED SANTA PAULA FACTORY, 137 MILES FROM THE PROJECT SITE, ONE EXAMPLE OF FACTORY BUILDERS WITHIN 200 MILES. BEVYHOUSE BUILT THIS 260 FOOT SOLHAUS DESIGN, (HTTPS://WWW.SOLHAUSDESIGN.COM/SOL-HAUS-PRE-FAB-MODULAR/) REPRESENTATIVE OF WHAT COULD GO ON THIS SITE. ROUGH COST WAS $150K FOR THE HOME CONSTRUCTION–EXCLUDING SITE WORK. WITH PRODUCTION OF MULTIPLE SIMILAR MODELS, SMART SHARE HOPES TO REDUCE PER UNIT HOME COST. PERMANENT FOUNDATION SYSTEMS:WOULD BE SITE SENSITIVE TO TREES & MINIMIZE SITE DISTURBANCE, E.G. HELICAL COILS, DIAMOND PIERS (HTTPS://WWW.DIAMONDPIERS.COM/VIDEOS) OR SEISMIC OR ANCHOR PIERS (HTTPS://CENTRALPIERS.COM/ABOUT-US/). REFER TO SHEET JRSC-C. TRASH ENCLOSURE:(QTY: 4) 95 GALLON WASTE CONTAINERS AND (QTY: 4) 95 GALLON RECYCLE BINS THAT COULD BE WHEELED TO THE STREET BY RESIDENTS PLUS (QTY: 2) 65 GALLON ORGANIC WASTE CONTAINER FOR FOOD SCRAPS. ENCLOSURE WITH A MINIMUM SIZE OF 14’ X 6’. PROJECT DESCRIPTION 87<< !'! ( & &#"-=7845<49198714<;9 ") %6=-6467 %% ! !" #!, <4916791<8== . 8::!'ʹ '% ! %" 'ʹ 1%) ''% & ''% &'"'& 1%) ''%"%'" ' "!"&" *&'-%, !- !"%! *&' '. 8::!'-! ( & &#"--=7845 %#15/4 "'% ''(% ' !% )"!5506;06467 !"%!* ''%! &% !'* '' ',"! ( & &#"-! ( &%" #!, * #%") (%& " ' "!"''%*&'&'% &'' & "' "! #%'" "* !&( . " &'. 8 =91 "!%(& !&-5+* , , !. 8 =91 "!%, !&- 5+* , %! &'. 6 :91 "!"%! & !&- 5+ * , "'.%) ) & ,!#! !"!)" ( &/ ƚŚĞƉƌŽƉĞƌƚLJŽǁŶĞƌ͛ƐƌĞƐƉ " &"! ,%) *"'#%"#%',!# !&'-'&# "''"%*&'&'"%!&%) & &( !'/ &"! ,%) *"'#%"#%',!# !&'-')" ( "!& !' #'"%(&'' &#%"#%', &&( !'/ /ƚŝƐƚŚĞƉƌŽƉĞƌƚLJŽǁŶĞƌ͛ƐƌĞƐƉŽŶƐŝďŝůŝƚLJƚŽŝŶĐƌĞĂƐĞĨƌĞƋƵĞŶĐLJŽƌǀŽůƵŵĞŽĨƐĞƌǀŝĐĞŝĨŶĞĐĞƐƐĂƌLJ $ ! # "'&% !%) . & " % "(!'* &%(#'"'!'"' %& !' !&/('"' "' "!"'! "&(%! "&&"!'"'#%"#%',,"(%'%( &- !1,% &%) * (!) "%' & "(!'/ !&* !'" %" "(' "!'" !' ,#%"#%', ! !'"%%& !'&'"&%) (%& / ,"()!,$(&' "!& "%!!, ' "! !"% ' "!-# &"!"'& '''""!'' / #%' "!&(#%) &"% 7:41;<=14==5 WILL-SERVE LETTER CLEAN ENERGY CHOICE PROGRAM ACKNOWLEDGEMENT STATEMENT UNIT MATRIX PARKING CALCULATION PER SAN LUISOBISPO MUNICIPAL CODE CH.17.72 PER BUILDING USE BUILDING INFORMATION PARKING FACTOR PARKING SPACE REQUIRED HISTORIC ADOBE BUILDING AREA (GROSS): 1,466 S.F.1SPACE/300S.F.4.89 SPACES UNITS NUMBER OF UNITS: 20 1 SPACE/UNIT + 1 GUEST/5 UNITS 24.00 SPACES TOTAL:29 VEHICLE PARKING SPACES ADDITIONAL PARKING REQUIREMENTS PARKING FACTOR PARKING SPACE REQUIRED MOTORCYCLE PARKING 29 REQUIRED SPACES S.F.1 SPACE/20 PARKING SPACES 2 MOTORCYCLE SPACES ELECTRIC VEHICLE PARKING 29 REQUIRED SPACES S.F.10%EV READY,50%EV CAPABLE 3 EV READY,15 EV CAPABLE SPACES BICYCLE PARKING: ADOBE BUILDING AREA (GROSS): 1,466 S.F.1SPACE/1,500 S.F.1 LONGTERM BICYCLE SPACES BICYCLE PARKING: UNITS 20 UNITS S.F.2 SPACES/UNIT +1GUEST/5 UNITS 40 LONGTERM +4SHORT TERM BICYCLE SPACES SPACES HOUSING INCENTIVE REQUEST REFER TO SUPPORTING DOCUME NTS FOR PARKING DEMAND STUDY.STUDY ANALYZESSITE PARKING DEMAND RATES TO TOTAL TO 10 SPACES REFER TO HOUSING INCENTIVE DOCUMENT ON SHEETT-2.0 REQUESTING VEHICLE AND BICYCLE PARKINGREDUCTIONS. TOTAL PROPOSED PARKING TOTAL VEHICULAR PARKING 3 EV READY SPACES (1ISADAVAN ACCESSIBLE) TOTAL MOTORCYCLE PARKING 2 SPACES TOTAL BICYCLE PARKING 20LONGTERM SPACES +6SHORTTERM SPACES 1 2 5 10 3-4 1-2,7-10,13 2200 528 4488 033 T-1.2 SITE C O N T E X T SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 FRONT OF ADOBESOUTH SIDE YARD OF ADOBE NORTH SIDE YARD OF ADOBE STREET FRONT ELEVATION OF ADOBE 033 T-1.3 SO IL SE N G INE E R ING RE P O R T SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. 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O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. 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"2& 53&%4//#4"*.6",5&3/'*. 0,"$&7"4&2$/.4&.4".%*.0,"$&%&.3*49 .%*3452#&%3"-0,&3#2/5()4'2/-4)&'*&,%4/4)&,"#/2"4/29 "2&7&*()&%4)&6/,5-&*3$",$5,"4&%".%4)&9"2&0,"$&%*.4)&/6&. 4/%29 .$&4)&3"-0,&3)"6& #&&. %2*&%4)&9"2&7&*()&%"("*.4/%&4&2-*.&4)&7"4&2$/.4&.4".%4)&*.0,"$& %&.3*49*34)&. $",$5,"4&% )&-/*3452&%&.3*494&343",,/74)&7"4&2$/.4&.4".%*.0,"$& %&.3*4*&34/#&/#4"*.&%"4 2&15*2&%%&04)3 033 T-1.5 SO IL SE N G INE E R ING RE P O R T SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 ! ! $ # ! 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DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOTF OR C O N S TRU C TION Ap r 9 , 2 0 2 4 PL O T DA TE: ARC SUBMITTAL 20 JUN 2022 REVSUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL2 09 APR 2024 AFFORDABLE HOUSING SUMMARY AFFORDABLE HOUSING SUMMARY 466 Dana St. PLANNING APPLICATION SUBMITTAL April 09, 2024 PROJECT DESCRIPTION The Waterman Village proposes 20 new below market rate homes, 100% affordable for a minimum term of 55 years, in a medium-high density residential (R-3-H) with historical overlay zone near downtown San Luis Obispo. The project will develop all studio homes, with 14 duplex and 6 single detached homes, ranging in size from 220-264 square feet. 18 homes at 220 square feet and 2 ADA fully accessible homes at 264 square feet. PROJECT DATA Address: 466 Dana St, San Luis Obispo, CA 93401 APN: 002-401-002 & 002-401-020 Gross Lot Area: ± 0.58AC Zoning: R-3-H BASE DENSITY The project conforms to R3 zone base density (17.20.020), which allows 20 density units/acre, and per 17.70.040, each studio home comprises 0.5 density unit. As such, each developable acre would allow a base density of 40 studio homes: Project net area is 0.58 acre. (.58 x 40=23.2 homes, base density, with project proposing three fewer homes than base allowance.) DENSITY BONUS While the project qualifies for a density bonus, given the 100% affordability provision, no density bonus is requested. The project conforms to base density. INCENTIVES/CONCESSIONS Developers can also request modifications of development standards by requesting either incentives/ concessions (they are the same) or waivers. Incentives or concessions refer to regulatory incentives” that provide identifiable and actual cost reductions” to provide for the affordable housing (Gov. Code § 65915(k)); in other words, they are provided to allow for modifications that result in an actual reduction of costs to the project so the affordable housing is economically feasible.” The 100% below market affordable project is allowed up to 4 qualifying incentives/ concessions, based on the affordability of the homes. The project team requests two affordable housing concessions: 1)Vehicle parking reduction: to reduce the number of required vehicular parking spaces from 29 to 3 spaces; the project will not be financially feasible with the necessity of 29 onsite parking spaces on the constrained infill site, with trees and historic adobe that must be maintained; the site is a downtown local in proximity to a broad range of city services and proximate access to public transportation. 2)Long term bicycle parking reduction: to reduce the required long term bicycle storage spaces from 40 to 20 spaces. Applicant is committed to making the project multi-modal, yet it is not financially feasible to provide for 40 long-term bicycle parking spaces with space constraints. Additionally, the studio homes proposed are likely to house 1 person each. While 2 or 4 bedroom homes may house several persons, with multiple bicycles per household, single person households are not likely to have multiple bicycles, making the proposed 4 short-term and 20 long-term (secured) bicycle parking proposed adequate to meet project need. These incentive requests to make the affordable housing financially feasible at proposed density (well below allowed bonus density) are supported by a variety of factors beyond financial feasibility and numbers of affordable homes needed to support the high cost of rehabilitation of the City’s Rosa Burton de Canet adobe, including: the requirement to maintain heritage trees and view shed and the historic adobe on site; the site is a downtown location in proximity to a broad range of city services and proximate access to public transportation; the homes proposed are micro-homes at under 300 feet, likely to house single persons—not large families. Thank you and please reach out if any more information is needed. Sincerely, Anne Wyatt Anne Wyatt, Executive Director Smart Share Housing Solutions, Inc. anne@smartsharehousingsolutions.org (805) 296-0013 (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( :$7(50$19,//$*( '$1$675((76$1/8,62%,632&$ 6+((712 6+((7'(6&5,37,21 352-(&7&2168/7$176 & 7,7/(6+((7 & 127(6+((7 & *5$',1*$1''5$,1$*(3/$1 & *5$',1*$1''5$,1$*('(7$,/6 & (526,21&21752/3/$1 & (526,21&21752/'(7$,/6 & 87,/,7<3/$1 & &216758&7,21'(7$,/6 352-(&7'$7$ 9,&,1,7<0$3 /(*(1'(1*,1((56'(&/$5$7,21 6+((76 (;,67,1* 352326(' :: $%%5(9,$7,216 *29(51,1*&2'(66&23(2):25. 35(&216758&7,21 5(325765(48,5(' 63(&,$/,163(&7,216 ($57+:25.(67,0$7(6 *5$',1*,1)250$7,21 6$1/8,6 2%,632 &,7<2)6/2127(6 67250:$7(5&203/,$1&(%(1&+0$5.%$6,6 (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( ³´ *5$',1*127(6 ³´ ³ ´ *(1(5$/127(6 2%6(59$7,21$1'7(67,1* &216758&7,21 $,548$/,7< '(02/,7,21 (( #20ÄÄ (( (( (( (( (( (( (( (( (( (( (( (( (( (( (( (( (( (( (( (( !!!!!!!!!!!!!! !!!!! 4#+5'&9#.-9#; (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( 127(72&2175$&725 )4#&+0)2.#0 &216758&7,21127(6 75((3527(&7,21$1'5(029$/ <($5)/22'3/$,1 (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( %41555'%6+10 %41555'%6+10 #20ÄÄ (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( '415+10%10641.2.#0 (526,21&21752/127(6 (526,21&21752/*(1(5$/127(6 )5 )5 )5 )5 )5 )5 )5 (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( #20ÄÄ (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( 76+.+6;2.#0 87,/,7<127(6 87,/,7<&216758&7,21127(6 (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( %41555'%6+10Ä,1+0664'0%*%41555'%6+10Ä64'0%*59#.'&'6#+.6;2+%#.%10%4'6'5'%6+1001675'& %#.64#05&'6#+.##%#.64#05&'6#+.## EK WZ</E' 8#0#%%'55+$.'2#4-+0)&'6#+.5 6;2+%#.$+159#.'&'6#+. 033 CA-0.1 OVER A LL SITE P LAN SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0 Wal n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 OVERALL SITE PL AN SCALE: 1/8" = 1'-0" 0' SCALE:1/8"=1' 8' 16'4' TH RE S H O LD ELEV.=181.83' 24"TREE REMOVED WATER RISER EXPOSED PIPES (UNKNOWN ORIGIN) BRICK W ALKWA Y BRICKWALKWA Y CO NC R E T E SIDE WA LK CO N C R ETE SID E WALK CO N C R E T E DR I V EWAY (E) CO N C R E T E DRI V EWAY CO N C R ETE CU R B & GU T TE R BUSH S 48"STUMP BRICK PATH BRICK PATH NEIGHBORING RESIDENCE DA N A S T R E E T APPROXIMATE TOP OF BANK APPROXIMATE TOP OF BANK ST E N N E R C R E E K 35 FT S E T B A C K P E R 17 .70 .03 0 .2.B 48 .79 ° 20 '-0 " SE T BA C K PROPERTY L I N E 10'-0" SETBACK 6' -0 " SE T B A C K PROPERTY LINE 6' -0 " SE T B A C K WM (EXISTING) SHARED PAVED DRIVEWAY EASEMENT KKK WM 3 14 ' -6" MAILBOXES UNIT #20 (TYPE A) UNIT #12 (TYPE B) UNIT #11 (TYPE B MIRRORED) UNIT #14 (TYPE B)UNIT #16 (TYPE B) UNIT #15 (TYPE C) UNIT #13 (TYPE C) UNIT #19 (TYPE A MIRRORED) UNIT #7 (TYPE C) UNIT #8 (TYPE C) UNIT #9 (TYPE C) UNIT #10 (TYPE C) UNIT #6 (TYPE AA) UNIT #5 (TYPE AA) UNIT #3 (TYPE D MIRRORED) UNIT #4 (TYPE D MIRRORED) 12'-0"5'-0"9'-6"9'-6" NO PARKING 18 ' -0 " 6'-0 " UNIT #1 (TYPE C) UNIT #2 (TYPE C) 4'-0" 8' -0 " 12 8'-6" RA M P U P RA M P U P EASEMENT 12'-0 " EA S E M E N T UNIT #17 (TYPE C) UNIT #18 (TYPE C) COM M U NIT Y SPACE ADAR ES T ROOM (E)KIT CHEN COMMO N A REA F ORRES IDEN TS COMMUNITY SPA CE MANAGE M E N T SP A CE ST OR AGE ST O R AGE RE H A B ILITA T E ( E ) ON E S T O RY HISTOR I C AD OBE OC C : B (E)FULL BAT HROO M (E) FULL BAT HROO M BRICK PAPPTAAH (EXISTING)SHARED PAPPVAAED DRIVEWAWWYAA EASEMENT 333333 12'-0"5'-0 PPAAPPPRRK 18 RAMPUP RAMPUP CONCRETE SIDEWAWW LK STREET10'-0" SETBACK WWWWMM #11 PE B ORED)UNIT # (TYPE C 24 TREE REMOVED ED) CO S WAWWTAAER RISER EXPOSED PIPES (UNKNOWN ORIGIN) APPROXIMATAAE TOP OF BANK TREE 1 TREE 3 TREE 7 TREE 8 TREE 10 TREE 9 TREE 6 TREE 4 TREE 5 TREE 11 TREE 12 TREE 13 TREE 15 TREE 16 TREE 14 TREE 2 1 TYP. 2 TYP. 5 9 9 13 14 14 14 15 16 TYP. 20 19 TYP. 7 21 23 22 22 22 22 8 3 24 25 TYP. TYP. 11 12 1817 TYP. 26 TYP. 6 6 6'-6 " 6'-0" 6'-0" 6'-0 " 5'-4" 4' - 3 1 / 2 " RAISED WALKWAY 27 27 28 29 29 30 30 26 ' - 0" 8 ' - 0" 8 5'-4 " 10 4 31 033 CA-1.0 SITE P LAN SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 NOTE: REFER TO SHEETS A-1.1 (UNIT A), A-1.2 (UNIT AA), A-1.3 (UNIT B), A-1.4 (UNIT C), &A-1.5 (UNIT D) FOR FLOOR PLANS OF UNITS. SITE PL AN 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 29 30 31 ALL RESIDENTIAL UNITS SHALL BE RAISED ON HELICAL PIERS TO BE A MINIMUM OF 1' ABOVE THE BFE (BASE FLOOD ELEVATION): REFER TO SPECS BY CONSULTANT ON SHEET JRSC-C (N) NON-COMBUSTIBLE RAISED WALKWAY TO BE A MINIMUM OF 1' ABOVE THE BFE (BASE FLOOD ELEVATION), 6'-0" WIDE TYPICAL U.N.O. VERIFY MATERIAL W/ OWNER. TO HAVE A 42" CABLE/METAL GUARDRAIL. (N) 6'-6" WIDE NON-COMBUSTIBLE RAISED WALKWAY TO BE A MINIMUM OF 1' ABOVE THE BFE (BASE FLOOD ELEVATION). VERIFY MATERIAL W/ OWNER. TO HAVE A 42" CABLE/METAL GUARDRAIL. (N) 4'-0" WIDE NON-COMBUSTIBLE RAISED WALKWAY TO BE A MINIMUM OF 1' ABOVE THE BFE (BASE FLOOD ELEVATION). VERIFY MATERIAL W/ OWNER. TO HAVE A 42" CABLE/METAL GUARDRAIL. ACCESSIBLE RAMP PER CBC STANDARDS. SLOPE 1:12 PER ADA REQUIREMENTS. MAINTAIN 6'-8" HEAD CLEARANCE FROM TREE CANOPY. (N) 9'-6" WIDE PARKING SPACE SHALL BE ELECTRICAL VEHICLE READY SPACES EQUIPPED WITH ELECTRICAL VEHICLE CHARGING STATION & EQUIPMENT, REFER TO SAN LUIS OBISPO ENGINEERING STANDARDS ON CIVIL DRAWINGS (N) VAN ACCESSIBLE PARKING STALL WITH 5'-0" ACCESSIBLE AISLE LOCATED ON PASSENGER SIDE OF VEHICLE. SHALL BE ELECTRICAL VEHICLE READY SPACES EQUIPPED WITH ELECTRICAL VEHICLE CHARGING STATION & EQUIPMENT. (N) MOTORCYCLE PARKING SPACE, REFER TO SAN LUIS OBISPO ENGINEERING STANDARDS ON CIVIL DRAWINGS COVERED AND GATED LONG-TERM BICYCLE PARKING. PAVER HARDSCAPE. BIKE RACKS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, REFER TO SPECIFICATION DETAIL #1 ON SHEET CA-7.0. PROVIDE ELECTRICAL OUTLETS FOR ELECTRIC BIKE CHARGING. VERIFY LOCATION & AMOUNT W/ OWNER. TO BE SECURED & WELL-LIT FOR OCCUPANTS. PARKING FOR ALL OCC. SEE DTL 1/CA-7.0 SHORT-TERM BICYCLE PARKING. ANGLED BIKE RACKS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, REFER TO SPECIFICATION DETAIL #1 ON SHEET CA-7.0. COVERED TRASH ENCLOSURE SHALL BE OF A MATERIALAND COLORS THAT COMPLEMENT THE ARCHITECTURE OF THE UNITS, REFER TO SHEET CA-8.0. REFER TO WILL-SERVE LETTER ON SHEET T-1.1 MAILBOX TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, REFER TO SPECIFICATION DETAIL #3 ON SHEET CA-7.0 OR PROVIDE AN APPROVED EQUAL. VERIFY W/ OWNERS. (N) PAVERS @ DRIVEWAY APPROACH, COLOR & DESIGN TO MATCH (E) HISTORICAL BRICK WALKWAY LEADING TO THE ADOBE. EXTERIOR STAIRS AT 6" RISE AND 12" TREAD TO HAVE BIKE RAMP TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, REFER TO SPECIFICATION DETAIL #2 ON SHEET CA-7.0 OR PROVIDE AN APPROVED EQUAL. REFER TO CIVIL DRAWINGS. MAINTAIN (E) PAVED DRIVEWAY EASEMENT MAINTAIN (E) TRELLIS STRUCTURE, VERIFY LOCATION IN FIELD ALL RESIDENTIAL UNITS SHALL HAVE A WATER HEATER CLOSET & A WATER HEATER PUMP TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, VERIFY LOCATION IN FIELD. TO COMPLY W/ CALIFORNIA ENERGY REPORTS. ALL RESIDENTIAL UNITS SHALL HAVE A MINI-SPLIT CONDENSER TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, VERIFY LOCATION IN FIELD. TO COMPLY W/ CALIFORNIA ENERGY REPORTS. (N) FENCE AT PROPERTY LINE TO MATCH (E) FENCE IN HEIGHT, DESIGN, AND COLOR (E) FENCE TO BE MAINTAINED PLANTER BOXES, REFER TO LANDSCAPE PLANS TREEMAYHAVETOBETRIMMEDORPRUNEDTO ALLOW FOR CLEARANCE ABOVE UNIT ROOFS, TO BE VERIFIED ON SITE AND WITH THE ARBORIST. REFER TO ARBORIST REPORT AND TREE REMOVAL PLAN. TREEMAYHAVETOBETRIMMEDORPRUNEDTO ALLOW FOR 6'-8" CLEARANCE ABOVE WALKWAYS, TO BE VERIFIED ON SITE AND WITH THE ARBORIST. REFER TO ARBORIST REPORT AND TREE REMOVAL PLAN. PAVED WALKWAY AT GROUND LEVEL. VERIFY MATERIAL W/ OWNER. (E) BRICK PAVERS, REPAIR AS NEEDED PER SOI STANDARDS (N) LANDSCAPED AREAS TO COMPLY WITH SOI STANDARDS. REFER TO LANDSCAPE PLANS. LOCATION OF FUTURE ELECTRICAL VEHICLE CHARGING STATION & EQUIPMENT. INSTALL DETECTABLE WARNING SURFACE PER CIVIL DRAWINGS C-2.0 PROVIDE PLANTER BOXES ABOVE LONG TERM BIKE SHED, SEE DTL 1/CA-7.0 SECURED GATE AND FENCE FOR LONG TERM BIKE PARKING AND TRASH ENCLOSURE INSTALL (N) TRANSFORMER AND TRANSFORMER PAD PER ELECTRICAL INSTALLER REQUIREMENTS, SEE C-4.0 FOR MORE INFORMATION SITE PL AN SCALE: 1/8" = 1'-0" 0' SCALE:1/8"=1' 8' 16'4' TH RE S H O LD EL EV.=181.83' 24"TREE REMOVED WATER RISER EXPOSED PIPES (UNKNOWN ORIGIN) BRICK W ALKWA Y BRICKWALKWA Y CO NC R E T E SIDE WA LK CO N C R ETE SID E WALK CO N C R E T E DR I V EWAY (E) CO N C R E T E DRI V EWAY CO N C R ETE CU R B & GU T TE R BUSH SS 48"STUMP BRICK PATH BRICK PATH NEIGHBORING RESIDENCE DA N A S T R E E T APPROXIMATE TOP OF BANK APPROXIMATE TOP OF BANK ST E N N E R C R E E K 35 FT S E T B A C K P E R 17 .70 .03 0 .2.B PROPERTY L I N E PROPERTY LINE WM (EXISTING) SHARED PAVED DRIVEWAY EASEMENT WM 3 12 RA M P U P RA M P U P EASEMENT COM M U NIT Y SPACE ADAR ES T ROOM (E)KIT CHEN COMMO N A REA F ORRES IDEN TS COMMUNITY SPA CE MANAGE M E N T SP A CE ST OR AGE ST O R AGE RE H A B ILITA T E ( E ) ON E S T O RY HISTOR I C AD OBE OC C : B (E)FULL BAT HROO M (E) FULL BAT HROO M TREE 1 TREE 3 TREE 7 TREE 8 TREE 10 TREE 9 TREE 6 TREE 4 TREE 5 TREE 11 TREE 12 TREE 13 TREE 15 TREE 16 TREE 14 TREE 2 BRICK PAPPTAAH (EXISTING)SHARED PAPPVAAED DRIVEWAWWYAA EASEMENT 3 RRAAMMPPUUPP TRTTEE 2 RRAAMMPPUUPP CONCRETE SIDEWAWW LK STREET WWWWMM TTTTTTTTTTTTTTTRRRRRRRRRRRRRRRRRRRRTTTTTTEEEEEEEEEE 15 TRTTEE 11 TTTTTTTTTT TRTTEE 16 TRTTEE 1 TTTTTTTTTTTTTTTTTRRRRRRRRRRRRRRRRRTEEEEEEEEEEEEEEEEE CO S EEEEEEEEE 13 EEEEEEEEEEEE 12 TTRRRRRRTTTEEEEEEEEEEE TTTTTTTTTTRTTEEEEEEEE TRTTEE 11144 24"TREE24TREE REMOVED 30" PECAN TREE REMOVED X TRTTEE 4 5" LOCUST MAINTAINED TTTTRRRRTTTTTEEEEEEE 555 5" OAK MAINTAINED REE 6TTTTRTTTEE 30" OAK MAINTAINED 27" OAK REMOVED TTTTRRRTTTTEEEEEEE 7777 10" OAK MAINTAINED TRTTEE 88 12" OAK MAINTAINED 40"AVOCADO REMOVED X 7" PERSIMMON TREE REMOVED X 12" PERSIMMON TREE REMOVED X 5" PERSIMMON TREE REMOVED X 10" PITTOSPORUM TREE REMOVED X 10" POPLAR REMOVED 67" REDWOOD MAINTAINED 36" REDWOOD MAINTAINED TTRRTTTTEE 9 13" OAK MAINTAINED TRTTEE 10D 12" OAK MAINTAINED 36" MAGNOLIA MAINTAINED 12" OAK MAINTAINED 6" PITTOSPORUM MAINTAINED 42" SYCAMORE MAINTAINED 43" SYCAMORE MAINTAINED 18"AVOCADO REMOVED 37"AVOCADO MAINTAINED X 8" VALLEY OAK REMOVED X 5" LOCUST REMOVED X 5" LEMON 3" OAK REMOVED WAWWTAAER RISER EXPOSED PIPES (UNKNOWN ORIGIN) APPROXIMATAAE TOP OF BANK TRTTEE 3 36" OAK MAINTAINED X X X X X XX X X X X 033 CA-1.1 TR E E E X H IBIT SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 NOTE: REFER TO TREE ASSESSMENT REPORT ON SHEET CA-1.2 AND LANDSCAPE PLAN ON SHEET CLS1.TREE EXHIBIT SCALE: 1/8" = 1'-0" 0' SCALE:1/8"=1' 8' 16'4' 033 CA-1.2 TR E E A S S E S S M E N T RE P O R T SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 TREE ASSESSMENT REPORT WATERMAN VILLAGE TINY HOUSE PROJECT TREE ASSESSMENT REVISED April 03, 2024 Prepared by Terry Lee ASLA, Landscape Architect RLA#4106 Shaun Callarman Certified Arborist WE3356A 319 NORTH HIGHWAY 1 #54GROVER BEACH | CA 93433RLA 4108 | LEED GR \ ARBORIST Page 2 Purpose The client, Waterman Village Tiny Home Project (Smartshare Housing Solutions), contracted with me, Terry Lee Landscape Architect (TLLA) to perform the following Tree Survey Scope of Work: " ! # On May 11, 2023, Certified Arborist Shaun Callarman and myself prepared the following tree survey of all the existing trees on site and off site trees of influence. Tree Inventory The following trees where found to be of good to poor health. The table below indicates their disposition for protection or removal. Measurements were made in accordance with ISA standards. Tree canopies are displayed on the Conceptual Landscape Site Plan, Figure 1. Trees to Remain (16) Trunk Size Tree Type Disposition 43” California Sycamore Good Healthy Tree to remain 42” California Sycamore Good Healthy Tree to remain67” Redwood Good Healthy Tree to remain36” Redwood Good Healthy Tree to remain 6” Pittosporum Good Healthy Tree to remain 36” Magnolia Multi-Trunk Good Healthy Tree to remain 12” Coastal Live Oak Multi-Trunk Good Healthy Tree to remain 5” Coastal Live Oak Multi-Trunk Good Healthy Tree to remain 10” Coastal Live Oak Multi-Trunk Good Healthy Tree to remain12” Coastal Live Oak Multi-Trunk Good Healthy Tree to remain 12” Coastal Live Oak Multi-Trunk Good Healthy Tree to remain 13” Coastal Live Oak Multi-Trunk Good Healthy Tree to remain 37” Avacado Good Healthy Tree to remain 30” Coastal Live Oak Good Healthy Tree to remain* 36” Coastal Live Oak Good Healthy Tree to remain5” Locust Good Healthy Tree to remain Trees to Be Removed(12) Trunk Size Tree Type Disposition 37” Avocado Multi-Trunk Fair Health to be removed 8” Valley Oak Fair Health to be removed 18” Avocado Multi-Trunk Fair Health to be removed5” Locust Poor Health to be removed 5” Meyer Lemon Poor Health to be removed 30” Pecan Fair Health to be removed 10” Poplar Fair Health to be removed 10” Pittosporum Poor Health to be removed 5” Persimmon Poor Health to be removed 7” Persimmon Fair Health to be removed 12” Persimmon Fair Health to be removed27” Coastal Live Oak Fair Health to be removed This project will comply with the requirement of a Tree Removal Permit with the City of San Luis Obispo as deemed necessary prior to demolition. 319 NORTH HIGHWAY 1 #54GROVER BEACH | CA 93433RLA 4108 | LEED GR \ ARBORIST Page 3 Figure 1 Conceptual Landscape Site Plan This site plan shows the existing tree types, tree trunk diameter and approximate canopy location. Trees to be removed are marked by in Red. The Critical Root Zone (CRZ) of each tree to remain is marked by a Blue circle around the tree. Trees to remain are suitable for protection during construction. Field adjustments to the new construction may be required to avoid unknown impacts as the location of the trees was provided on the Site Survey. 319 NORTH HIGHWAY 1 #54GROVER BEACH | CA 93433RLA 4108 | LEED GR \ ARBORIST Page 4 Trees Impacts from Construction Activities The Oak Trees in the back right corner of the property will likely be impacted by construction of Units 13 and 15 and the adjacent walkway as these structures are located within the CRZ (Critical Root Zone). Units 11 and 13 when constructed will impact the CRZ and protection measures will need to be implemented. Units 15, 17 and 18 will also impact the 40” Avocado tree's roots and will be removed. The 67"/30” Redwood’s root mat is likely to be disturbed during construction of Unit 19 as shown by the blue CRZ circle. In addition, the grading for the ADA parking under the 37”Avocado Tree may also impact this tree's roots as the parking area is well with its CRZ. The project may impact tree roots with general construction activities and installation of underground utilities. As of now, we have been told that every effort will be made to keep all underground utilities away from the critical root zones shown on the site plan. Grading for site drainage should be kept to a minimum and avoid tree CRZ where possible. Mitigation of Tree Impacts The proposed foundation for the raised Tiny Houses is demonstrated in by the concept drawings of Figure 2 and 3. Using 6 to 8 Helical Piers per tiny house would minimize root disturbance and likely be well within the maximum 25% of impact to critical root zones that a tree is generally able to tolerate and remain healthy (ISA Standard). Therefore, using helical piers for construction of the tiny houses and the proposed elevated walkways is recommended for mitigation to the potential impacts to all CRZs. Figure 2 and 3 Conceptual Helical Pier Layout 319 NORTH HIGHWAY 1 #54GROVER BEACH | CA 93433RLA 4108 | LEED GR \ ARBORIST Page 5 Suitability for Preservation and Protection All trees listed in the Tree Inventory listed on Page 2 that are to remain, are in good healthy condition and have good suitability for protection and preservation with the proper care and protection during construction. The trees will need to be protected during construction to minimize damage to the root, the canopy and trunk areas. See Tree Protection Specifications below. In addition, the trees will need pruning by a certified Arborist to raise the weighted canopies above the project’s ‘Tiny House’s’ roof line during construction and to allow equipment clearance. This pruning will greatly improve the tree’s structure and provide a balanced canopy with the tree’s drip line reduced so the tree remains healthy and not a liability to the future of the trees with the new Tiny Houses. Tree Protection Tree protection focuses on protecting trees from damage to the roots, trunk, or scaffold branches from heavy equipment. two zones of protection need to be determined to protect the tree's health and structure, the Tree Protection Zone (TPZ) and the Critical Root Zone (CRZ) The tree protection zone (TPZ) is the defined area in which certain activities are prohibited to minimize potential injury to the tree. The TPZ can be determined by a formula based on species tolerance, tree age, and diameter at breast height or at the drip line in some instances. For this project, I would use the drip line as the protection distance. Figure 1: The image below depicts the drip line, CRZ and TPZ for Oak Trees. Critical Root Zone The critical root zone (CRZ) is the area of soil around the trunk of a tree where roots are located that provide stability and uptake of water and nutrients required for the tree's survival. The CRZ is the minimum distance away from the trunk that needs to be protected from disturbance, and will be defined by the distance of 5 times the trunk diameter in feet. For example, if the tree is 2 feet in diameter, the minimum CRZ 6 ft. high distance would be 10 feet from the stem. Under certain circumstances, disturbing or cutting roots in a CRZ may be unavoidable. In such cases, the work should be done only under the on-site supervision of an ISA Certified Arborist Sturdy TPZ (Tree Protection Zone) Fencing installed at the dripline of the tree for this application. Field adjustments for overlapping canopies will need to made for ease of protection fencing. 319 NORTH HIGHWAY 1 #54GROVER BEACH | CA 93433RLA 4108 | LEED GR \ ARBORIST Page 6 Important Considerations 1. Place tree protection fencing at the drip line distance around both trees to be preserved, where possible. 2. Adopt a no dig policy around the trees TPZ and do not grade or trench for sub aggregate base within the CRZ of the trees, except as permitted, as in the case of a helical pier foundation system, and monitored by the project arborist. 3. Do not grade within the critical root zones of the tree or raise the grade. Use existing grade where possible. Maintain a minimum distance of 15 feet of no disturbance on all affected sides. 4. Maintain soil moisture by irrigating under the trees during summer months. 5. Have a qualified arborist prune the existing trees to be protected prior to start of project, with an objective of providing adequate clearance for heavy equipment (14 feet). Tree maintenance specifications should be written in accordance with ANSI A300 standards. Construction Best Practices 1. Pre-Construction Meeting Prior to beginning work, all contractors involved with the project should attend a pre- construction meeting with the project arborist to review the tree protection guidelines: Access routes, storage areas, and work procedures discussed. 2. Tree Protection Zones and Fencing Tree protection fencing should be established prior to the arrival of construction equipment or materials on site. Fencing should be comprised 4-foot-high orange safety fence, and secured to 4-foot t-posts 6’ apart. Once established, the fencing must be maintained throughout the construction process until final inspection and should be inspected periodically for damage and proper function and be repaired as necessary, to provide a physical barrier from general construction activities. 3. Monitoring Any trenching, grading or demolition deeper than 12” that is expected to within the CRZ or that encounter tree roots shall be monitored by the project arborist and should be documented. The site shall be evaluated by the project arborist after construction is complete, and any necessary remedial work that needs to be performed should be noted. 4. Restrictions Within the Tree Protection Zone No storage of construction materials, debris, or excess soil will be allowed within the TPZ. Spoils from any potential trenching shall not be placed within the tree protection zone either temporarily or permanently. Construction personnel and equipment shall be routed outside the TPZ. 319 NORTH HIGHWAY 1 #54GROVER BEACH | CA 93433RLA 4108 | LEED GR \ ARBORIST Page 7 5. Root Pruning When roots over two inches in diameter are encountered during monitoring should be pruned by hand with loppers, handsaw, or chainsaw rather than left crushed or torn. Roots should be cut beyond sinker roots or outside root branch junctions and be supervised by the project arborist. When completed, exposed roots should be kept moist with burlap or backfilled within one hour. 6. Watering of Protected Trees If the construction is to occur during the summer months supplemental watering should be applied to help ensure survival during and post construction. 7. Tree Pruning All tree pruning should be performed by a qualified arborist. Tree pruning shall be specified according to ANSI A-300A pruning standards and adhere to ANSI Z133.1 safety standards. Trees that need to be pruned should be identified in the pre-construction walk through. 8. Tree Protection Signs All sections of fencing should be clearly marked with signs stating that all areas within the fencing are Tree Protection Zones and that disturbance is prohibited. Mitigations and Recommendations With the construction practices listed above and the project requirements below, tree impacts can be considered less than significant, and we believe this project can achieve objectives of adobe rehab and housing construction, as proposed, while protecting all heritage trees on site. The impacts to the tree’s CRZ indicted on the Site Plan, Figure 1 page 3, may have been impacted greatly with conventional foundation construction. However, based on the concept drawings of Figure 2 and 3 on Page 4 the Helical Piers construction technique with raised pathway design should minimize impacts, with impacts therefore considered less than significant. We recommend requiring this project to: 1) use helical piers or similar low impact foundation system in all CRZs; 2) maintain raised pathway to minimize impacts to CRZs; 3) minimize site grading; 4) use permeable paving for all hardscape; and 5) employ best construction practices for CRZ, as listed." We recommend proceeding with the development using the Helical Piers for the Tiny Units. Prepared by Terry Lee, Shaun Callarman, Landscape Architect, ASLA, LEED, ARBORIST Certified Arborist WE3356A End of Document. 033 CA-5.0 SITE LI GH T ING P LAN SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 EXTERIOR LIGHTING KEY: EL-2 LED IN-GRADE LUMINAIRES WITH ASYMMETRICAL LIGHT DISTRIBUTION ON POSTS AT RAISED WALKWAY EXTERIOR LIGHTING GENERAL NOTES: 1. ALL EXTERIOR LIGHTING FIXTURES SHALL BE OF A LOW INTENSITY, LOW GLARE DESIGN AND SHALL BE SHIELDED WITH FULL CUT-OFF DESIGN AND DIRECTED DOWNWARD SO THAT NEITHER THE LAMP NOR THE RELATED REFLECTOR INTERIOR SURFACE IS VISIBLE FROM ANY LOCATION OFF OF THE PROJECT SITE IN ORDER TO PREVENT SPILL OVER ONTO ADJACENT LOTS UNDER SEPARATE OWNERSHIP. 2. NO EXTERIOR LIGHTING SHALL BE INSTALLED OR OPERATED IN A MANNER THAT WOULD THROW LIGHT, EITHER REFLECTED OR DIRECTLY, IN AN UPWARD DIRECTION. 3. REDUCE THE LEVEL OF OF THE PARKING LOT LIGHTS TO THE MINIMUM STANDARD ALLOWED BY BUILDING CODE AFTER 10:00 P.M. DURING NORMAL OPERATIONS 4. POLE MOUNTED LIGHTING SHALL ONLY BE USED TEMPORARILY FOR SPECIAL EVENTS AND SEASONALAGRICULTURE ACTIVITIES. 5. PARKING LOT LIGHTING SHALL BE PROVIDED AT ALL STEPS AND RAMPS. FIXTURES SHALL BE MOUNTED ON LOW POLES, LOCATED AWAY FROM POTENTIAL VEHICLE IMPACT. 6. CUT OFF LIGHTING SHALL BE USED TO ILLUMINATE REAR PARKING, LOADING/UNLOADING AREAS AND OTHER OUTDOOR STORAGE OR WORK AREAS. LED ON-GROUND LUMINAIRES WITH WIDE BEAM DISTRIBUTION FOR ILLUMINATING GROUND SURFACES WALKWAYS.EL-3 TWIN LED- ROADWAY LUMINAIRES WITH ASYMMETRICAL WIDE SPREAD LIGHT DISTRIBUTION (ZERO UPLIGHT PRODUCED, DARK SKY COMPLIANT). EL-1 LED COMPACT DOWNLIGHTS WITH NARROW BEAM SYMMETRICAL LIGHT DISTRIBUTION. LOCATED AT EXTERIOR CEILING MAIN ENTRANCES. EL-4 TH RE S H O LD EL EV.=181.83' 24"TREE REMOVED WATER RISER EXPOSED PIPES (UNKNOWN ORIGIN) BRICK W ALKWA Y BRICKWALKWA Y CO NC R E T E SIDE WA LK CO N C R ETE SID E WALK CO N C R E T E DR I V EWAY (E) CO N C R E T E DRI V EWAY CO N C R ETE CU R B & GU T TE R BUSH S 48"STUMP BRICK PATH BRICK PATH NEIGHBORING RESIDENCE DA N A S T R E E T APPROXIMATE TOP OF BANK APPROXIMATE TOP OF BANK ST E N N E R C R E E K 35 FT S E T B A C K P E R 17 .70 .03 0 .2.B 48 .79 ° 20 '-0 " SE T BA C K PROPERTY L I N E 10'-0" SETBACK 6' -0 " SE T B A C K PROPERTY LINE 6' -0 " SE T B A C K WM (EXISTING) SHARED PAVED DRIVEWAY EASEMENT WM 3 14 ' -6" MAILBOXES UNIT #20 (TYPE A) UNIT #12 (TYPE B) UNIT #11 (TYPE B MIRRORED) UNIT #14 (TYPE B)UNIT #16 (TYPE B) UNIT #15 (TYPE C) UNIT #13 (TYPE C) UNIT #19 (TYPE A MIRRORED) UNIT #7 (TYPE C) UNIT #8 (TYPE C) UNIT #9 (TYPE C) UNIT #10 (TYPE C) UNIT #6 (TYPE AA) UNIT #5 (TYPE AA) UNIT #3 (TYPE D MIRRORED) UNIT #4 (TYPE D MIRRORED) 12'-0"5'-0"9'-6"9'-6" NO PARKING 18 ' -0 " 6'-0 " UNIT #1 (TYPE C) UNIT #2 (TYPE C) 4'-0" 8' -0 " 12 8'-6" RA M P U P RA M P U P EASEMENT 12'-0 " EA S E M E N T UNIT #17 (TYPE C) UNIT #18 (TYPE C) COM M U NIT Y SPACE ADAR ES T ROOM (E)KIT CHEN COMMO N A REA F ORRES IDEN TS COMMUNITY SPA CE MANAGE M E N T SP A CE ST OR AGE ST O R AGE RE H A B ILITA T E ( E ) ON E S T O RY HISTOR I C AD OBE OC C : B (E)FULL BAT HROO M (E) FULL BAT HROO M TREE 1 TREE 3 TREE 7 TREE 8 TREE 10 TREE 9 TREE 6 TREE 4 TREE 5 TREE 11 TREE 12 TREE 13 TREE 15 TREE 16 TREE 14 TREE 2 14'-6" MAILBOXES 8'-6" TTTTT BRICKWAWWLKWAWWYAA BRICKWAWWLKWAWWYAA TTTTTT RRAAMMPPUUPP RRAAMMPPUUPP 6'-0 "" SITE LIGHTING PL AN SCALE: 1/8" = 1'-0" 0' SCALE:1/8"=1' 8' 16'4' NOTE: VERIFY LIGHT FIXTURES AND PLACEMENTS WITH OWNER. WALL MOUNTED DARK SKY COMPLIANT LIGHT FIXTUREEL-4 CEILING MOUNTED LIGHT FIXTURE AT BIKE STORAGE AND TRASH ENCLOSUREEL-4 LIGHT STRIPS AT STAIRCASESEL-4 033 CA-6.0 AD O B E D R Y FLOO D P R O O F ING ST R A T E G IES SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 COMMUNITY SPACE ADA RESTROOM (E) KITCHEN COMMON AREA FOR RESIDENTS COMMUNITY SPACE MANAGEMENT SPACE STORAGE STORAGE REHABILITATE (E) ONE STORY HISTORIC ADOBE OCC: B (E) FULL BATHROOM(E) FULL BATHROOM ADOBE FLOOD GATE PLAN Scale: 3/16" = 1'-0"1 FLOOD GATE 2 FLOOD GATE 3FLOOD GATE 1 FLOOD GATE 4 13 CA-6.0 TYP. 12 CA-6.0 DRY FLOODPROOFING STRATEGIES 1 FLOODGATES AT DOOR & WINDOW OPENINGS BELOW THE BFE 2 ELECTRICAL OUTLETS SHALL BE INSTALLED ABOVE THE BFE 3 EQUIPMENT SHALL BE LOCATED ABOVE THE BFE 4 THE STRUCTURE SHALL BE PROPERLY ANCHORED HISTORIC ADOBE DRY FL OODPROOFING PL AN SCALE: 3/16" = 1'-0"SCALE:3/16"=1' 8'4'2'0' (AE) AE 033 CA-7.0 SITE SP E C IFICA T ION S SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 20243URYLGHV D VDIH HIé $ #$$& ') $ " & ## ") #$#% " ' #$"#)#$ Product Specifications BICYCLE ACCESS RAMP + % "# ' "#'$ )#$"#)#$ "#"% $ + ) #%" $#"!%"$ # )$# "( #&$ #% %#$ # # "' # #$"$ + #$ # $ ' "'$ $) # #% $ *$"'$ + $" %$$%"" # "!%"# ) $ $' $" # + " $ $$# "& $## " " # #%" $%$&%# +' % % " ($"%# #$ ###$ % $ $' $"%#$ + "$ "# % $" % $ $ #& Our Saris Infrastructure representatives can assist with custom layout and spacing to meet your room dimensions and desired bike capacity. "#'+ 0&# 5# . 3 .. +05 40.1"#" )1*'+1* .1++#) 0 '+)#// /0##)'+/0 )) 0',+ & ."3 .# ,+!.#0# +!&,./ '+!)1"#" Recommended Setbacks Bicycle Access Ramp Modules ,"1)# .0 #/!.'0-0',+ *- 6 ,1+0'+%. !(#0 ,'+'+%. !(#0 +" - #0 Modules ,"1)# .0 78 0, 6 0,6 0, 6 0,6 0, 6 0, 6 0,6 2#.6 ,+0 !0 .'/+$. /0.1!01.# #!,**#+"#"'/0 +!# $.,* )) 0 '."%# 8 +/0 )) 0',+#+%0& 78 +# .# " #+%0& ) !#0&##"%#,$0&#. *- DVVHPEO\ÜIURPWKHDGMDFHQWZDOORUHGJHRIVWDLUZD\ BIKE RACKS N.T.S.1 VERIFY WITH OWNER BIKE RAMP AT STAIRS N.T.S.2 VERIFY WITH OWNER &(175$/$9(18( &$5621&$ 48" AFF3 15" AFF2 15" AFF2 15" AFF2 Note: The shaded areas in the units listed below incorporate regulations and the maximum number of compartments that fall below the ADA upper reach limit of 48”. Consult local authorities for specific standards. Cluster Box Unit and Outdoor Parcel Locker ADA Accessibility Guidelines 3316 - Type III 3308 - Type I 3304 - Type II 3306 - Type VI 3312 - Type II 3302 - Type I 3313 - Type IV 3305 - Type V (16 A doors, 2 Parcels, OM) (8 A doors, 2 Parcels, OM) (4 Parcels, CA) (8 A doors, 4 Parcels, OM) (12 A doors, 1 Parcels, OM) (2 Parcels, CA) (13 B doors, 1 Parcel, OM) (4 C doors, 2 Parcels, OM) Finished Floor 72" 60" 48" 36" 24" 12" Page 1 of 1 Finished Floor 26-3/4" AFF1 Bottom Shelf of Bottom Mailbox 46" AFF 1 Bottom Shelf of Bottom Mailbox 46" AFF 1 Bottom Shelf of Bottom Mailbox 30-1/4" AFF1 Bottom Shelf of Bottom Mailbox 16-1/4" AFF1 Bottom Shelf of Bottom Parcel Locker 30-1/4" AFF 1 Bottom Shelf of Bottom Parcel Locker 30-1/4" AFF 1 Bottom Shelf of Bottom Parcel Locker 30-1/4" AFF 1 Bottom Shelf of Bottom Parcel Locker and Mailbox 16-1/4" AFF1 Bottom Shelf of Bottom Parcel Locker 16-1/4" AFF1 Bottom Shelf of Bottom Parcel Locker and Mailbox 42" AFF1 Center of Access Door 42" AFF 1 Center of Access Door 42" AFF 1 Center of Access Door 42" AFF 1 Center of Access Door 42" AFF1 Center of Access Door 34-1/8" AFF1 Center of Access Door 57-3/4" AFF1 Center of Top Lock 57-3/4" AFF1 Center of Top Lock 57-3/4" AFF1 Center of Top Lock 57-3/4" AFF1 Center of Top Lock 57-3/4" AFF1 Center of Top Lock 56-7/8" AFF1 Center of Top Lock 48" AFF3 72" 60" 48" 36" 24" 12" CLUSTER BOX UNITS ADA compliant compartment Finished Floor 48" AFF3 72" 60" 48" 36" 24" 12" OUTDOOR PARCEL LOCKERS (Revised 4/25/2022) Salsbury Industries • 18300 Central Avenue, Carson, CA 90746-4008 • Phone: (800) 624-5269 • Fax: (800) 624-5299 • email: engineering@mailboxes.com Copyright ©2022 Salsbury Industries. All rights reserved. ADA compliant compartment 16-1/4" AFF1 Bottom Shelf of Bottom Parcel Locker 16-1/4" AFF1 Bottom Shelf of Bottom Parcel Locker 37-1/2" AFF1 Center of Access Door 37-1/2" AFF1 Center of Access Door 55" AFF1 Center of Top Lock 55" AFF1 Center of Top Lock 1 – AFF=Above Finished Floor 2 – 15" AFF – Lowest forward reach and side reach limit allowed per ADA guidelines 3 – 48" AFF – Highest location of USPS arrow lock installation and at least one customer compartment shall be positioned less than 48" AFF MAIL BOX N.T.S.3 VERIFY WITH OWNER 6$1/8,62%,632&$ 6&$/( ,1&+(6 '$7( '5$:1%< &0+ (0$,/ LQIR#3HDN5DFNVFRP 3+21( 0$7(5,$/6 ),1,6+ 0$7(5,$/6 +2752//('5281'%$5+2752//('5281'%$5 [[$1*/( ),1,6+ 67$1'$5'+27',33('*$/9$1,=('237,21$/ 32:'(5&2$7 %$6,&&2/256 %,.(6,1*/(6,'(' :+((/63$&,1* 127( '5$:,1*12 6$1/8,62%,632&$ $,/ IR#3HDN5DFNVFRP 3+21( 66&5 6$1/8,62%,632&$ 6&$/( ,1&+(6 '$7( '5$:1%< &0+ (0$,/ LQIR#3HDN5DFNVFRP 3+21( 0$7(5,$/6 ),1,6+ 0$7(5,$/6 +2752//('5281'%$5+2752//('5281'%$5 [[$1*/( ),1,6+ 67$1'$5'+27',33('*$/9$1,=('237,21$/ 32:'(5&2$7 %$6,&&2/256 %,.(6,1*/(6,'(' :+((/63$&,1* 127( '5$:,1*12 6$1/8,62%,632&$ $,/ IR#3HDN5DFNVFRP 3+21( 66&5 NOTE: ENSURE ACCESSIBLE UNITS ARE ASSIGNED ACCESSIBLE MAILBOX SPACE. ANGL ED BIKE RACKS N.T.S.4 VERIFY WITH OWNER RIGHT HAND ANGLED BIKE RACK, VERIFY ORIENTATION WITH SITE PLAN. INSTALL PER REQUIRED BICYCLE CLEARANCES AND MANEUVERABILITY. LONG TERM BIKE SHED ELEVATION Scale: 1/8" = 1'-0"1 FENCE &GATE 8'-0" BIKE SHED 15'-10" TRASH ENCLOSURE 26'-0" BIKE SHED FENCE &GATE FOR REFERENCE ONLY: EXAMPLES OF PLANTER BOXES ABOVE BIKE STORAGE. 6$1/8,62%,632&$ 6&$/( ,1&+(6 '$7( '5$:1%< &0+ (0$,/ LQIR#3HDN5DFNVFRP 3+21( 0$7(5,$/6 ),1,6+ 0$7(5,$/6 +2752//('5281'%$5+2752//('5281'%$5 [[$1*/( ),1,6+ 67$1'$5'+27',33('*$/9$1,=(' 6,/9(5*5$< 237,21$/ 32:'(5&2$7 %$6,&&2/256 %,.(5+$1*/(' :+((/63$&,1* 127( '5$:,1*12 6$1/8,62%,632&$ $,/ IR#3HDN5DFNVFRP 3+21( $5+ 033 CA-9.0 FIRE S E P A R A T ION AN A LYS IS SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 FIRE SEPARATION ANALYSIS SCALE: 1/8" = 1'-0" 0' SCALE:1/8"=1' 8' 16'4' TH RE S H O LD EL EV.=181.83' 24"TREE REMOVED WATER RISER EXPOSED PIPES (UNKNOWN ORIGIN) BRICK W ALKWA Y BRICKWALKWA Y CO NC R E T E SIDE WA LK CO N C R ETE SID E WALK CO N C R E T E DR I V EWAY (E) CO N C R E T E DRI V EWAY CO N C R ETE CU R B & GU T TE R BUSH S 48"STUMP BRICK PATH BRICK PATH NEIGHBORING RESIDENCE DA N A S T R E E T APPROXIMATE TOP OF BANK APPROXIMATE TOP OF BANK ST E N N E R C R E E K 35 FT S E T B A C K P E R 17 .70 .03 0 .2.B 48 .79 ° 20 '-0 " SE T BA C K PROPERTY L I N E 10'-0" SETBACK 6' -0 " SE T B A C K PROPERTY LINE 6' -0 " SE T B A C K WM (EXISTING) SHARED PAVED DRIVEWAY EASEMENT WM 3 14 ' -6" MAILBOXES UNIT #20 (TYPE A) UNIT #12 (TYPE B) UNIT #11 (TYPE B MIRRORED) UNIT #14 (TYPE B)UNIT #16 (TYPE B) UNIT #15 (TYPE C) UNIT #13 (TYPE C) UNIT #19 (TYPE A MIRRORED) UNIT #7 (TYPE C) UNIT #8 (TYPE C) UNIT #9 (TYPE C) UNIT #10 (TYPE C) UNIT #6 (TYPE AA) UNIT #5 (TYPE AA) UNIT #3 (TYPE D MIRRORED) UNIT #4 (TYPE D MIRRORED) 12'-0"5'-0"9'-6"9'-6" NO PARKING 18 ' -0 " 6'-0 " UNIT #1 (TYPE C) UNIT #2 (TYPE C) 4'-0" 8' -0 " 12 8'-6" RA M P U P RA M P U P EASEMENT 12'-0 " EA S E M E N T UNIT #17 (TYPE C) UNIT #18 (TYPE C) COM M U NIT Y SPACE ADAR ES T ROOM (E)KIT CHEN COMMO N A REA F ORRES IDEN TS COMMUNITY SPA CE MANAGE M E N T SP A CE ST OR AGE ST O R AGE RE H A B ILITA T E ( E ) ON E S T O RY HISTOR I C AD OBE OC C : B (E)FULL BAT HROO M (E) FULL BAT HROO M TREE 1 TREE 3 TREE 7 TREE 8 TREE 10 TREE 9 TREE 6 TREE 4 TREE 5 TREE 11 TREE 12 TREE 13 TREE 15 TREE 16 TREE 14 TREE 2 UNIT #1 OCC: R-3 UNIT #5 OCC: R-3 UNIT # 19 OCC:R-3 3'-0 " 3'-0" IMAGINARY LINE F IMAGINARY LINE G IMAGINARY LINE B 11'-4" 6'-101/4 " 15'-7 1/4" 17'-2 1/2" I MA G INA R Y LI NE E 19'-2 1/2" 5'-0 1/ 4 " 8'-11 " 6'-0" 6'-6" 6'-0 " 6' -0 " 6'-0" 6'-6" 6'-0" 6'-0" 6'-0" 6'-0" 6 ' - 0 " 6'-0 " UNIT # 20 OCC:R-3 UNIT # 16 OCC:R-3 UNIT #14 OCC:R-3 UNIT # 12 OCC:R-3 UNIT # 11 OCC:R-3 UNIT # 13 OCC:R-3 UNIT # 15 OCC:R-3 UNIT # 17 OCC:R-3 UNIT # 18 OCC: R - 3 UNIT #2 OCC: R-3 UNIT #3 OCC: R-3 UNIT #4 OCC: R-3 UNIT #6 OCC: R-3 UNIT #7 OCC: R-3 UNIT #8 OCC: R-3 UNIT #9 OCC: R-3 UNIT #10 OCC: R-3 HISTORIC ADOBE OCC: B 3 '-0" IMA G INA R Y LI NE D 3'-0 " IMA G INAR Y LI NE C 3 '-0" 3' -0 " 3' -0 " IMAGINARY LINE A 6'-0 "" 15'-7 1/4 17'-2 1/ 19'-2 BRICKWAWWLKWAWWYAA BRICKWAWWLKWAWWYAA TTT MAILBOXES 8'-6" 14'-6" 3'-IIMMAGINARY LINE F 11'-4" '-101/4" 4" /2" 1/2" '-0 1/4" 8'-11" ' 4 / 5' -IM ' -IM 4 / 5' TTTTT IMAGINARY LINE B 6 II MMAAAAGGGGGGGGGGGGGGGINNAA RRYY LL IINNEE EE 6'-0" 6'-6" 6'-0" 6' -0" 6'-0" 6'-6" 6'-0" 6'-0" 6'-0" 6'-0" 6 ' - 0 " 6'-0 " 3 '-0" IIMMAAGGIINN AARRYY LL IINNEE DD 3'-0 " IIMMAAGGIINNAARRYY LL IINNEE CC 3 '-0" 3'-0" 3'-0" IMAGINARY LINE A RRAAMMPPUUPP RRAAMMPPUUPP EXISTING ADOBE TO BE REHABILITATED TYPE OF CONSTRUCTION V-B OCCUPANCY B FIRE-SPRINKLERED YES (FIRE SPRINKLER SUPPRESSION SYSTEM) SEPARATIONDISTANCE PER CBC TABLE 705.5 FIRE-RESISTANCERATING REQUIREMENTS FOREXTERIOR WALLS BASED ON FIRE IMAGINARY LINE DISTANCE FROM ADOBE TO IMAGINARY LINE FIRE-RESISTANCE RATING @ EXT. WALL OF ADOBE A 6'-10 1/4"1 HR B 11'-4"0HR C 15'-71/4"0HR D 17'-2 1/2"0HR E 19'-2 1/2"0HR F 5'-0 1/4"1 HR G 8'-11"1 HR TINY HOME UNITS TYPE OF CONSTRUCTION V-B OCCUPANCY R-3 FIRE-SPRINKLERED YES SEPARATIONDISTANCE PER CBC TABLE 705.5 FIRE-RESISTANCERATING REQUIREMENTS FOREXTERIOR WALLS BASED ON FIRE IMAGINARY LINE UNIT DISTANCE FROM UNIT TO IMAGINARY LINE FIRE-RESISTANCE RATING @EXT.WALLOFUNIT A 2 3'-0"0HR B 3 3'-0"0HR C 5&6 3'-0"0HR D 7&8 3'-0"0HR E 9 3'-0"0HR F 13 & 15 3'-0"0HR G 18 3'-0"0HR FIRE-SPRINKLERED UNITS HAVE A 3'FSD PER CBC TABLE 705.5 EXCEPTION I i.For a Group R-3 building of Type II-B or Type V-B construction, theexterior wall shall not be required to haveafire-resistanceratingwhere the fire separation distanceis5feet (1523 mm)or greater or where equipped throughout with an automatic sprinkler system in accordance with Section 903.3the fire-resistancerating shall not be requiredwhere the fire separation distanceis 3 feet or greater. ! " " # $ ! % ! " " ! # # " # $ % & & % ' ( % '% ) *+" ,+,* - ./ - - . 01 - - ' % ' % ) 233 - % # " 24"TREE REMOVED S DA N A S T R E E T ST E N N E R C R E E K 35 FT S E T B A C K P E R 17 .70 .03 0 .2.B PROPERTY L I N E PROPERTY LINE WMWM 3 12 RA M P U P RA M P U P TREE 1 TREE 3 TREE 7 TREE 8 TREE 10 TREE 9 TREE 6 TREE 4 TREE 5 TREE 11 TREE 12 TREE 13 TREE 15 TREE 16 TREE 14 TREE 2 15 REEEEE EEEE 110 181.90 CONC NAIL 113 181.40 CONC NAIL TC SW SET SP K157 18 0.74 S ET M A G158 18 0 .8 2 SE T SP K161 1 81 .2 0 S ET SPK162 18 0.1 2 S ET S PK163 1 7 9 .81 1 8 1.4 6 J P 1 8 0.8 2 SET M AG 1 8 1.8 9 F E F E 1 8 0.1 5 A C 1 8 0.4 4 A C 1 8 0.6 2 AC 1 8 0.94 AC 1 8 1.1 2 AC 1 8 1.3 9 AC 1 8 1.5 3 AC 181.7 AC 181.2 6 C 1 81.18 F C 181.86 TC 181.26 TC 181.16 FC 1 8 1.9 2 D W 18 2.0 8 C 181.97 C 18 1.89 CLN 1 8 1.85 CAP 181.65 DW 1 8 1.5 5 B C C181.63 CLN 181.72 CLN 181.0 9 F C181.15 T C 181.0 4 F C181.0 8 T C 181.1 3 C 1 8 1.1 0 C 1 8 1.1 1 C 1 8 1.0 2 F CAP181.5 6 T C AP 181.7 8 G B 1 8 1.5 9 C 1 8 1.6 1 C 1 8 1.5 0 C 181.41 BC C 1 8 0.7 9 F C181.4 2 T C 1 8 0.8 9 C 1 8 1.7 2 C 1 8 1.7 7 C 1 8 1.7 2 C 1 8 1.6 9 C1 8 1.6 5 C 1 8 1.6 1 C 1 8 1.5 0 C181.5 5 F AP 1 8 1.6 6 FA P 1 8 1.53 FAP 1 8 1.5 7 4 2"T RE E 1 8 1.4 2 F 1 8 0.7 5 C180.6 6 F C181.3 1 T C181.4 7 C 1 8 1.2 6 C 1 81.2 6 F AP 1 8 1.1 2 T C180.4 4 F C 1 8 0.5 6 C 1 8 1.2 6 C 1 8 1.2 5 C181.2 6 C 1 8 1.2 7 C 1 8 1.3 0 C 1 8 1.1 7 F AP181.2 3 F A P 1 8 1.4 7 4 2"T R EE 1 8 1.2 7 F AP 1 8 1.0 4 B C C181.0 6 T C180.4 1 F C 18 0.5 4 C181.0 7 C181.1 0 C 1 8 0.79 WM 1 8 0.8 9 T OP 1"V AL VE 180.70 G 1 8 0.8 8 C A P181.0 0 C AP 1 8 0.9 5 C AP 1 8 0.8 1 C AP 1 8 0.7 7 B C C 1 8 0.7 7 B C C 1 8 0.7 7 T C180.1 4 F C 1 8 0.2 9 C 18 0.8 5 F C 1 8 0.9 9 F C 1 8 0.7 4 F 1 8 0.7 2 C 1 8 0.6 3 C 1 8 0.6 3 T C179.9 6 F C 1 8 0.0 8 C 1 7 9.9 2 C179.8 6 F C180.4 0 T C 180.44 CAP 18 0.5 4 C AP 1 8 0.6 2 C EP 1 8 0.7 0 F 1 8 0.5 1 D W 1 7 9.9 6 T C179.8 3 F C 1 7 9.7 3 F C 179.85 TC 1 8 0.2 4 T C179.69 F C 1 7 9.74 C 1 8 0.3 0 DW180.4 1 C B K 180.44 CBK 1 8 0.44 C E P 1 8 0.4 4 FAP 1 8 0.2 8 C A P 1 8 0.2 0 BC C 1 8 1.0 5 EP 1 8 1.2 7 EP 1 8 0.6 2 BK 1 8 0.5 3 BK F 1 8 0.5 4 B K F AP 1 8 0.6 0 B K AP 1 8 0.7 0 BK A P 1 8 0.6 4 BK A P F 1 8 0.6 6 F E BKA P 1 8 0.7 9 BK AP T O F 1 8 0.7 4 B KAP 1 8 0.7 7 BKAP 180.82 BK EP 181.22 EP 1 8 1.2 3 E P 1 8 1.2 6 E P181.3 5 E P 1 8 1.4 1 4 8 "S T UM P 1 8 1.2 8 GB 1 8 1.0 4 GB 1 8 0.8 3 EP B K 1 8 1.4 4 EP 18 1.1 5 G B 1 8 0.9 0 B K 180.97 .18B 180.96 .18B 1 8 0.9 7 F S 1 8 0.9 8 E P BK 18 1.1 4 G B 1 8 1.2 4 EP 1 8 1.16 EP 181.03 STN LND 1 8 0.8 7 BK EP 180.85 BK EP181.1 4 L ND T OB181.1 3 L N D T OB 181.13 FW.35 TOB 1 8 0.9 7 F W.3 5 COR EP 1 8 1.1 4 F S 1 8 1.11 F S 1 8 0.9 4 F W.3 5 1 8 1.0 4 GB 1 8 0.8 5 G B 1 8 0.7 1 GB 1 8 0.6 4 G B180.5 8 E P AP 1 8 0.4 3 EP BK180.4 2 B KAP 1 8 0.3 8 BK 1 8 0.1 2 F 1 8 0.5 7 E P AP 1 8 0.6 6 EP A P 1 8 1.0 0 E P 1 8 0.9 2 5 2"T R EE 1 8 0.6 2 1 0"AVO 1 8 0.8 3 G 1 8 0.8 1 G 1 8 1.0 6 G 1 8 1.0 4 G 1 8 1.2 1 BK 1 8 1.2 0 BK 1 8 0.7 6 G 1 8 0.7 5 BK 1 8 0.7 7 BK 18 0.88 BK 1 8 1.0 8 B K 1 8 0.9 8 BK 1 8 0.5 4 .5 B 1 8 0.6 2 1 B 1 8 1.0 7 .15 B181.1 9 .1 5 B B K181.2 4 T H RES H181.3 2 .1 5 X.1 5 B 1 8 1.2 5 B K AP 1 8 1.1 9 BK A P 18 1.1 7 BK A P 1 8 1.1 3 BK AP 1 8 1.2 5 BK AP181.2 5 BK AP 1 8 1.2 4 BK AP 181.40 FS 1 8 1.8 3 T HR ESH 1 8 1.45 F S 1 8 1.2 2 .1 8 B 5.9181.0 5 .1 8 B 5.9 1 8 1.2 6 BK L N 1 8 1.0 6 BK 1 8 1.1 6 BK 1 8 0.9 8 BKAP 1 8 1.0 3 BKA P 1 8 0.9 3 1 B 1 8 0.9 0 1 B 181.04 BK LN 1 8 0.9 9 BK L N 1 8 1.0 4 8 "TR EE 181.14 BKAP 1 8 1.14 BK 1 8 1.1 9 B K 1 81.1 6 BK 1 8 1.1 9 BK 1 8 0.8 2 7"T R EE180.9 2 DL R 1 81.1 8 G 1 8 0.9 4 4 0"T R EE 1 8 1.4 7 G 181.73 FAP 1 8 2.11 B AS 1 8 2.0 2 BAS 1 8 1.8 4 RED BAS E 1 8 1.8 9 R E D B ASE 1 8 2.0 8 R E D BA SE 1 8 2.0 6 RED BASE 1 8 2.8 4 6 7 "R ED 1 8 1.8 5 3 6"RED 1 8 1.1 2 G 1 8 0.8 7 7 "5"T RE E 1 8 1.1 0 G 1 8 1.0 6 G 1 8 1.1 7 G 1 8 0.7 5 G 1 8 1.4 3 F AP 1 8 1.4 4 8"T REE 1 8 1.6 8 BUSH 1 8 1.9 4 BU S H 1 8 1.7 7 B USH 1 8 1.8 4 2 4 "T REE 1 8 1.6 0 G 181.98 F BU SH 1 8 1.5 5 G 1 8 1.5 5 1 0 "T R EE 1 8 1.1 9 6"T R EE 1 8 1.4 0 G 181.88 F 1 8 1.4 1 1 6"T REE 1 8 1.1 6 G 181.84 F 1 81.54 G 181.54 1 0 "O A K 181.56 1 0 "O AK 1 8 0.96 G 181.2 1 G 18 1.3 0 F 1 8 0.9 2 3 0"T R EE 1 8 0.59 G 18 0.2 4 G 179.56 TOP 177.69 G 178.2 9 F 179.68 FTOP 18 0.49 F 1 8 0.2 3 G 1 7 9.9 1 G 1 8 1.1 0 3 0"OAK 18 0.8 8 1 2"6"O AK 1 8 1.7 2 4 0"BASE A VO 1 8 0.6 0 .1 8 B 4180.6 1 .1 8 B 4 1 8 0.9 0 BKAP 1 8 0.8 9 BKA P 1 8 0.9 6 BK180.5 4 G 1 8 1.0 9 C AP 1 8 0.9 9 CA P 1 8 0.97 B K 1 8 0.8 7 BK 1 8 0.9 5 BK 1 8 0.9 7 BK 1 8 0.8 3 CO 1 8 0.9 8 G 1 8 0.5 5 .1 8 B 1.1180.5 4 .1 8 B 1.1 1 8 0.5 0 .1 8 B180.5 1 .1 8 B 17 8.3 6 F C O R 1 7 8.2 7 TO P 1 7 7.2 5 TO P 1 7 7.3 4 TO P 1 7 5.9 1 G 1 7 5.4 1 G 1 7 6.2 2 G 1 7 7.5 3 TO P 1 7 8.3 1 T O P 1 7 8.7 8 TO P 1 7 6.7 0 G 1 7 9.2 8 2-PIP ES G 1 7 8.3 8 2 -PIPES G 1 7 8.5 3 W VRISER 1 7 8.1 4 TO P 1 7 9.2 6 D L 1 7 9.5 4 D L 1 7 9.9 0 D L 1 7 9.7 1 D L 1 7 9.3 1 D L 1 7 7.6 7 TO P 1 7 6.3 3 G 1 7 9.7 9 G 1 8 0.1 8 G 1 8 0.7 6 BKAP 1 8 0.7 5 BKAP 1 8 0.7 7 BK AP 1 8 0.8 4 .1 8 X.1 8 B 1 8 0.6 9 .1 8 B180.6 8 .1 8 B 1 8 0.6 5 BK AP 1 8 0.6 1 BK A P 1 8 0.5 3 BK AP 1 8 0.6 0 BK AP 1 8 0.3 3 .1 8 B F180.3 4 .1 8 B F 1 8 0.2 2 BK A P 1 8 0.2 1 BK A P 180.18 BK AP 180.15 BK AP 180.11 BK AP 18 0.2 2 BK AP 1 8 0.2 9 BK 1 8 0.2 5 BK 1 8 0.0 8 G 1 8 0.1 5 .1 8 B F180.0 9 .1 8 BF 1 7 9.8 8 1 B17 9.9 0 1 B 1 8 0.1 0 BK 1 7 9.9 9 BK AP 1 8 0.0 5 BKAP 1 8 0.0 4 BKAP 1 8 0.0 7 BK 1 8 0.0 6 BK AP179.9 8 B KAP 1 8 0.0 2 G 1 7 9.8 8 G 1 79.97 G 1 79.6 9 G 1 7 9.5 6 3 6"OAK 18 0.94 1 2"T R E E 1 8 0.9 1 1 2"T R EE 1 8 0.6 0 G 1 8 0.7 1 G 1 8 0.7 4 BK AP180.7 6 B K AP 1 8 0.4 6 G 1 8 0.8 3 G 1 8 0.8 8 G 1 8 1.0 3 G 1 8 0.9 0 G 1 8 0.8 5 G180.8 0 G 1 8 0.7 9 G 1 8 1.0 3 G 1 8 0.9 3 G180.8 0 G180.8 8 G180.9 0 G 1 8 0.9 0 G 1 8 1.0 3 G 1 8 0.7 9 G 1 8 0.5 1 G180.8 7 G 1 8 0.81 G 1 8 0.6 9 G 1 8 0.9 4 BO L 1 8 0.8 4 BOL 1 8 0.6 3 BO L 1 8 0.7 3 GM 1 8 0.2 5 G 1 8 0.3 2 G 1 8 0.4 0 G 1 8 0.3 0 G 1 8 0.2 0 G180.8 6 BK 1 8 0.9 4 BK 180.87 BKAP 1 8 0.8 3 BKAP 1 79.9 5 G 1 8 0.0 4 G 1 8 0.5 9 G 1 8 0.4 8 G 1 8 0.3 8 F E180.2 6 F A P 1 7 9.7 5 F A P 1 7 9.0 7 G 1 7 9.1 2 G 1 8 0.3 3 .1 8 B180.3 3 .1 8 B 1 8 0.5 7 F W180.6 3 EP J P GM WM EXISTING ONE STORY HISTORIC BUILDING THRESHOLD ELEV.=181.83' REAR COURTYARD INACCESSIBLE AT TIME OF SURVEY 36"REDWOOD 40"AVOCADO 67"REDWOOD 24"TREE 42"TREE 10"TREE6"TREE 10"OAK10"OAK 12"TREE 30"TREE 30"OAK 6"OAK 12"OAK 16"TREE WATER RISER EXPOSED PIPES (UNKNOWN ORIGIN) 36"OAK BRICK W ALKWA Y 7"TREE BRICKWALKWAY CO NC R E T E SIDE WA LK CO N C R ETE SID E WALK CO N C R E T E DR I V EWAY CON C RE TE DR IVEW A Y CO N C R ETE CU R B & GU T TE RBOLLARD BRICK STEP BR ICKPA T H B R I C K P A T H 52"TREE OVERHEAD ELECTRIC SECURED TO TREE LIMB (NOT SHOWN) 12"TREE 10"AVOCADO BUSH 42"TREE 8"TREE 48"STUMP BRICK PATH BRICK PATH NEIGHBORING RESIDENCE 8"TREE 7"TREE 5"TREE PAVED SHARED DRIVEWAY APPROXIMATE TOP OF BANK APPROXIMATE TOP OF BANK 1 9 6.3 1 ROO F ROOF HEIGHT ELEV.=196.31' 4'-91/2"' DRIVEWAY TO C H O R R O L O D G E WA T E R L I N E N48\U+00B048'23"W200.67'M N52\U+00B035'00"W 186.27'M N54\U+00B001'00"W 183.91'M N37\U+00B0 25'00"E 137.0 0'M N53\U+00B006'23"E 4.98'M 12'EASMENT FORINGRESS ANDEGRESS PER 3355 OR 683 IN FAVOR OF APN 0 0 2 - 401-011 REBAR "LS5702" SET 5/8" REBAR "LS5702" SET 5/8" REBAR "LS5702" SET M A G SPIKE IN PAVEMENT "LS5702" SET 5/8"REBAR "LS5702"UNDER BRICK PAVERS SET MAG SPIKE IN CONCRETE "LS5702" 110181.90 CONCNAILTCSWINGTIE 113181.40 CONCNAILTCSWINGTIE 157180.74 SETSPK 158180.82 SETMAG 161181.20 SETSPK 162180.12 SETSPK 163179.81 SETSPK 181.46JP 180.82SETMAG 181.89FEFE 180.15 AC 180.44AC 180.62AC 180.94 AC 181.12 AC 181.39AC 181.53 AC 181.76 AC181.27C 181.18FC 181.86TC 181.26TC 181.16FC 181.92 DW 182.08C 181.97C 181.89CLN 181.85CAP 181.65DW 181.55BCC 181.63CLN 181.72CLN 181.09FC181.15 TC 181.04FC181.08TC 181.13C 181.10C 181.11C 181.03FCAP181.56TCAP 181.78GB 181.59 C 181.61C 181.50C 181.41BCC 180.79FC 181.42 TC 180.89 C 181.72 C 181.77C 181.72 C 181.69C 181.65 C 181.61C 181.50C 181.55FAP 181.66FAP 181.53FAP 181.5742"TREE 181.42F 180.75C180.66 FC181.31 TC181.47C 181.26 C 181.26FAP 181.12TC 180.44FC 180.56C 181.26C 181.25C 181.26C 181.27C 181.30C 181.17 FAP181.23 FAP 181.4742"TREE 181.27FAP 181.04BCC 181.06 TC 180.41FC 180.54C 181.07C 181.10 C 180.79 WM 180.89TOP1"VALVE 180.70G 180.88 CAP181.00 CAP 180.95CAP 180.81CAP 180.77BCC 180.77BCC 180.77 TC180.14FC 180.29C 180.85FC 180.99FC 180.74F 180.72 C 180.63C 180.63TC 179.96FC 180.08C 179.93 C179.86FC180.40TC 180.45CAP 180.54CAP 180.62CEP 180.70F 180.51DW 179.96TC179.83FC 179.73FC 179.85TC 180.24TC179.69FC 179.74C 180.30DW180.41CBK 180.44CBK 180.44CEP 180.45 FAP 180.28CAP 180.20BCC 181.05EP 181.27EP 180.62BK 180.53BKF180.54BKFAP 180.61BKAP 180.70BKAP 180.64BKAPF 180.66FEBKAP 180.79BKAPTOF 180.74BKAP 180.77BKAP 180.82BKEP 181.23EP 181.23EP 181.26 EP 181.35EP 181.4148"STUMP 181.28GB 181.04GB 180.83EPBK 181.44EP 181.15GB 180.90BK 180.97.18B 180.97.18B 180.97FS 180.98EPBK 181.14GB 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BUSH 181.94BUSH 181.77BUSH 181.8424"TREE 181.60G 181.98FBUSH 181.55G 181.5510"TREE 181.196"TREE 181.40G 181.88F 181.4116"TREE 181.16G 181.84F 181.54G 181.5410"OAK 181.5610"OAK 180.96G 181.21 G 181.30 F 180.9230"TREE 180.59G 180.24G 179.56TOP 177.69 G 178.29F 179.68FTOP 180.49 F 180.23G 179.91G 181.1030"OAK 180.88 12"6"OAK 181.72 40"BASEAVO 180.60.18B4180.61.18B4 180.90BKAP 180.89BKAP 180.96BK 180.54G 181.09CAP 180.99CAP 180.97BK 180.87BK 180.95BK 180.97 BK 180.83CO 180.98 G 180.55.18B1.1180.54.18B1.1 180.50.18B180.51.18B 178.36FCOR 178.27TOP 177.25TOP 177.34 TOP 175.91G 175.41 G 176.22 G 177.53 TOP 178.31 TOP 178.78TOP 176.70G 179.282-PIPESG 178.382-PIPESG 178.53WVRISER 178.14TOP 179.26DL 179.54 DL 179.90DL 179.71DL 179.31 DL 177.67TOP 176.33 G 179.79 G 180.18G 180.76BKAP 180.75BKAP 180.77 BKAP 180.84.18X.18B 180.69.18B180.68 .18B 180.65 BKAP 180.61BKAP 180.53BKAP 180.60BKAP 180.33.18BF180.34.18BF 180.22BKAP 180.21BKAP 180.18BKAP 180.15BKAP 180.11BKAP 180.22BKAP 180.29BK 180.25BK 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REFER TO DEMOLITION NOTES AND SOI STANDARDS & SHEET D-2.0 DEMOLITION NOTES: 1. PRIOR TO DEMOLITION, ANY EROSION CONTROL METHODS REQUIRED SHOULD BE IN INSTALLED AND SUFFICIENTLY VERIFIED BY THE GENERAL CONTRACTOR. 2. HOURS OF DEMOLITION SHALL BE LIMITED FROM 7:00 AM TO 7:00 PM, MONDAY THROUGH FRIDAY. 3. PEDESTRIANS SHALL BE PROTECTED FROM CONSTRUCTION / DEMOLITION AS STATED IN CBC CHAPTER 33, SECTION 3306. 4. DUST CONTROL MEASURES SHALL BE IN EFFECT CONTINUOUSLY DURING DEMOLITION AS TO LIMIT THE AMOUNT OF AIRBORNE DEBRIS AND DUST. 5. MATERIALAND 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. MATERIALAND 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. RETENTION OF ORIGINAL ELEMENTS: THE EXTENT OF RETENTION OR DEMOLITION OF THE ORIGINAL BUILDING FRAMEWORK,, ROOF, AND EXTERIOR BEARING WALLS AND CLADDING OF THE EXISTING RESIDENCE WILL BE CLEARLY DEPICTED ON PLANS SUBMITTED FOR CONSTRUCTION PERMITS. ALTERATIONS TO THE RESIDENCE WILL RETAIN AT LEAST 75% OF THOSE ELEMENTS AND REUSE ORIGINAL MATERIALS, AS PRACTICABLE. ALTERATIONS DO NOT INCLUDE ORDINARY REPAIR OR MAINTENANCE THAT IS EXEMPT FROM A BUILDING PERMIT OR IS CONSISTENT WITH THE SECRETARY OF THE INTERIOR'S STANDARD FOR THE TREATMENT OF HISTORIC PROPERTIES. RETENTION AND PRESERVAT ION OF MATERIALSANDFEATURES: THE HISTORIC MATERIALS AND CHARACTER DEFINING FEATURES OF THE EXISTING RESIDENCE WILL BE RETAINED AND PRESERVED. THESE MATERIALS AND FEATURES INCLUDE: A PYRAMIDAL ROOF FORM WITH OVERHANGING EAVES, A PEDIMENT PORCH ENTRY; PATTERN SHINGLE DECORATION IN THE PORCH PEDIMENT; A SPINDLE TURNED WOOD POSTS; SIMPLE WOOD DOOR AND WINDOW TRIM; DOUBLE HUNG WINDOWS; THE PROPORTION AND ARRANGEMENT OF WINDOWS; AND WOOD CLAPBOARD SIDING, AS PRACTICABLE. REPAIR OF MATERIALS AND FEATURES: HISTORIC MATERIALS AND CHARACTER DEFINING FEATURES WILL BE REPAIRED, RATHER THAN REPLACED, AS PRACTICABLE, WHERE DETERIORATION HAS NOT RENDERED THEM BEYOND REPAIR. REPAIR OF HISTORIC MATERIALS AND CHARACTER -DEFINING FEATURES WILL BE PERFORMED IN A MANNER CONSISTENT WITH THE GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS SET FORTH IN THE SECRETARY OF THE INTERIOR'S GUIDELINES FOR THE TREATMENT OF HISTORIC PROPERTIES. REPLACEMENT OF MATERIALSAND FEATURES: BUILDING MATERIALS USED TO REPLACE DETERIORATED ELEMENTS THAT ARE BEYOND REPAIR, OR REPLICATED CHARACTER-DEFINING FEATURE, SHALL BE CONSISTENT WITH THE ORIGINAL MATERIALS IN TERMS OF SIZE, SHAPE, QUALITY, AND APPEARANCE, AND ARE NOT MANDATED TO BE OF THE SAME ORIGINAL MATERIAL. THEY SHALL BE REPLACED IN A MANNER CONSISTENT WITH HE SECRETARY OF THE INTERIOR'S GUIDELINES FOR THE TREATMENT OF HISTORIC PROPERTIES. 11 BBBBBBBBBBB111117777799999.81BBBBB999999K8877777777777777788888BBBKKKK8888 179B BBBBB K9.99BKAPP KKK 111 888 81118888800000. 8 888.11111777779 B KKKKKKKK AAAAAKK PPPPPP 0 1111 000007777999.99999999 99999 PP 999 18BKAP BBB KP 1 180.05 1 88 BBBB KKKK AK5KKKAAAAKK PPPPPP1188888800000..000000 55555 PPP005555 1 BBBB K179.98BKAP BBB KKKKK AAAKKKKK P 1P11111777799999.9999 K AAAAK PPPP 1PPPP9999988888 BBBBBKKKKKAAAAAPPPPP18800.18BBKA 111888000000.11888888 1 BB180.25BK 111111 8888 111111 8888 0 1 1800.84.1 111111111 888 00 B 1111 88 1180.53 BBBKAPBBBB KKKKK A 111AAAAAPPP 1 888 00000.5.5555 333 180BKAP BBBBB KAAAAAAPPPP555333 180.61BKAP BBBB KKKK 1111 8 B80.77 8 BBBB KKKKK AAKKKKAAA PPPPP1118888000 B KKK AKKAAAA PPPPP 1 888 00080000...7777 7777 PPP 88888 0000.66666 161111 P B 7 777 180.75BKKAP BBBBB KKK AKK 7 11 8888 000 BBB KKK AAAAAKKKAAAA PPPP88800000.77777 55555555 GG B 111GGGGGGGGG 1 BBBBB KKGGGG0GG.83GGGGGGP BB KKK AAAAKKKK PP0333301118888..333333 0000033333333300.8.888 3 AA PPPPPPPP3300000888888833 18BK BBBBB K 111 G18180.11211G 180.86 GGGG8 BBB KKKKKKKK DEMOLISH NON-HISTORICAL BRICKPATH&STEP DEMOLISH (E) PAVED PARKING DEMOLISH (E) SPIGOT V.I.F. DEMOLISH TWO SECTIONS OF (E) GRANITE CURBING AT PARKING, TO BE RETAINED AS CITY PROPERTY RESTORE ALL BRICK WALKWAYS PER SOI STANDARDS RESTORE ALL BRICK WALKWAYS PER SOI STANDARDS DEMOLISH PAVED DRIVEWAY WHERE PAVERS SHALL BE INSTALLED REMOVE BUSHES 033 D-1.0 RE M O VAL OF NO N -HIST O R ICP A R T OF A D O B E SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 REMOVAL OF NON-HISTORIC PART OF ADOBE SCALE: 1/8" = 1'-0" 0' SCALE:1/8"=1' 8' 16'4' TREE AND LANDSCAPING NOTE: ALL (E) NON-HISTORIC LANDSCAPING AND TREES IDENTIFIED TO BE REMOVED (PER THE TREE REMOVAL PLAN), AND (E) TREES IDENTIFIED TO BE TRIMMED AND PRUNED SHALL BE ADDRESSED DURING THE SITE PREPARATION AND DEMOLITION PHASE. REFER THE LANDSCAPING PLANS FOR MORE INFORMATION. 033 D-2.0 RE M O VAL OF NO N -HIST O R ICP A R T OF A D O B E SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 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 -CBC CHAPTER 33 -SECTION 3306 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. 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). Directional barricades Pedestrian traffic shall be protected by a directional barricade where thewalkway extends into the street. The directional barricade shall be of sufficient size and construction to direct vehicular traffic away from the pedestrian path. Construction railings Construction railings shall be at least 42 inches (1067 mm) in height and shall be sufficient to direct pedestrians around construction areas. Barriers Barriers shall be a minimum of 8 feet (2438 mm) in height and shall be placed onthe side of the walkway nearest the construction. Barriers shall extend the entire length of the construction site. Openings in such barriers shall be protected by doors which are normally kept closed. Barrier design. Barriers shall be designed to resist loads required in Chapter 16 unless constructed as follows: 1. Barriers shall be provided with 2-inch by 4-inch (51 mm by 102 mm) top and bottom plates. 2. The barrier material shall be a minimum of 3/4-inch (19.1 mm) boards or ?-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). 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 mmby 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 23/32inch (18.3 mm) thick nailed to the joists. 6. Each post shall be knee braced to joists and stringers by 2-inch by 4-inch (51 mm by 102 mm) minimum members 4 feet (1219 mm) long. 7. A 2-inch by 4-inch (51 mm by 102 mm) minimum curb shall be set on edge along the outside edge of the deck. Repair, maintenance and 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, shallimmediately remove walkways, debris and other obstructions and leave such public property in as good a condition as it was before such work was commenced. Adjacent to 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 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. MATERIALAND 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. MATERIALAND CONSTRUCTION DEBRIS TO BE HAULED OFF SITE SHALL BE RECYCLED OR DISPOSED OF PROPERLY IN AN APPROVED MEANS . 7. CAP ALL UTILITIES AS NECESSARY PRIOR TO ANY PLUMBING, ELECTRICAL OR GAS DISCONNECT. 8. REMOVE ALL DEBRIS AND TRASH FROM PREMISES AND REMOVE FROM SITE DAILY. 9. COORDINATE WITH OWNER PRIOR TO REMOVAL OF ANY EQUIPMENT, FURNITURE OR STRUCTURE. 10. SAFEGUARDS DURING CONSTRUCTION AND DEMOLITION SHALL BE IN ACCORDANCE WITH CFC. COMBUSTIBLE CONSTRUCTION DEBRIS SHALL NOT BE PERMITTED TO ACCUMULATE WITHIN THE BUILDING AND SHALL BE REMOVED DAILY. 11. VERIFY ALL ITEMS TO BE DEMOLISHED WITH OWNER PRIOR TO COMMENCING DEMOLITION. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOUND IMMEDIATELY 12. VERIFY AS BUILT CONDITION IN FIELD PRIOR TO CONSTRUCTION/ DEMOLITION. 13. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THE PLANS AND THE AS BUILT CONDITION. 14. VERIFY FRAMING MEMBER SIZES AND DIRECTION AND NOTIFY ARCHITECT/ENGINEER WITH DISCREPANCIES. 15. VERIFY ALL PLUMBING LOCATIONS WITH OWNER PRIOR TO CONSTRUCTION/DEMOLITION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 16. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 17. A 'CONSTRUCTION AND DEMOLITION RECYCLING PLAN AND DISPOSAL REPORT' SHALL BE COMPLETED BY OWNER OR CONTRACTOR, AND SUBMITTED TO THE COUNTY OF SAN LUIS OBISPO, AS REQUIRED. 18. DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE COUNTY OF SAN LUIS OBISPO 19. CONSTRUCTION NOISE WILL COMPLY WITH THE MUNICIPAL CODE SECTION 9.12 AND IS LIMITED TO THE HOURS SPECIFIED IN THE NOISE REGULATIONS. 20. THE APPLICATION SHALL HAVE THE SEWER LATERAL TELEVISED. THE APPLICATION SHALL SUBMIT A VIDEO INSPECTION OF THE LATERAL(S) TO THE BUILDING DEPARTMENT FOR REVIEW. 21. FIRE SAFETY DURING CONSTRUCTION: BUILDINGS UNDERGOING CONSTRUCTION , ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH CHAPTER 14 OF THE CFC. 22. EXISTING TREES TO BE REMOVED AND SHALL BE VERIFIED WITH THE OWNERS. 23.REMODELING OR DEMOLITION OF A PRE-1978 STRUCTURES WITHOUT USING LEAD SAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH AND SAFETY CODE SECTION 105256. CONTRACTORS, REMODELERS, AND PAINTERS ARE REQUIRED TO USE 'LEAD-SAFE' WORK PRACTICES PURSUANT TO TITLE 17, CALIFORNIA CODE OF REGULATIONS SECTION 36050. CONSTRUCTION DEBRIS KNOWN TO CONTAIN LEAD BASED PAINT MUST BE DISPOSED AT AN APPROVED LOCATION. DEMOLITION NOTES: DEMOLITION SCOPE OF WORK: 1. PROTECT AND PRESERVE HISTORICAL BUILDING DURING ANY DEMOLITION ACTIVITY. 2. DEMOLISH THE NON-HISTORICALADDITIONS AT THE REAR OF THE PROPERTY. NON-HISTORICALADDITIONS INCLUDE THE LEFT AND RIGHT WINGS INDICATED ON THE PLANS. STRUCTURES ARE NOT HISTORICALLY SIGNIFICANT. 3. DEMOLISH FENCE AND BRICK PATH IN DEMOLITION AREA. 4. DEMOLISH ADOBE ROOF. PRESERVATION AND DEMOLITION THRESHOLDS.IT IS UNDERSTOOD THAT ALTERATIONS OF HISTORICALLY-LISTED BUILDINGS SHALL RETAINATLEAST 75%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF AND EXTERIOR BEARING WALLS, AND CLADDING,INTOTAL ,ANREUSEORIGINAL MATERIALSAS FEASIBLE.PROPOSED ALTERATIONS OF GREATER THAN 25%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF STRUCTURE, AND EXTERIOR WALLS WILL BE SUBJECT TO THE REVIEW PROCESS FOR DEMOLITIONS. DUE TO THE AGE AND THE CONDITION OF THE BUILDING THERE ISA POSSIBILITY OF SIGNIFICANT STRUCTURAL DAMAGE AND WET, DRY ROT DAMAGE TO THE EXTERIOR WOOD FEATURES OF THE STRUCTURE.ANY WOOD FEATURES THAT SHOW SIGNS OF DAMAGED SHALL BE REPLACED AND REPLICATED TO MATCH WITH A SIMILAR NEW MATERIAL. 1. THE NEW ADDITION OF THE PROPOSED EXPANSION TO A HISTORIC BUILDING LOCATED AT THE HISTORIC PROPERTY AT 466 DANA STREET SHALL BE A CONTINUATION OF THE BUILDING USE AS A COMMON LIVING AREA AND OFFICES. 2. THE HISTORIC CHARACTER OF THE PROPERTY AT 466 DANA STREET WILL BE RETAINED AND PRESERVED. THE ADDITION OF THE PROPOSED EXPANSION WILL NOT REMOVE ANY DISTINCTIVE MATERIALS OR ALTERATIONS OF FEATURES, SPACES AND SPATIAL RELATIONSHIPS THAT CHARACTERIZE A PROPERTY. REFER TO SITE PLAN FOR EXISTING ANDPROPOSEDSITELAYOUT. 3. THE PROPOSED 10'X10' NEW ADDITION TO THE HISTORIC PROPERTY WILL BE AT THE REAR OF THE PROPERTY AND THEREFORE WILL NOT BE ADDING CONJECTURAL FEATURES OR ELEMENTS TO CREATE FALSE SENSE OF HISTORICAL DEVELOPMENT. 4. THE HISTORIC CHARACTER OF THE PROPERTY AT 466 DANA STREET WILL BE RETAINED AND PRESERVED. 5. DISTINCTIVE MATERIALS, FEATURES, FINISHES AND CONSTRUCTION TECHNIQUES THAT CHARACTERIZES THIS PROPERTY WILL BE PRESERVED. 6. DETERIORATED HISTORIC FEATURES WILL BE REPAIRED RATHER THAN REPLACED IF POSSIBLE. PER THE EXISTING CONDITION OF THE HISTORIC BUILDING, DETERIORATION OF HISTORIC FEATURES REQUIRES THAT THE NEW FEATURES WILL MATCH THE OLD IN DESIGN, COLOR, TEXTURE, AND WHERE POSSIBLE, MATERIALS. REPLACEMENT OF MISSING FEATURES WILL BE SUBSTANTIATED BY DOCUMENTARY AND PHYSICAL EVIDENCED. SECRETARY OF THE INTERIOR (SOI) STANDARDS GENERAL NOTES: 7. CHEMICAL OR PHYSICAL TREATMENTS, IF APPROPRIATE, WILL BE UNDERTAKEN USING THE GENTLEST MEANS POSSIBLE. TREATMENTS THAT CAUSE DAMAGE TO HISTORIC MATERIALS WILL NOT BE USE FOR THE ADDITION OF THE PROPOSED EXPANSION. 8. THE HISTORIC PROPERTY DOES NOT CONTAIN ANY ARCHEOLOGICAL RESOURCES. BUT IF DISCOVERED, ARCHEOLOGICAL RESOURCES WILL BE PROTECTED AND PRESERVED IN PLACE AND MITIGATION MEASURES WILL BE UNDERTAKEN. 9. THE NEW ADDITION OF THE PROPOSED EXPANSION TO THE HISTORIC PROPERTY WILL NOT DESTROY THE HISTORIC MATERIALS, FEATURES AND SPATIAL RELATIONSHIP THAT CHARACTERIZES THE PROPERTY. THE NEW WORK WILL MATCH WITH ALL EXISTING FEATURES OF THE ADOBE. 10.THE ADDITION OF THE PROPOSED EXPANSION TO THE HISTORIC PROPERTY WILL BE UNDERTAKEN IN SUCH A MANNER THAT, IF REMOVED IN THE FUTURE, THE ESSENTIAL FORM AND INTEGRITY OF THE HISTORIC PROPERTY AND ITS ENVIRONMENT WILL BE UNIMPAIRED. IT IS UNDERSTOOD THAT ALTERATIONS OF HISTORICALLY-LISTED BUILDINGS SHALL RETAINATLEAST 75%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF AND EXTERIOR BEARING WALLS, AND CLADDING,INTOTAL ,ANREUSE ORIGINAL MATERIALSASFEASIBLE.PROPOSED ALTERATIONS OF GREATER THAN 25%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF STRUCTURE, AND EXTERIOR WALLSWILL BE SUBJECT TO THE REVIEW PROCESS FOR DEMOLITIONS.PER THE HISTORIC PRESERVATION PROGRAM GUIDELINES. DEMOLITION LEGEND: HISTORIC ADOBE TO REMAIN NON-HISTORIC ADDITION TO BE DEMOLISHED ADOBE EAST ELEVATION HISTORIC ADOBE TO REMAIN ADOBE SOUTH ELEVATION NON-HISTORIC ADDITION TO BE DEMOLISHED HISTORIC ADOBE TO REMAIN NON-HISTORIC ADDITION TO BE DEMOLISHED ADOBE NORTH ELEVATION HISTORIC ADOBE TO REMAIN NON-HISTORIC ADDITION TO BE DEMOLISHED ADOBE WEST ELEVATION DEMOLISH NON-HISTORIC ADDITION DEMOLISH NON-HISTORIC ADDITION COMMUNITY SPACE ADA RESTROOM (E) KITCHEN COMMON AREA FOR RESIDENTS COMMUNITY SPACE MANAGEMENT SPACE STORAGE STORAGE REHABILITATE (E) ONE STORY HISTORIC ADOBE OCC: B (E) FULL BATHROOM(E) FULL BATHROOM ADOBE DEMO PLAN Scale: 3/16" = 1'-0"1 1 2 1 4 3 5 4 22 2 2 3 3 6 6 REHABILITATE (E) HISTORIC ADOBE AREA TO BE DEMOLISHED DEMOLISH WALLS 5 8 TYP. 8 TYP. 7 TYP. 9 8 TYP. 9 7 TYP. 7 TYP. 7 TYP.8 TYP. 8 TYP. 11 10 TYP. 10 TYP. 10 TYP. 10 TYP. 6 10 1010 1 2 610 NOTE: REFER TO ADOBE REHAB REPORT ON SHEET A-0.0 DEMO PLAN REFERENCE NOTES: 1 2 3 4 5 6 7 8 9 10 11 CONDUCT A HAZARDOUS MATERIALS ASSESSMENT/ABATEMENT, DETERMINING EXISTENCE OF LEAD AND ASBESTOS AND PLAN FOR SAFE REMOVAL DURING DEMOLITION AND REHABILITATION DEMOLISH ENTIRE DILAPIDATED NON-HISTORIC NORTH SECTIONS OF STRUCTURE. PER DEMOLITIONS FLOOR PLAN SOI STANDARDS. CAP ALL UTILITIES. ROOF – DEMOLISH (E) ROOFING: REMOVE THE ROLL ROOFING, PLASTIC GUTTERS AND DOWNSPOUTS AND FAUX CHIMNEY. INSTALL "CLASS A" FIRE RATED ROOF WITH 1/4" DENSE DECK, CEDAR SHINGLES WITH BOARD-RIDGES AND WOOD OR METAL GUTTERS AND DOWNSPOUTS AND REPAIR CHIMNEY. FRAME NEW ROOF IN ORIGINAL CONFIGURATION AND SLOPE; WITH ADEQUATE STRAPPING TO WALLS, PER STRUCTURAL ENGINEER. (N) ROOF TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. DEMOLISH FENCE DEMOLISH BRICK PATH, RETAIN BRICKS FOR CITY'S USE PROTECT AND RETAIN HISTORIC WALL DURING DEMOLITION. PER SOI STANDARDS. WINDOWS–REPAIR EXISTING WINDOWS, AS POSSIBLE, AND REPLACE WINDOWS THAT CANNOT BE REPAIRED OR HAVE BEEN PREVIOUSLY BEEN REMOVED WITH EXACT REPRODUCTION WOODEN SASH WINDOWS. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. DOORS—REPAIR EXISTING DOORS AND HARDWARE, AS POSSIBLE, AND REPLACE DOORS THAT CANNOT BE REPAIRED WITH SOLID PANEL DOORS. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. PORCH: INVESTIGATE FRONT PORCH AREA TO DETERMINE WHETHER PREVIOUS WOOD PORCH EXISTED AND CONSTRUCT A NEW PORCH CONSISTENT WITH THE ORIGINAL SIZE AND FRAMING STYLE. NEW PORCH WILL BE OF EITHER WOOD OR BRICK, AS CONSISTENT WITH WHAT IS DETERMINED TO BE THE ORIGINAL MATERIAL USED. PER SOI STANDARDS. RESTORE/REPLACE EXISTING DETERIORATED WALLS AND SIDING/TRIM, AS NEEDED. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. REMOVE ALL DETERIORATED FLOORING AND REPLACE AS NECESSARY. FLOORING WILL BE WOOD PLANK TO MATCH (E). PER SOI STANDARDS. REMOVAL OF NON HISTORIC PART OF ADOBE SCALE: 3/16" = 1'-0"SCALE:3/16"=1' 8'4'2'0' SEE "2.2 PROPOSED ALTERATIONS"OF THE REPORT FOR SUGGESTED ORDER OF OPERATIONS FOR ADOBE WORK. 033 A-0.0 AD O B E R E H A B RE P O R T SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. 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O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 ADOBE SOUTH ELEVATION Scale: 3/16" = 1'-0"3 F.G. 181.83' T.O.R. 196.31' 5 TYP. 12 11 8 9 TYP. TYP. 10 ADOBE WEST ELEVATION Scale: 3/16" = 1'-0"2 8 620 5 TYP. 12 ADOBE EAST ELEVATION Scale: 3/16" = 1'-0"4 5 TYP. 12 9 TYP. 20 8 ADOBE NORTH ELEVATION Scale: 3/16" = 1'-0"5 2021 5 TYP. 14 TYP. 12 8 10 TYP. 9 TYP. COMMUNITY SPACE ADA RESTROOM (E) KITCHEN COMMON AREA FOR RESIDENTS COMMUNITY SPACE MANAGEMENT SPACE STORAGE STORAGE REHABILITATE (E) ONE STORY HISTORIC ADOBE OCC: B (E) FULL BATHROOM(E) FULL BATHROOM ADOBE FLOOR PLAN Scale: 3/16" = 1'-0"1 9 10 2 1 14 13 TYP. 3 4 5 5 TYP. TYP.11 7 15 18 19 17 16 TYP. 5 TYP. 12 22 22 23 22 GENERAL FL OOR PL AN NOTES: 1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 2. VERIFY ALLAPPLIANCE, FIXTURE & EQUIPMENT SIZES AND LOCATIONS W/OWNER, PRIOR TO INSTALLATION. 3. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION. 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. 9. DIMENSIONS ARE TO FACE OF FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE. 9. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES. 10. PROVIDE FIRE BLOCKING FOR WALL CAVITIES THAT EXCEED CBC HEIGHT LIMITATION. 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. ALL INTERIOR DOORS SHALL HAVE DOOR STOPS AND (3) THREE BUTT HINGES, SUPPLY (4) FOUR BUTT HINGES FOR 8'-0" DOORS 3. 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. 4. PROVIDE 'ANDERSON' RETRACTABLE INSECT SCREENS FOR OUTSWING DOORS. ALL GLAZING IN OUTSWING DOOR SHALL BE DOUBLE PANE HIGH PERFORMACE WITH A U-VALUE OF .33 & A S.H.G.C. OF .29. 1. V.I.F. ALL ROUGH OPENING SIZES OF D & W UNITS TO BE REMOVED/ REPLACED. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL EXISTING WINDOWS SHALL BE REPLACED W/ NEW WINDOWS PER SCHEDULE. 3. FINISHES SHALL BE CONFIRMED W/ ARCHITECT & OWNER. 4. ALL NEW DOOR & WINDOWS GLAZING SHALL BE DUAL-GLAZED "LOW-E" RATED, U.N.O. 5. OPERABILITY OF WINDOWS SHALL BE CONFIRMED W/ OWNER PRIOR TO PURCHASE 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 LABELATTATCHED 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. ADDITIONAL DOOR&WINDOW NOTES: 1. HISTORIC PRESERVATION POLICIES ENCOURAGE RETENTION AND PRESERVATION OF WINDOWS, OR REPLACEMENT "IN-KIND" OF WINDOWS TOO DETERIORATED TO REPAIR, USING THE SAME SASH AND PANE CONFIGURATION AND DESIGN DETAILS AND UTILIZING A DESIGN FOR NEW WINDOWS THAT IS COMPATIBLE WITH THE EXISTING WINDOW OPENINGS AND HISTORIC CHARACTER A BUILDING. 2. THE REPLACEMENTS SHOULD BE WOOD CASEMENT WINDOWS OF THE SAME SIZE AS THE ORIGINAL OPENINGS. SIMPLE, UNEMBELLISHED TREATMENT OF ANY FENESTRATION PROPOSED IS CRUCIAL. 3. FIVE OF THE WINDOWS ARE FULL SIZE DOUBLE HUNG SASH WITH 6 PANES IN EACH SASH; SASH CONTAINS CUT NAILS AND IS WHITE WITH GREEN TRIM. SMALLER WINDOWS ARE SINGLE SASH WITH 6 PANES. 1. THE NEW ADDITION OF THE PROPOSED EXPANSION TO A HISTORIC BUILDING LOCATED AT THE HISTORIC PROPERTY AT 466 DANA STREET SHALL BE A CONTINUATION OF THE BUILDING USE AS A COMMON LIVING AREA AND OFFICES. 2. THE HISTORIC CHARACTER OF THE PROPERTY AT 466 DANA STREET WILL BE RETAINED AND PRESERVED. THE ADDITION OF THE PROPOSED EXPANSION WILL NOT REMOVE ANY DISTINCTIVE MATERIALS OR ALTERATIONS OF FEATURES, SPACES AND SPATIAL RELATIONSHIPS THAT CHARACTERIZE A PROPERTY. REFER TO SITE PLAN FOR EXISTING AND PROPOSED SITE LAYOUT. 3. THE PROPOSED 10'X10' NEW ADDITION TO THE HISTORIC PROPERTY WILL BE AT THE REAR OF THE PROPERTY AND THEREFORE WILL NOT BE ADDING CONJECTURAL FEATURES OR ELEMENTS TO CREATE FALSE SENSE OF HISTORICAL DEVELOPMENT. 4. THE HISTORIC CHARACTER OF THE PROPERTY AT 466 DANA STREET WILL BE RETAINED AND PRESERVED. 5. DISTINCTIVE MATERIALS, FEATURES, FINISHES AND CONSTRUCTION TECHNIQUES THAT CHARACTERIZES THIS PROPERTY WILL BE PRESERVED. 6. DETERIORATED HISTORIC FEATURES WILL BE REPAIRED RATHER THAN REPLACED IF POSSIBLE. PER THE EXISTING CONDITION OF THE HISTORIC BUILDING, DETERIORATION OF HISTORIC FEATURES REQUIRES THAT THE NEW FEATURES WILL MATCH THE OLD IN DESIGN, COLOR, TEXTURE, AND WHERE POSSIBLE, MATERIALS. REPLACEMENT OF MISSING FEATURES WILL BE SUBSTANTIATED BY DOCUMENTARY AND PHYSICAL EVIDENCED. 7. CHEMICAL OR PHYSICAL TREATMENTS, IF APPROPRIATE, WILL BE UNDERTAKEN USING THE GENTLEST MEANS POSSIBLE. TREATMENTS THAT CAUSE DAMAGE TO HISTORIC MATERIALS WILL NOT BE USE FOR THE ADDITION OF THE PROPOSED EXPANSION. 8. THE HISTORIC PROPERTY DOES NOT CONTAIN ANY ARCHEOLOGICAL RESOURCES. BUT IF DISCOVERED, ARCHEOLOGICAL RESOURCES WILL BE PROTECTED AND PRESERVED IN PLACE AND MITIGATION MEASURES WILL BE UNDERTAKEN. 9. THE NEW ADDITION OF THE PROPOSED EXPANSION TO THE HISTORIC PROPERTY WILL NOT DESTROY THE HISTORIC MATERIALS, FEATURES AND SPATIAL RELATIONSHIP THAT CHARACTERIZES THE PROPERTY. THE NEW WORK WILL MATCH WITH ALL EXISTING FEATURES OF THE ADOBE. 10.THE ADDITION OF THE PROPOSED EXPANSION TO THE HISTORIC PROPERTY WILL BE UNDERTAKEN IN SUCH A MANNER THAT, IF REMOVED IN THE FUTURE, THE ESSENTIAL FORM AND INTEGRITY OF THE HISTORIC PROPERTY AND ITS ENVIRONMENT WILL BE UNIMPAIRED. IT IS UNDERSTOOD THAT ALTERATIONS OF HISTORICALLY-LISTED BUILDINGS SHALL RETAINATLEAST 75%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF AND EXTERIOR BEARING WALLS, AND CLADDING,INTOTAL , AN REUSE ORIGINAL MATERIALSAS FEASIBLE.PROPOSED ALTERATIONS OF GREATER THAN 25%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF STRUCTURE, AND EXTERIOR WALLSWILL BE SUBJECT TO THE REVIEW PROCESS FOR DEMOLITIONS.PER THE HISTORIC PRESERVATION PROGRAM GUIDELINES. SECRETARY OF THE INTERIOR (SOI) STANDARDS GENERAL NOTES: SECRETARY OF THE INTERIOR (SOI) STANDARDS GENERAL NOTES: 1. ENSURE THE PORCH DECK DOES NOT EXTEND PAST THE HISTORIC ROOFLINE LIMIT. THE EAST AND SOUTH FACADES AND THEIR CHARACTER-DEFINING FEATURES MUST RETAIN THEIR ORIGINAL SCALE, PROPORTION, AND DESIGN CHARACTERISTICS. 2. MAINTAIN THE SIMPLE DESIGN OF THE PORCH. THE WOOD POSTS SHALL BE SIMPLE, UNEMBELLISHED 4 X 4 SQUARE POSTS WITH A SIMPLE SQUARE BASE. SOI STANDARDS -PORCH REHABILITAT ION: RECOMMENDATIONS TO GUIDE REMOVAL OF THE NON-SIGNIFICANT WOOD ADDITIONS ARE AS FOLLOWS: 1. EXTREME CARE SHOULD BE TAKEN DURING THE REMOVAL OF ANY WOOD ADDITIONS TO AVOID DAMAGING THE ORIGINALADOBE BUILDING WALLS. 2. ANY IRREPARABLE OR MISSING MATERIAL SHOULD BE CAREFULLY REPLACED TO MATCH IN KIND AND ALIGNMENT WITH THAT WHICH IS STILL PRESENT. SOI STANDARDS -REMOVAL OF WOOD ADDITIONS: SOI STANDARDS -WINDOW REPL ACEMENT AND REPAIR: 1. REPLACEMENT DOORS SHOULD BE CONSTRUCTED OF WOOD, WITHOUT EMBELLISHMENT OR GLAZING, AND SIMPLE IN DESIGN. 2.MAINENTRYDOORSHOULDREMAININPLACE,CENTEREDONTHESOUTH FACADE. SOI STANDARDS -DOOR REPL ACEMENT: THERE ARE NO PLANNED CHEMICAL OR PHYSICAL TREATMENTS. HOWEVER, SHOULD ANY CLEANING OR OTHER MATERIALS TREATMENT BE REQUIRED, THEY MUST BE UNDERTAKEN GENTLY AND USING CLEANING OR TREATMENT SOLVENTS, LIQUIDS, AND METHODS THAT WILL ENSURE THERE IS NO RESULTING DAMAGE TO HISTORIC MATERIALS. IF ANY CLEANING OR OTHER TREATMENTS BE PLANNED FOR THE ADOBE WALLS THEMSELVES, THAT WORK SHOULD BE GUIDED BY THE EXPERTISE OF A HISTORIC ADOBE EXPERT. SOI STANDARDS -C LEANING TREATMENTS: 1. ORIGINAL ROOF LINES OF ADOBE WILL BE MAINTAINED. 2. ROOF SHALL BE SEISMICALLY BRACED TO THE WALLS. REFER TO STRUCTURAL PLANS. 2. WOOD SHINGLES TO BE USED FOR THE ROOF SHEATHING ON THE MAIN ROOF OF THE BUILDING AS WELLAS THE FRONT PORCH ROOF. 3. SKYLIGHTS AND SOLATUBES SHALL BE FLUSH OR NEAR-FLUSH TO THE ROOF SURFACE, AND ARE NOT VISIBLE FROM DANA ST. 4. SOLAR PANELS SHALL BE PLACED IN A MANNER THAT ADDS MINIMIZED VISUAL PRESENCE TO THE MAIN FACADES. 4. DURING THE ROOF REFRAMING AND CONSTRUCTION, THE ADOBE SPECIALIST SHOULD BE CONSULTED TO ENSURE THE NEW WOOD FRAMING (ESPECIALLY AS IT ARTICULATES WITH THE ADOBE WALLS) IS DESIGNED AND CONSTRUCTED APPROPRIATELY TO PRESERVE AND MAINTAIN THE STABILITY AND INTEGRITY OF THE ADOBE WALLS. SOI STANDARDS -ROOF REPAIR: THE EXTERIOR SHALL BE PLASTERED AND PAINTED/TINED WHITE TO MATCH THE HISTORICAL CHARACTER OF THE BUILDING. TRIM AND WOOD DETAILS, INCLUDING WINDOW AND DOOR SURROUNDS, PORCH DECK, ROOF RAFTERS, AND POSTS SHALL BE STAINED A MEDIUM HUE OF NATURAL BROWN OR A MEDIUM-HUED PAINT. SOI STANDARDS -EXTERIOR PAINT: REMOVAL OF NON-HISTORIC COATINGS AND THE APPLICATION OF NEW COATINGS OR TREATMENTS SHALL BE DONE WITH GREAT CARE AS TO NOT DAMAGE ORIGINALADOBE WALLS AND SHALL MATCH HISTORIC APPEARANCE AND MATERIAL. ENSURE THE NEW COATING IS APPROPRIATE FOR PRESERVATION PURPOSES. A PROFESSIONALASSESSMENT OF THE ADOBE WALL CONDITION BY A HISTORIC ADOBE CONSERVATOR OR SPECIALIST WILL TAKE PLACE PRIOR TO ANY WORK TO THE BUILDING. THEY SHALLASSESS THE ADOBE WALLS’ CONDITION AND IDENTIFY ANY SPECIFIC REPAIR WORK NEEDED, THE APPROPRIATE TREATMENT, TYPES, AND APPLICATION METHODS FOR NEW PLASTER COATINGS. THE SPECIALIST SHOULD OVERSEE THAT WORK TO ENSURE IT IS PERFORMED APPROPRIATELY. SOI STANDARDS -REPAIR, RESTORATION, AND PLASTERING OF ADOBE WALLS: DUE TO THE AGE AND THE CONDITION OF THE BUILDING THERE ISA POSSIBILITY OF SIGNIFICANT STRUCTURAL DAMAGE AND WET, DRY ROT DAMAGE TO THE EXTERIOR WOOD FEATURES OF THE STRUCTURE.ANY WOOD FEATURES THAT SHOW SIGNS OF DAMAGED SHALL BE REPLACED AND REPLICATED TO MATCH WITH A SIMILAR NEW MATERIAL. STRUCTURAL WOODEN WALL MEMBERS WHICHARE DETERIORATED NEED TO BE REPLACED REFER TO STRUCTURAL DRAWINGS. THE STRUCTURE'SCLADDING AND WOOD CONSTRUCTION SHALL REMAIN. CLADDING ISHORIZONTAL REDWOOD DROP SIDING, 9"WIDE.IT ISA"BOX"OR SINGLE-WALL WOOD CONSTRUCTION, WITH VERTICAL BOARDS INSIDE AND HORIZONTAL BOARDS SANDWICHED ON THE OUTSIDE;CUT SQUARE NAILS. REPAIRS SHALL BE MADE TO DETERIORATED SEGMENTS TO MATCH (E). REPAIRS SHALL BE MADE TO ENSURE THE BUILDING ISSTRUCTURALLYAND SEISMICALLYSOUND.REFER TO STRUCTURAL PLANS. REFER TO CIVIL PLANS FOR EXCAVATION OF SOIL AND CONSTRUCTION OF A PERIMETER FOUNDATION. ANY DAMAGED OR REPLACED FEATURE TO BE VERIFIED, REPLACED AND DOCUMENTED INFIELD.ALL NEW FEATURES WILL MATCH THE OLD INDESIGN, COLOR, TEXTURE, AND WHERE POSSIBLE, MATERIALS.THE EXTENT OF NEW BUILDING MATERIAL BEING PROPOSED SHALL BE OF SIMILAR OR THE SAME MATERIAL THAT IT ISREPLACING. FLOOR PLAN 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 CONDUCT A HAZARDOUS MATERIALS ASSESSMENT/ABATEMENT, DETERMINING EXISTENCE OF LEAD AND ASBESTOS AND PLAN FOR SAFE REMOVAL DURING DEMOLITION AND REHABILITATION PLACE NEW CONCRETE REINFORCED FOUNDATIONS UNDER WOOD ADDITIONS OF STRUCTURE. PER SOI STANDARDS. REMOVE ALL DETERIORATED FLOORING AND REPLACE AS NECESSARY. FLOORING WILL BE WOOD PLANK TO MATCH (E). PER SOI STANDARDS. IMPROVE STRUCTURAL STRENGTH OF STRUCTURE, CONNECTING TOP OF WALLS TO ROOF AND CEILING FRAMING. PER SOI STANDARDS. DUE TO DAMAGE, DRY AND WET ROT RESTORE/REPLACE EXISTING DETERIORATED WALLS AND SIDING/TRIM, AS NEEDED. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. REPAIR CHIMNEY FLUE, BRACE AND RESTORE FIREBOX, PAINT AND SEAL. PER SOI STANDARDS. INSTALL HVAC, ELECTRICAL, LIGHTING SYSTEMS AND RESTORE EXISTING FIXTURES AND RETAIN EARLY WIRING SYSTEMS. PER SOI STANDARDS. ROOF – DEMOLISH (E) ROOFING: REMOVE THE ROLL ROOFING, PLASTIC GUTTERS AND DOWNSPOUTS AND FAUX CHIMNEY. INSTALL "CLASS A" FIRE RATED ROOF WITH 1/4" DENSE DECK, CEDAR SHINGLES WITH BOARD-RIDGES AND WOOD OR METAL GUTTERS AND DOWNSPOUTS AND REPAIR CHIMNEY. FRAME NEW ROOF IN ORIGINAL CONFIGURATION AND SLOPE; WITH ADEQUATE STRAPPING TO WALLS, PER STRUCTURAL ENGINEER. (N) ROOF TO TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. WINDOWS–REPAIR EXISTING WINDOWS, AS POSSIBLE, AND REPLACE WINDOWS THAT CANNOT BE REPAIRED OR HAVE BEEN PREVIOUSLY BEEN REMOVED WITH EXACT REPRODUCTION WOODEN SASH WINDOWS. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. DOORS—REPAIR EXISTING DOORS AND HARDWARE, AS POSSIBLE, AND REPLACE DOORS THAT CANNOT BE REPAIRED WITH SOLID PANEL DOORS. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. PORCH: INVESTIGATE FRONT PORCH AREA TO DETERMINE WHETHER PREVIOUS WOOD PORCH EXISTED AND CONSTRUCT A NEW PORCH CONSISTENT WITH THE ORIGINAL SIZE AND FRAMING STYLE. NEW PORCH WILL BE OF EITHER WOOD OR BRICK, AS CONSISTENT WITH WHAT IS DETERMINED TO BE THE ORIGINAL MATERIAL USED. PER SOI STANDARDS. EXTERIOR WALLS–A NATURAL PLASTER FINISH WILL BE INSTALLED ON THE EXTERIOR ADOBE WALLS. PER SOI STANDARDS. INSTALL UNDERGROUND DRAINAGE SYSTEM, WILL BE COMPLETED AROUND THE ADOBE TO CREATE DRAINAGE AWAY FROM THE HOUSE, PER CIVIL ENGINEER’S DRAINAGE PLAN. PER SOI STANDARDS. BACK WALL–WHERE PATIO AND SHED ADDITIONS ARE TO BE DEMOLISHED–FINISHES WILL BE EXISTING WINDOWS WITH WOOD SIDING, CONSISTENT WITH EXISTING WOOD SIDING. PER SOI STANDARDS. FLOORS–POUR A NEW CONCRETE FOUNDATION UNDER WOOD WALLS, INCLUDING CONCRETE SLAB OR WOOD FRAMING TO SUPPORT FLOORING, AND INSTALL NEW WOOD FLOORS. PER SOI STANDARDS. WALLS–INSTALLA NATURAL PLASTER FINISH ON THE INTERIOR ADOBE WALLS PER SOI STANDARDS. DUE TO DAMAGE, DRY AND WET ROT RESTORE/REPLACE EXISTING DETERIORATED WALLS, AS NEEDED. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. FIREPLACE–RESTORE THE EXISTING FIREPLACE AND MANTEL. VIF LOCATION. PER SOI STANDARDS. KITCHEN–UPDATE EXISTING KITCHEN. PER SOI STANDARDS. (N) ACCESSIBLE BATHROOMS SOLATUBE SKYLIGHT. VERIFY WITH CLIENT. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND PLACEMENT. SOLAR PANELS, VERIFY WITH CLIENT. WALLS TO BE 1 HR FIRE RATED, EXTERIOR FINISH TO MATCH (E) HISTORICALADOBE PER SOI STANDARDS. ORIGINAL HISTORIC ADOBE STRUCTURE TO REMAIN ADOBE: PL ANS & EL EVAT IONS SCALE: 3/16" = 1'-0"SCALE:3/16"=1' 8'4'2'0' NOTE: REFER TO ADOBE REHAB REPORT ON SHEET A-0.0 SEE "2.2 PROPOSED ALTERATIONS"OF THE REPORT FOR SUGGESTED ORDER OF OPERATIONS FOR ADOBE WORK. NOTE: VERIFY IN FIELD ALL WALL, WINDOW, DOOR, AND INTERIOR WALL LOCATIONS. 033 A-1.1 (UNITA) UN ITA SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 UNIT A:LEFT SIDE Scale: 1/4" = 1'-0"8 UNIT A:ENTRY Scale: 1/4" = 1'-0"7 UNIT A:RIGHT SIDE Scale: 1/4" = 1'-0"6 UNIT A:BACK Scale: 1/4" = 1'-0"3 UNIT A:SECTION Scale: 1/4" = 1'-0"5 F.G. 181' F.F. 184' T.O.R. 194'-10 1/2" KITCHEN 10 '- 10 1 / 2 " 13 '- 10 1 / 2 " 2 12 5 12 BEDROOM / LIVING SPACEKITCHEN BATHROOM REF REF SINKW/D TWIN BED TV W/D STOVE SINK UNIT A:FLOOR PLAN Scale: 1/4" = 1'-0"2 5 A-1.1 (UNIT A) 5 A-1.1 (UNIT A) 21'-9" 9' -9" UNIT A:HELICAL PIER FOUNDATION PLAN Scale: 1/4" = 1'-0"4 FORMORE INFORMATION,REFER TO SHEET JRSC-C FORHELICAL PIERS: CONCEPTUAL PLAN BEDROOM / LIVING SPACEKITCHEN BATHROOM REF REF SINKW/D TWIN BED TV W/D STOVE SINK UNIT A:ROOF PLAN Scale: 1/4" = 1'-0"1 24'-0" 6' -0 " 6' -0 " 10'-0" (GABLE ROOF) 5:12 SLOPE AW N I N G AWNING (GABLE ROOF, POP-OUT) 2:12 SLOPE (GABLE ROOF) 5:12 SLOPE RIDGE UNITA:PL ANS & EL EVAT IONS SCALE: 1/4" = 1'-0" 0' SCALE:1/4"=1' 4' 8'2' 033 A-1.2 (UNIT AA) UN ITA A SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 REF SINKW/D REF SINKW/D BEDROOM / LIVING SPACE BATHROOM TWIN BED BEDROOM / LIVING SPACEKITCHEN BATHROOM REF TWIN BED TV W/D STOVE SINK TV KITCHEN REF W/D STOVE SINK UNIT AA:FLOOR PLAN Scale: 1/4" = 1'-0"2 5 A-1.2 (UNIT AA) 5 A-1.2 (UNIT AA) 21'-9" 19 ' -9" UNIT AA:HELICAL PIER FOUNDATION PLAN Scale: 1/4" = 1'-0"4 FORMORE INFORMATION,REFER TO SHEET JRSC-C FORHELICAL PIERS: CONCEPTUAL PLAN REF SINKW/D REF SINKW/D BEDROOM / LIVING SPACE BATHROOM TWIN BED BEDROOM / LIVING SPACEKITCHEN BATHROOM REF TWIN BED TV W/D STOVE SINK TV KITCHEN REF W/D STOVE SINK UNIT AA:ROOF PLAN Scale: 1/4" = 1'-0"1 24'-0" 12'-0 " 10'-0 "(LOWER SHED ROOF) 2:12 SLOPE AW N I N G AWNING AW N I N G (UPPER SHED ROOF) 2:12 SLOPE AWNING UNIT AA:BACK Scale: 1/4" = 1'-0"3UNIT AA:RIGHT SIDE Scale: 1/4" = 1'-0"6UNIT AA:ENTRY Scale: 1/4" = 1'-0"7UNIT AA:LEFT SIDE Scale: 1/4" = 1'-0"8 UNIT AA:SECTION Scale: 1/4" = 1'-0"5 F.G. 181' F.F. 184' T.O.R. 196'-1" 12 '- 1" 15 '- 1" KITCHEN KITCHEN 2 12 2 12 UNIT AA: PL ANS & EL EVAT IONS SCALE: 1/4" = 1'-0" 0' SCALE:1/4"=1' 4' 8'2' 033 A-1.3 (UNITB) UN ITB SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 UNIT B:LEFT SIDE Scale: 1/4" = 1'-0"10 UNIT B:ENTRY Scale: 1/4" = 1'-0"9 UNIT B:RIGHT SIDE Scale: 1/4" = 1'-0"7 UNIT B:BACK Scale: 1/4" = 1'-0"4 UNIT B:N-S SECTION Scale: 1/4" = 1'-0"6 F.G. 181' F.F. 184' T.O.R. 197'-11 1/2" KITCHEN LOFT 6'- 6" 4'- 1" 4'- 71 / 2 " 2 12 5 12 3'X 3'EGRESS WINDOW 2'-6" 3'- 1" REFER TO APPENDIX AQ OF THE CRC. BATHROOM REF SINK W/D SOFA TV STAIRS STOVE KITCHEN LIVING SPACE UNIT B:FLOOR PLAN Scale: 1/4" = 1'-0"3 9' -9" 21'-9" 6 A-1.3 (UNIT B) 6 A-1.3 (UNIT B) 8 A-1.3 (UNIT B) 8 A-1.3 (UNIT B) LOFTQUEEN BED LOFT UNIT B:LOFT PLAN Scale: 1/4" = 1'-0"2 7'-10 1/2" UNIT B:HELICAL PIER FOUNDATION PLAN Scale: 1/4" = 1'-0"5 FORMORE INFORMATION,REFER TO SHEET JRSC-C FORHELICAL PIERS: CONCEPTUAL PLAN LOFTQUEEN BED LOFT UNIT B:ROOF PLAN Scale: 1/4" = 1'-0"1 14'-0" 6' -0 " 6' -0 " 10'-0" (GABLE ROOF) 5:12 SLOPE AW N I N G AWNING (GABLE ROOF, POP-OUT) 2:12 SLOPE (GABLE ROOF) 5:12 SLOPE RIDGE UNIT B:E-W SECTION Scale: 1/4" = 1'-0"8 SECTION TAKEN THROUGH CENTER OF STAIRS. REFER TO APPENDIX AQ OF THE CRC. 6'- 2" HE A D R O O M 8"RI S E 9" TREAD 1'-8" 1'- 51 / 2 " F.G. 181' F.F. 184' T.O.R. 197'-11 1/2" 13 '- 11 1 / 2 " 6'- 6" 5'- 51 / 2 " 16 '- 11 1 / 2 " LOFT LOFT BATHROOM UNITB:PL ANS & EL EVAT IONS SCALE: 1/4" = 1'-0" 0' SCALE:1/4"=1' 4' 8'2' 033 A-1.4 (UNITC) UN ITC SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 UNIT C:LEFT SIDE Scale: 1/4" = 1'-0"10 UNIT C:ENTRY Scale: 1/4" = 1'-0"8 UNIT C:RIGHT SIDE Scale: 1/4" = 1'-0"6 UNIT C:BACK Scale: 1/4" = 1'-0"3 UNIT C:E-W SECTION Scale: 1/4" = 1'-0"7 KITCHEN LOFT KITCHEN LOFT F.G. 181' F.F. 184' T.O.R. 199'-10 1/2" 6'- 6" 4'- 3" 5'- 51 / 2 " 2 12 2 12 3'X 3'EGRESS WINDOW 2'-6"2'-6" 3'- 1" REFER TO APPENDIX AQ OF THE CRC. BATHROOM RE F TV STAIRS ST O V E LIVING SPACE KITCHEN SI N K BATHROOM TV LIVING SPACE W/D RE F ST O V E KITCHEN SI N K W/D UNIT C:FLOOR PLAN Scale: 1/4" = 1'-0"2 7 A-1.4 (UNIT C) 7 A-1.4 (UNIT C) 9 A-1.4 (UNIT C) 9 A-1.4 (UNIT C) 19'-9" 21' -9" QUEEN BED LOFT QUEEN BED LOFT UNIT C:LOFT PLAN Scale: 1/4" = 1'-0"1 7' -10 1/ 2" UNIT C:HELICAL PIER FOUNDATION PLAN Scale: 1/4" = 1'-0"5 FORMORE INFORMATION,REFER TO SHEET JRSC-C FORHELICAL PIERS: CONCEPTUAL PLAN QUEEN BED LOFT QUEEN BED LOFT UNIT C:ROOF PLAN Scale: 1/4" = 1'-0"4 10'-0" 24' -0 " 12'-0" (UPPER SHED ROOF) 2:12 SLOPE (LOWER SHED ROOF) 2:12 SLOPE AWNING UNIT C:N-S SECTION Scale: 1/4" = 1'-0"9 F.G. 181' F.F. 184' T.O.R. 199'-10 1/2" 15 '- 10 1 / 2 " 6'- 6" 5'- 51 / 2 " 18 '- 10 1 / 2 " KITCHEN LOFT BATHROOM LOFT 6'- 21 / 2 " HE A D R O O M 8"RI S E 9" TREAD 1'-8" 1'- 51 / 2 " SECTION TAKEN THROUGH CENTER OF STAIRS. REFER TO APPENDIX AQ OF THE CRC. UNITC:PL ANS & EL EVAT IONS SCALE: 1/4" = 1'-0" 0' SCALE:1/4"=1' 4' 8'2' 033 A-1.5 (UNITD) UN ITD SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 UNIT D:ENTRY Scale: 1/4" = 1'-0"7UNIT D:LEFT SIDE Scale: 1/4" = 1'-0"8 UNIT D:RIGHT SIDE Scale: 1/4" = 1'-0"5 UNIT D:BACK Scale: 1/4" = 1'-0"3 UNIT D:SECTION Scale: 1/4" = 1'-0"6 F.G. 181' F.F. 184' T.O.R. 197'-1" KITCHEN & LIVING SPACE BATHROOM 13 '- 1" 16 '- 1" 2 12 2 12 30X48 CLR. 60"Ø CL R60X60 CLR.32X60 ROLL-IN SHOWER CLOSET 30X48 CLR. 60" Ø C L R 60X60 CLR. 32X60 ROLL-IN SHOWER CLOSET LIVING SPACE LIVING SPACE BATHROOM BATHROOM KITCHEN KITCHEN TV TV REFSTOVEW/DSINK RE F ST O V E W/D SI N K UNIT D:FLOOR PLAN Scale: 1/4" = 1'-0"2 6 A-1.5 (UNIT D) 6 A-1.5 (UNIT D) 23'-9" 21' -9" UNIT D:HELICAL PIER FOUNDATION PLAN Scale: 1/4" = 1'-0"4 FORMORE INFORMAT ION,REFER TO SHEET JRSC-C FORHELICAL PIERS: CONCEPTUAL PLAN UNITD:PL ANS & EL EVAT IONS SCALE: 1/4" = 1'-0" 0' SCALE:1/4"=1' 4' 8'2' UNIT D:ROOF PLAN Scale: 1/4" = 1'-0"1 14'-0"12'-0" 24' -0 " (UPPER SHED ROOF) 2:12 SLOPE (LOWER SHED ROOF) 2:12 SLOPE AWNINGAWNING T.O.R. 199'-10 1/2" 4'- 3" 18 '- 10 1 / 2 " 6'- 6" T.O.R. 197'-1" 16 '- 1" 16 '- 11 1 / 2 " T.O.R. 197'-11 1/2" 6'- 6" 4'- 1" 033 A-8.0 OVER A LL SE C T ION SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 UNIT A UNIT AA UNIT C UNIT DHISTORIC ADOBE TINY HOME HEIGHT COMPARISON TO HISTORIC ADOBE TOP OF ROOF OF ADOBE:196.31' FF:184' BFE:182.9' TH RESHOLD ELEV.=181.83' 24"TREE REMOVED WATERRISER EXPOSED PIPES (UNKNOWN ORIGIN) BRICKWALKWAY BRICKWALKWAY CONCRETE SIDEWALK CON CRETE SIDEWALK CONCRETE DRIVEW AY (E)CONCR ETE DRIV EWAY CON CRETECURB&GU TTER BUSH 48"STUMP BRICK PATH BRICK PATH NEIGHBORING RESIDENCE DA N A S T R E E T APPROXIMATE TOP OF BANK APPROXIMATETOP OF BANK ST E N N E R C R E E K 35 FT S E T B A C K P E R 17 .70 .03 0 .2.B PROPERTY LINE PROPERTY LINE WM (EXISTING) SHARED PAVED DRIVEWAYEASEMENT LOFT STAIRS QUEEN BED LOFT LOFT STAIRS QUEENBED LOFT LOFT STAIRS QUEEN BED LOFT LOFT STAIRS QUEEN BED LOFT STAIRS QUEENBED LOFT QUEENBED LOFT STAIRS STAIRS QUEENBED LOFT QUEEN BED LOFT STAIRS STAIRS QUEEN BED LOFT QUEENBED LOFT STAIRS WM 3 STA I R S QUEEN BED LOF T QUEE N BED LOF T STA I R S 12RAM P U P RA M P U P EASEMENT STAIRS QUEENBED LOFT QUEEN BED LOFT STAIRS COM MUNITY SPACEADARESTROOM (E)KITCHEN COMMONAREAFORRESIDENTS COMMUNITY SPACE MANAGEMENT SPACE STORAGE STORAGE RE HA B I L IT ATE(E) ONE STORY HIS TORIC AD O BE OCC : B (E)FULL BATHROOM (E)FULL BATHROOM WWWWWWWWWAAAAAAAWWWWWTTTTTTAAAAEEERRRRRRRRRRIIISSSSSSSSEEEERRRRR EEEEEEXXXXXXXXXPPPPPOOOOOOSSSSSEEEEEDDDDDPPPPPIIIPPPPEEEEESSSSS ((((((((UUUUUUUNNNNNKKKKKKKKNNNNNOOOOOOWWWWWWWWWWNNNNNNOOOOOORRRRRGGGGIIINNNN)) AAAAAAAAPPPPPPPPPPPPRRRRRRRRROOOOOXXXXXXXXXIIIMMMMMAAAAAAATTTTTTAAAAEEEEEETTTTTOOOOOOPPPPPPPOOOOOOOOFFFFFFBBBBBAAAAAAAANNNNNNKKKKKK STAIRS UEEEN BED FT QUEENBED LOFT STTAIIRS RRAAMMMPPUUPP AMPUP CCCCOOOOOOOOONNNNCCCCCCCCRRRRRRRREEEEEEEETTTTTTEEEEE SSSSSSIIDDDDDEEEWWWWWWWWWWWAAAAAAALLLLLKKKKKK A STRRRRRRREEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTT WWWWMM CCCO SSSSSID24"TREEEEEE NC24TREEEEE RRREEEEEMMMMOOOOOOVVVVVVEEEEEDDDDDDDD CCCCOO CCCCRRRRRRRRRRRRRRRRREEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEKKKKKK .22222.BBBBBB KKKKKKKKKKKKKK 777000000.000000333330000 SSSSSSSSSSSSTTTTTTTTTTTTTEEEEEEEEEEEEENNNNN EEEE SSSSSSSSSTTTTTTTTTTTTEEEEEEEEE 33333555555FFFFTTTTTTSSS TTT NNNNNNNNNEEEEEEEEEEEEEEEEEEEEERRRRRRRRRRRRRRRRRRRRRR C CCCKKKKKKKKKPPPPPPEEEEEERRRRRRRRR111777777.777 NNNNNNNNNNNNNNNNNNNNNNNNNN TTTTTBBBBBAAACCCC SITE SECTION KEY PLAN Scale: 1/32"=1'-0"3 2 A-8.0 2 A-8.0 EAST-WEST SITE SECTION EAST-WEST SITE SECTION Scale: 3/16" = 1'-0"2 ADOBE T.O.R. 196.31' UNIT C T.O.R. 199'-10 1/2" UNIT D T.O.R. 197'-1" ADOBE T.O.R. 196.31' 3' -7" 91 / 4 " F.F. 184' HISTORIC ADOBE UNIT C UNIT C UNIT AA UNIT BUNIT C F.F. 184' UNIT C OVERALL SECTION SCALE: 3/16" = 1'-0"SCALE:3/16"=1' 8'4'2'0' F.G. 181.83' T.O.R. 196.31'T.O.R. 194'-10 1/2" 13 '- 10 1 / 2 " T.O.R. 196'-1" 15 '- 1" UNIT B FINISH GRADE:181' 033 A-9.0 CO LOR S & MA T E R IALSB O A R D SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 UNIT A:LEFT SIDE Scale: 1/4" = 1'-0"1 S-2 P-3 TYP. P-2 TYP. UNIT A:ENTRY Scale: 1/4" = 1'-0"2 R-2 S-2P-2 P-3 TYP. TYP. R-2 UNIT A:RIGHT SIDE Scale: 1/4" = 1'-0"3 S-2 P-3 TYP. P-2 TYP. R-2 UNIT A:BACK Scale: 1/4" = 1'-0"4 R-2 S-2P-2 P-3 TYP. TYP. STANDING SEAM METAL ROOF: MANU:TBD TYPE/COLOR:R OR U-PANEL (GREY) (OR AN APPROVED EQUAL) PLANK LAP SIDING: MANU:JAMES HARDIE TYPE/COLOR:SELECT CEDARMILL (ARCTIC WHITE) PAINT: MANU:DUNN-EDWARDS (OR AN APPROVED EQUAL) TYPE/COLOR:DESS31 (SEARED ASH) PAINT: MANU:DUNN-EDWARDS (OR AN APPROVED EQUAL) TYPE/COLOR:DEW380 (WARM WHITE) R-2 S-2 P-2 P-3 WALKWAY Scale: 1:117 6 W-3W-2W-1 DWELLING UNIT VERIFY COLOR & MATERIAL WITH CLIENTS EXTERIOR FINISH: WALKWAYS WALKWAY Scale: 1:97.55 W-2W-1 RESTORE BRICK PATH TO MATCH (E): MANU:VERIFY IN FIELD TYPE/COLOR:VERIFY IN FIELD GROUND PERMEABLEPATH: ACCESSIBLE GROUNDSCAPE MANU:AIRVOL BLOCK SLO (OR AN APPROVED EQUAL) TYPE/COLOR:TBD RAISED WALKWAY: PRE-ENGINEERED WOOD DECK MANU:TREX (OR AN APPROVED EQUAL) TYPE/COLOR:TREX TRANSCEND TROPICALS DECKING (TIKI TORCH) W-1 W-2 W-3 WA L KWAY VERIFY COLOR & MATERIAL WITH CLIENTS EXTERIOR FINISH: DWELLING UNITS TO MATCH (E) PER SOI STANDARDS, VERIFY IN FIELD 033 A-9.1 CO LOR S & MA T E R IALSB O A R D SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 ADOBE SOUTH ELEVATION Scale: 1/4" = 1'-0"1 R-1 S-1P-1 P-1 TYP. TYP. ADOBE WEST ELEVATION Scale: 1/4" = 1'-0"4 R-1 S-1P-1 C-1 TYP. ADOBE EAST ELEVATION Scale: 1/4" = 1'-0"2 R-1 S-1P-1 TYP. R-1C-1 ADOBE NORTH ELEVATION Scale: 1/4" = 1'-0"3 R-1 S-1P-1 TYP. EXTERIOR FINISH: HISTORIC ADOBE CLASS A FIRE RATED CEDAR SHINGLEROOF: MANU:TBD TYPE/COLOR:GREY SIDING TO MATCH (E): MANU:VERIFY IN FIELD TYPE/COLOR:VERIFY IN FIELD PAINT TO MATCH (E): MANU:VERIFY IN FIELD TYPE/COLOR:WHITE, VERIFY IN FIELD RESTORE CHIMNEY FLUE TO MATCH (E): MANU:VERIFY IN FIELD TYPE/COLOR:VERIFY IN FIELD R-1 S-1 P-1 C-1 HISTORIC ADOBE GENERAL FLOOR PLAN NOTES: 1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 2. VERIFY ALLAPPLIANCE, FIXTURE & EQUIPMENT SIZES AND LOCATIONS W/OWNER, PRIOR TO INSTALLATION. 3. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION. 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. 9. DIMENSIONS ARE TO FACE OF FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE. 9. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES. 10. PROVIDE FIRE BLOCKING FOR WALL CAVITIES THAT EXCEED CBC HEIGHT LIMITATION. 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. ALL INTERIOR DOORS SHALL HAVE DOOR STOPS AND (3) THREE BUTT HINGES, SUPPLY (4) FOUR BUTT HINGES FOR 8'-0" DOORS 3. 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. 4. PROVIDE 'ANDERSON' RETRACTABLE INSECT SCREENS FOR OUTSWING DOORS. ALL GLAZING IN OUTSWING DOOR SHALL BE DOUBLE PANE HIGH PERFORMACE WITH A U-VALUE OF .33 & A S.H.G.C. OF .29. 1. V.I.F. ALL ROUGH OPENING SIZES OF D & W UNITS TO BE REMOVED/ REPLACED. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL EXISTING WINDOWS SHALL BE REPLACED W/ NEW WINDOWS PER SCHEDULE. 3. FINISHES SHALL BE CONFIRMED W/ ARCHITECT & OWNER. 4. ALL NEW DOOR & WINDOWS GLAZING SHALL BE DUAL-GLAZED "LOW-E" RATED, U.N.O. 5. OPERABILITY OF WINDOWS SHALL BE CONFIRMED W/ OWNER PRIOR TO PURCHASE 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 LABELATTATCHED 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. ADDITIONAL DOOR&WINDOW NOTES: 1. HISTORIC PRESERVATION POLICIES ENCOURAGE RETENTION AND PRESERVATION OF WINDOWS, OR REPLACEMENT "IN-KIND" OF WINDOWS TOO DETERIORATED TO REPAIR, USING THE SAME SASH AND PANE CONFIGURATION AND DESIGN DETAILS AND UTILIZING A DESIGN FOR NEW WINDOWS THAT IS COMPATIBLE WITH THE EXISTING WINDOW OPENINGS AND HISTORIC CHARACTER A BUILDING. 2. THE REPLACEMENTS SHOULD BE WOOD CASEMENT WINDOWS OF THE SAME SIZE AS THE ORIGINAL OPENINGS. SIMPLE, UNEMBELLISHED TREATMENT OF ANY FENESTRATION PROPOSED IS CRUCIAL. 3. FIVE OF THE WINDOWS ARE FULL SIZE DOUBLE HUNG SASH WITH 6 PANES IN EACH SASH; SASH CONTAINS CUT NAILS AND IS WHITE WITH GREEN TRIM. SMALLER WINDOWS ARE SINGLE SASH WITH 6 PANES. 1. THE NEW ADDITION OF THE PROPOSED EXPANSION TO A HISTORIC BUILDING LOCATED AT THE HISTORIC PROPERTY AT 466 DANA STREET SHALL BE A CONTINUATION OF THE BUILDING USE AS A COMMON LIVING AREA AND OFFICES. 2. THE HISTORIC CHARACTER OF THE PROPERTY AT 466 DANA STREET WILL BE RETAINED AND PRESERVED. THE ADDITION OF THE PROPOSED EXPANSION WILL NOT REMOVE ANY DISTINCTIVE MATERIALS OR ALTERATIONS OF FEATURES, SPACES AND SPATIAL RELATIONSHIPS THAT CHARACTERIZE A PROPERTY. REFER TO SITE PLAN FOR EXISTING AND PROPOSED SITE LAYOUT. 3. THE PROPOSED 10'X10' NEW ADDITION TO THE HISTORIC PROPERTY WILL BE AT THE REAR OF THE PROPERTY AND THEREFORE WILL NOT BE ADDING CONJECTURAL FEATURES OR ELEMENTS TO CREATE FALSE SENSE OF HISTORICAL DEVELOPMENT. 4. THE HISTORIC CHARACTER OF THE PROPERTY AT 466 DANA STREET WILL BE RETAINED AND PRESERVED. 5. DISTINCTIVE MATERIALS, FEATURES, FINISHES AND CONSTRUCTION TECHNIQUES THAT CHARACTERIZES THIS PROPERTY WILL BE PRESERVED. 6. DETERIORATED HISTORIC FEATURES WILL BE REPAIRED RATHER THAN REPLACED IF POSSIBLE. PER THE EXISTING CONDITION OF THE HISTORIC BUILDING, DETERIORATION OF HISTORIC FEATURES REQUIRES THAT THE NEW FEATURES WILL MATCH THE OLD IN DESIGN, COLOR, TEXTURE, AND WHERE POSSIBLE, MATERIALS. REPLACEMENT OF MISSING FEATURES WILL BE SUBSTANTIATED BY DOCUMENTARY AND PHYSICAL EVIDENCED. 7. CHEMICAL OR PHYSICAL TREATMENTS, IF APPROPRIATE, WILL BE UNDERTAKEN USING THE GENTLEST MEANS POSSIBLE. TREATMENTS THAT CAUSE DAMAGE TO HISTORIC MATERIALS WILL NOT BE USE FOR THE ADDITION OF THE PROPOSED EXPANSION. 8. THE HISTORIC PROPERTY DOES NOT CONTAIN ANY ARCHEOLOGICAL RESOURCES. BUT IF DISCOVERED, ARCHEOLOGICAL RESOURCES WILL BE PROTECTEDANDPRESERVEDINPLACEANDMITIGATIONMEASURESWILLBE UNDERTAKEN. 9. THE NEW ADDITION OF THE PROPOSED EXPANSION TO THE HISTORIC PROPERTY WILL NOT DESTROY THE HISTORIC MATERIALS, FEATURES AND SPATIAL RELATIONSHIP THAT CHARACTERIZES THE PROPERTY. THE NEW WORK WILL MATCH WITH ALL EXISTING FEATURES OF THE ADOBE. 10. THE ADDITION OF THE PROPOSED EXPANSION TO THE HISTORIC PROPERTY WILL BE UNDERTAKEN IN SUCH A MANNER THAT, IF REMOVED IN THE FUTURE, THE ESSENTIAL FORM AND INTEGRITY OF THE HISTORIC PROPERTY AND ITS ENVIRONMENT WILL BE UNIMPAIRED. IT IS UNDERSTOOD THAT ALTERATIONS OF HISTORICALLY-LISTED BUILDINGS SHALL RETAINATLEAST 75%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF AND EXTERIOR BEARING WALLS, AND CLADDING,INTOTAL , AN REUSE ORIGINAL MATERIALSAS FEASIBLE.PROPOSED ALTERATIONS OF GREATER THAN 25%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF STRUCTURE, AND EXTERIOR WALLSWILL BE SUBJECT TO THE REVIEW PROCESS FOR DEMOLITIONS.PER THE HISTORIC PRESERVATION PROGRAM GUIDELINES. SECRETARY OF THE INTERIOR (SOI) STANDARDS GENERAL NOTES: SECRETARY OF THE INTERIOR (SOI) STANDARDS GENERAL NOTES: 1. ENSURE THE PORCH DECK DOES NOT EXTEND PAST THE HISTORIC ROOFLINE LIMIT. THE EAST AND SOUTH FACADES AND THEIR CHARACTER-DEFINING FEATURES MUST RETAIN THEIR ORIGINAL SCALE, PROPORTION, AND DESIGN CHARACTERISTICS. 2. MAINTAIN THE SIMPLE DESIGN OF THE PORCH. THE WOOD POSTS SHALL BE SIMPLE, UNEMBELLISHED 4 X 4 SQUARE POSTS WITH A SIMPLE SQUARE BASE. SOI STANDARDS -PORCH REHABILITATION: RECOMMENDATIONS TO GUIDE REMOVAL OF THE NON-SIGNIFICANT WOOD ADDITIONS ARE AS FOLLOWS: 1. EXTREME CARE SHOULD BE TAKEN DURING THE REMOVAL OF ANY WOOD ADDITIONS TO AVOID DAMAGING THE ORIGINALADOBE BUILDING WALLS. 2. ANY IRREPARABLE OR MISSING MATERIAL SHOULD BE CAREFULLY REPLACED TO MATCH IN KIND AND ALIGNMENT WITH THAT WHICH IS STILL PRESENT. SOI STANDARDS -REMOVAL OF WOOD ADDITIONS: SOI STANDARDS -WINDOW REPLACEMENT AND REPAIR: 1. REPLACEMENT DOORS SHOULD BE CONSTRUCTED OF WOOD, WITHOUT EMBELLISHMENT OR GLAZING, AND SIMPLE IN DESIGN. 2. MAIN ENTRY DOOR SHOULD REMAIN IN PLACE, CENTERED ON THE SOUTH FACADE. SOI STANDARDS -DOOR REPLACEMENT: THERE ARE NO PLANNED CHEMICAL OR PHYSICAL TREATMENTS. HOWEVER, SHOULD ANY CLEANING OR OTHER MATERIALS TREATMENT BE REQUIRED, THEY MUST BE UNDERTAKEN GENTLY AND USING CLEANING OR TREATMENT SOLVENTS, LIQUIDS, AND METHODS THAT WILL ENSURE THERE IS NO RESULTING DAMAGE TO HISTORIC MATERIALS. IF ANY CLEANING OR OTHER TREATMENTS BE PLANNED FOR THE ADOBE WALLS THEMSELVES, THAT WORK SHOULD BE GUIDED BY THE EXPERTISE OF A HISTORIC ADOBE EXPERT. SOI STANDARDS -CLEANING TREATMENTS: 1. ORIGINAL ROOF LINES OF ADOBE WILL BE MAINTAINED. 2. ROOF SHALL BE SEISMICALLY BRACED TO THE WALLS. REFER TO STRUCTURAL PLANS. 2. WOOD SHINGLES TO BE USED FOR THE ROOF SHEATHING ON THE MAIN ROOF OF THE BUILDING AS WELLAS THE FRONT PORCH ROOF. 3. SKYLIGHTS AND SOLATUBES SHALL BE FLUSH OR NEAR-FLUSH TO THE ROOF SURFACE, AND ARE NOT VISIBLE FROM DANA ST. 4. SOLAR PANELS SHALL BE PLACED IN A MANNER THAT ADDS MINIMIZED VISUAL PRESENCE TO THE MAIN FACADES. 4. DURING THE ROOF REFRAMING AND CONSTRUCTION, THE ADOBE SPECIALIST SHOULD BE CONSULTED TO ENSURE THE NEW WOOD FRAMING (ESPECIALLY AS IT ARTICULATES WITH THE ADOBE WALLS) IS DESIGNED AND CONSTRUCTED APPROPRIATELY TO PRESERVE AND MAINTAIN THE STABILITY AND INTEGRITY OF THE ADOBE WALLS. SOI STANDARDS -ROOF REPAIR: THE EXTERIOR SHALL BE PLASTERED AND PAINTED/TINED WHITE TO MATCH THE HISTORICAL CHARACTER OF THE BUILDING. TRIM AND WOOD DETAILS, INCLUDING WINDOW AND DOOR SURROUNDS, PORCH DECK, ROOF RAFTERS, AND POSTS SHALL BE STAINED A MEDIUM HUE OF NATURAL BROWN OR A MEDIUM-HUED PAINT. SOI STANDARDS -EXTERIOR PAINT: REMOVAL OF NON-HISTORIC COATINGS AND THE APPLICATION OF NEW COATINGS OR TREATMENTS SHALL BE DONE WITH GREAT CARE AS TO NOT DAMAGE ORIGINALADOBE WALLS AND SHALL MATCH HISTORIC APPEARANCE AND MATERIAL. ENSURE THE NEW COATING IS APPROPRIATE FOR PRESERVATION PURPOSES. A PROFESSIONALASSESSMENT OF THE ADOBE WALL CONDITION BY A HISTORIC ADOBE CONSERVATOR OR SPECIALIST WILL TAKE PLACE PRIOR TO ANY WORK TO THE BUILDING. THEY SHALLASSESS THE ADOBE WALLS’ CONDITION AND IDENTIFY ANY SPECIFIC REPAIR WORK NEEDED, THE APPROPRIATE TREATMENT, TYPES, AND APPLICATION METHODS FOR NEW PLASTER COATINGS. THE SPECIALIST SHOULD OVERSEE THAT WORK TO ENSURE IT IS PERFORMED APPROPRIATELY. SOI STANDARDS -REPAIR, RESTORATION, AND PL ASTERING OF ADOBE WALLS: DUE TO THE AGE AND THE CONDITION OF THE BUILDING THERE ISA POSSIBILITY OF SIGNIFICANT STRUCTURAL DAMAGE AND WET, DRY ROT DAMAGE TO THE EXTERIOR WOOD FEATURES OF THE STRUCTURE.ANY WOOD FEATURES THAT SHOW SIGNS OF DAMAGED SHALL BE REPLACED AND REPLICATED TO MATCH WITHASIMILAR NEW MATERIAL. STRUCTURAL WOODEN WALL MEMBERS WHICH ARE DETERIORATED NEED TO BE REPLACED REFER TO STRUCTURAL DRAWINGS. THE STRUCTURE'SCLADDING AND WOOD CONSTRUCTION SHALL REMAIN. CLADDING ISHORIZONTAL REDWOOD DROP SIDING, 9"WIDE.IT ISA"BOX"OR SINGLE-WALL WOOD CONSTRUCTION, WITH VERTICAL BOARDS INSIDE AND HORIZONTAL BOARDS SANDWICHED ON THE OUTSIDE;CUT SQUARE NAILS. REPAIRS SHALL BE MADE TO DETERIORATED SEGMENTS TO MATCH (E). REPAIRS SHALL BE MADE TO ENSURE THE BUILDING IS STRUCTURALLYAND SEISMICALLY SOUND.REFER TO STRUCTURAL PLANS. REFER TO CIVIL PLANS FOR EXCAVATION OF SOIL AND CONSTRUCTION OF A PERIMETER FOUNDATION. ANY DAMAGED OR REPLACED FEATURE TO BE VERIFIED, REPLACED AND DOCUMENTED INFIELD.ALL NEW FEATURES WILL MATCH THE OLD INDESIGN, COLOR, TEXTURE, AND WHERE POSSIBLE, MATERIALS.THE EXTENT OF NEW BUILDING MATERIAL BEING PROPOSED SHALL BE OF SIMILAR OR THE SAME MATERIAL THAT IT ISREPLACING. 033 A-10.0 PE R S P E C T IV E VI EW SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 PERSPECTIVE VIEW SCALE: NTS 033 A-10.1 DA N A S T R E E T FR O N T E LEVAT ION SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 FINISH GRADE OF ADOBE 181.83' ADA DUPLEX TINY HOME T.O.R. 197.1' ADOBE TOP OF ROOF 196.31' F.F.WALKWAY 184' STREET FAC ING TINY HOME T.O.R. 194.9' DUPL EX TINY HOME T.O.R. 199.7' DANA STREET FRONT EL EVAT ION SCALE: NTS 033 A-10.2 SIDE VI EW F R O M AD J A C E N T PR O P E R T Y SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 SIDE VIEW FROM ADJACENT PROPERTY SCALE: NTS 033 A-10.3 DA N A S T R E E T AP P R O A C H SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 L OOKING WEST FROM DANA ST. SCALE: NTS