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HomeMy WebLinkAboutPN Liner Building (partially updated)San Jose, California Irvine, California watrydesign.com 06/22/22 CULTURAL ARTS DISTRICT PS SAN LUIS OBISPO, CA LINER BUILDING EXHIBIT LINER BUILDING CONCEPT DESIGN XD2.8 Unnamed PP PP PP GM WM WM T T TEL T TEL C O x x x x x x WV WV WV WV WV WV WV WV H Y D H Y D P P D C O WV WV FW FW STO P STO P STOP SSSS SD SD SD SD SD SD SD S D SD 10 " T R E E 6" TREE 6" TREE PP PP PP GM WM WM T T TEL T TEL C O x x x x x x x x x x x x x x x x WV WV WV WV WV WV WV WV H Y D H Y D P P D C O WV WV FW FW STO P STO P STOP SSSS SD SD SD SD SD SD SD S D SD T FW SS T FW SS A.1 1 D D 12 A 14 PALM STREET NI P O M O S T R E E T MONTEREY STREET N LI N E R B U I L D I N G PARKING STRUCTURE SLO REP THEATER 2 XD2.1 E E RAMP DN SLOPE 14% SLOPE 7% LINER BUILDING 18'-4 1/2" 17'-6 3/4" 35'-11 1/4" 75 ' - 9 " 16 ' - 9 " 92 ' - 6 " AVAILIBLE LINER BUILDING AREA CLIENT NAME:PROJECT NAME:DATE ISSUED: © WATRY DESIGN, INC. 2019 PROJECT NUMBER:SHEET:SHEET NAME: CITY OF SAN LUIS OBISPOCULTURAL ARTS DISTRICT PS 06/22/2209-079 XD2.1 MASTER SITE PLAN 1" = 20'-0" MASTER SITE PLAN 1/8" = 1'-0"XD2.1 2 LINER BUILDING FOOTPRINT T FW SS E.V. E.V. E.V. E.V. FIRE SEPARATION TYP. FOR GROUND LEVEL THROUGH LEVEL 3 2 XD2.2 SIM. INDICATES EXTENT OF 1HR FIRE SEPARATION BETWEEN THE LINER BUILDING AND THE PARKING STRUTURE LINER BUILDING FIRE RATINGS LEGEND 1-HR. 2-HR. EXITING LEGEND ACTUAL TRAVEL DISTANCE DIAGONAL DISTANCE DISTANCE BETWEEN EXITS INDICATES 1HR RATED METAL STUD WALL. PARKING STRUCTURE ENCLOSURE ASSUMED TO BE BY LINER BUILDING CONTRACTOR. TO A P E X O F R O O F 34 ' - 0 " LINER BUILDING STREET SIDEWALK ROOFING WILL NEED TO BE 1HR RATED DOME LEVEL CLIENT NAME:PROJECT NAME:DATE ISSUED: © WATRY DESIGN, INC. 2019 PROJECT NUMBER:SHEET:SHEET NAME: CITY OF SAN LUIS OBISPOCULTURAL ARTS DISTRICT PS 06/22/2209-079 XD2.2 LINER BUILDING 1/8" = 1'-0"XD2.2 1 GROUND LEVEL PLAN 1/4" = 1'-0"XD2.2 2 ENLARGED WALL SECTION CBC 2019 CHAPTER 6 TABLE 602 CBC 2019 CHAPTER 7 SECTION 706.6.1 A.1 1 A.3 A.6 A.9 B B 2 3 4 5 6 7 8 9 10 12 A.8AA.4 C C-6 C-1 C-1 C-2 C-5 C-5 C-5 C-2 C-2 C-8 C-8 C-8 C-5 C-3 C-3 C-6 C-6 C-3 C-3 C-4 C-2 C-5 17 8 ' - 5 1 / 2 " 1' - 0 " 15 ' - 0 " 17 ' - 2 1 / 2 " 17 ' - 2 1 / 2 " 17 ' - 2 1 / 2 " 17 ' - 2 1 / 2 " 17 ' - 2 1 / 2 " 17 ' - 2 1 / 2 " 17 ' - 2 1 / 2 " 15 ' - 0 " 26 ' - 0 " 1' - 0 " 9" 22'-3" 24'-11" 17'-6" F-10 F-3 F-2 F-8 F-5 F-8 F-6 F-6 F-7 9" CL C-1 7' - 0 " 6'-0" 2'-6" 2' - 6 " 3'-6" 2' - 6 " WF-2 WF-2 W F - 2 OF COLUMN 2' - 1 1 " 5'-3" 4' - 5 1 / 2 " 4' - 6 " T.O.F. 188.33' T.O.F. 188.25' T.O.F. 187.83' T.O.F. 187.83' T.O.F. 187.83' T.O.F. 187.83' T.O.F. 188.83' T.O.F. 188.83' T.O.F. 188.83' T.O.F. 183.83' 3'-0" GB - 2 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 4- # 1 1 x 2 2 ' - 0 " AD D E D T O P 9- # 1 1 x 1 8 ' - 0 " AD D E D B O T . CE N T E R E D ON G R I D 16 - # 1 1 x 3 1 ' - 0 " AD D E D B O T . FR O M G R I D 7 4- # 1 1 x 2 2 ' - 0 " AD D E D T O P 10 - # 1 1 x 1 8 ' - 0 " AD D E D B O T . CE N T E R E D ON G R I D 16 - # 1 1 x 3 1 ' - 0 " AD D E D B O T . FR O M G R I D 3 6'-0" 5'-0" #8@12" o/c TOP & BOT. #8@8" o/c TOP & BOT. #8@9" o/c TOP & BOT. #8@7" o/c TOP #8@12" o/c TOP T.O.F. 188.00' 4'-5" CL3" CL3' - 9 " GB-7 GB - 7 GB - 7 1'-3" 1' - 3 " 1'-3" 2' - 6 " 37 ' - 5 " 1' - 6 " 1' - 6 " FOR FUTURE LINER BUILDING CONN. AT GB-7, SEE DETAIL /(8 XD2.3) FOR FUTURE LINER BUILDING CONN. AT GB-2, SEE DETAIL /(3 XD2.3) ASSUMED PROPERTY LINE T.O.F. 183.83' T.O.F. 187.00'T.O.F. 187.00' 17'-6 1/2" 19'-1" 18'-4" 6'-3 1/2" 1'-0"61'-3" POST FOOTING PER SCREEN PROVIDER CL R . 2" CLR. 4" 3'-0" 6" 6" 1 1/2" HOOKED TRANSVERSE REINF. PER GRADE BEAM SCHEDULE KEY FULL LENGTH OF FOOTING FORMSAVERS, #8@16"o/c ASSUME T.O.F. TO ALIGN WITH (E) T.O.F. FUTURE FOUNDATION FUTURE BOTTOM BARS TO BE DRILLED AND EPOXY AT FUTURE BLDG. GB-2 ASSUME T.O.F. TO ALIGN WITH (E) T.O.F. FUTURE FOUNDATION BOND BREAKER AT FUTURE BLDG. GB-7 GRID 1'-3" TO A P E X O F R O O F 34 ' - 0 " LINER BUILDING STREET SIDEWALK ARCHITECTURAL PROFILES WILL NEED TO BE REMOVE PRIOR TO LINER BUILDING CONSTRUCTION FOUNDATION INFORMATION: DEAD LOADS: ROOF = 30 PSF FLOOR = 55 PSF FAÇADE = 20 PSF LIVE LOAD: ROOF = 20 PSF FLOOR = 40 PSF DOME LEVEL DESIGN CODES, STANDARDS AND CRITERIA CALIFORNIA BUILDING CODE, 2019 EDITION DESIGN LOADS THE ASSUMPTIONS MADE FOR THE LINER BUILDING ARE: DL = 55 PSF, LL = 40 PSF AT EACH FLOOR LEVEL DL = 30 PSF, LL = 20 PSF AT THE ROOF FAÇADE = 20 PSF DL BUILDING SEPARATION THE SEPARATION BETWEEN THE LINER BUILDING AND THE PARKING STRUCTURE SHOULD BE PER THE 2019 CBC REQUIREMENTS. THE TOTAL MAXIMUM DISPLACEMENT OF THE PARKING STRUCTURE IS 1.25” IN EACH DIRECTION. ADDITIONAL PROJECT PARAMETERS THE PARKING STRUCTURE FOUNDATION HAS BEEN OFFSET AT THE GRAVITY COLUMNS TO ONLY EXTEND 3” BEYOND THE FACE OF COLUMNS- THIS ALLOWS FOR AN ECCENTRIC FOOTING FOR THE LINER BLDG. TO BE SEPARATE FROM THE PARKING STRUCTURE. AT THE SHEAR WALL FOUNDATION, A DETAIL HAS BEEN CREATED TO ACCOMMODATE A FUTURE FOOTING TO BE TIED INTO THIS FOOTING. STRUCTURAL NOTES: CLIENT NAME:PROJECT NAME:DATE ISSUED: © WATRY DESIGN, INC. 2019 PROJECT NUMBER:SHEET:SHEET NAME: CITY OF SAN LUIS OBISPOCULTURAL ARTS DISTRICT PS 06/22/2209-079 XD2.3 LINER BUILDING 3/32" = 1'-0" PARTIAL LEVEL 01 FOUNDATION PLAN 1" = 1'-0"XD2.3 3 FOUNDATION 1" = 1'-0"XD2.3 8 FOUNDATION 1/4" = 1'-0"XD2.3 14 ENLARGED WALL SECTION 12" = 1'-0"XD2.3 13 STRUCTURAL NOTES CLIENT NAME:PROJECT NAME:DATE ISSUED: © WATRY DESIGN, INC. 2019 PROJECT NUMBER:SHEET:SHEET NAME: CITY OF SAN LUIS OBISPOCULTURAL ARTS DISTRICT PS 06/22/2209-079 XD2.4 INCOMING SERVICES “8 Units” Concept (2-3 Levels) Scale: 1/8"= 1'-0"10/24/22 Nipomo Street Elevation Scale: 1/8"= 1'-0"10/24/22 CLIENT NAME:PROJECT NAME:DATE ISSUED: © WATRY DESIGN, INC. 2019 PROJECT NUMBER:SHEET:SHEET NAME: CITY OF SAN LUIS OBISPOCULTURAL ARTS DISTRICT PS 06/22/2209-079 XD2.6 CONCEPT DESIGN Palm Street Elevation Scale: 1/8"= 1'-0" South Elevation 10/24/22