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PLN17-0069 874 Lewelling Blvd - 6-Unit Townhome Development - Zoning Amendment, Planned Development, Site Plan Review, Tentative Map <br />EXHIBIT I.2 - BUILDING B CROSS-SECTION <br />Level 11' - 0" <br />Level 2 F.F.11' - 0" <br />Level 2 T.O.P.20' - 0" <br />Level 1, T.O.P. <br />10' - 0" <br />T.O.R. Bldg B <br />25' - 9" <br />LIVING ROOM GARAGE 5' - 9"9' - 0"1' - 0"9' - 0"1' - 0"25' - 9"BEDROOM #4 <br />Grade0' - 0"SLAB ON GRADE, SEE <br />CIVIL DRAWINGS <br />ENTRY <br />3 <br />1 <br />2 <br />CEILING HEIGHT9' - 0"MASTER BEDROOM #2 <br />3" <br />1'-0" <br />7 <br />9 <br />8 <br />1CEILING HEIGHT9' - 0"ATTIC <br />PERMEABLEPAVERS <br />0' - 6"Garage Level0' - 6 1/2" <br />54 <br />% <br />10 <br />0' - 2"2% <br />Level 11' - 0" <br />Level 2 F.F. <br />11' - 0" <br />Level 2 T.O.P. <br />20' - 0" <br />Level 1, T.O.P.10' - 0" <br />T.O.R. Bldg B25' - 9" <br />Grade0' - 0" <br />MASTER <br />BEDROOM #2 <br />KITCHEN KITCHEN <br />1 <br />2 <br />4 <br />6 25' - 9"5' - 9"9' - 0"1' - 0"9' - 0"1' - 0"MASTER <br />BEDROOM #2 <br />LIVING ROOM LIVING ROOM <br />3" <br />1'-0"3" <br />1'-0" <br />3" <br />1'-0"CEILING HEIGHT9' - 0"2 <br />3 <br />9 <br />8 <br />3" <br />1'-0" <br />Garage Level <br />0' - 6 1/2" <br />5 <br />10 ATTS <br />LAC <br />E <br />FO ILICENS E D ARCHIT <br />ECTF O RNIAGORD KONW <br />GNO <br />RENEWAL 08/17/2015 <br />4 0 4 53-C <br />Project Schedule RevisionSan Leandro, CA 94579874 Lewelling BoulevardSCALE Lewelling CondominiumsR E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC. AIA, LEED GA710E MCGLINCY LANE SUITE 109CAMPBELL CA 95008(408) 315-2125 LIC# 34045,WWW.GKWARCHITECTS.COMPROJECT REPRESENTATIVESJENNY C. WONG & WEIRAN JIA710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008(408) 796-1845 | WWW.GKWARCHITECTS.COMRENEWAL 08/17/2019 <br />1 <br />No.Date Description <br />2018.08.08 Planning <br />2 2019.01.07 Planning <br />3 2019.03.25 Planning <br />4 2019.07.11 Planning <br />7/11/2019 8:50:12 AM <br /> 1/4" = 1'-0" <br />A301 <br />Cross Sections, Bldg BCross Sections, Bldg BGENERAL SECTION NOTES <br />FURNACE SHALL BE LISTED FOR INSTALLATOIN IN FURRED SPACE AND BE LISTED FOR USED ON COMBUSTIBLE FLOORING <br />VERIFY SIZE OF ATTIC OPENING WITH MANUFACTURERS SPEC'S <br />PROVIDE MINIMUM 24" WIDE SOLID CONTINUOUS FLOOR FOR PASSAGEWAY <br />FURNACE SHALL BE NOT MORE THAN 20 FT FROM ATTIC OPENING <br />PROVIDE UNOBSTRUCTED WORK SPACE OF 30" MIN DEPTH IN FRONT OF EQUIPMENT <br />VENT THROUGH ROOF A MIN OF 5 FT. ABOVE THE HIGHEST VENT COLLAR WHICH IT SERVES <br />FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCES RAISE PLATFORM AND PASSAGEWAY FLOOR SUFFICIENTYL SO <br />INSULATION BENEATH WILL NOT BE COMPRESSED <br />F.A.U. IN ATTIC NOTES <br />ALL CEILINGS HEIGHTS PER SECTOIN AND ELEVATION PLT. HTS. U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THE OPERABLE <br />WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRAADE OR SURFACE BELOW , THE LOWEST PART OF THE CLEAR <br />OPENING OF THE WINDOW SHALL BE A MIN. 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT IS LCATED. (C.R.C R612.2) <br />ALL EXTERIOR SWINGING DOORS SHALL BE OF SOLID CORE CONSTRUCTION WITH A MINIMUM THICKNESS OF 1 3/4 INCHES OR WITH <br />PANELS NOT LESS THAN 9/16 INCHES THICK. OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE SOLID WOOD DOORS NOT LESS <br />THAN 1 3/4 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/4 INCHES IN THICK, OR 20 MINUTE FIRE <br />RATED DOORS , DOORS SHALL BE SELF-CLOSING AND SELF LATCHING (C.R.C R 302.5.1) & CITYU OF CAMPBELL SECURITY ORDINANCE 85- <br />17) <br />ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O. (REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD. <br />ALL FLOOR MATERIAL CHANGES TO OCCUR AT CENTER OF DOOR JAMBS. <br />ALL F.A.U EQUIPMENT TO FIT 30" X 30" ATTIC ACCESS <br />CONTRACTOR TO VERIFY ALL DIMENSIONS AND DESIGNS ON SITE. <br />SECTION KEYNOTES <br />STANDING SEAM METAL ROOF <br />FLOOR AND CEILING JOISTS, SEE STRUCTURAL <br />WALL INSULATION PER T-24 <br />CEILING INSULATION PER T-24 <br />SPRAY FOAM INSULATION PER T-24 <br />FOUNDATION, SLAB ON GRADE <br />WALL SCONCE <br />2X FASCIA <br />GUTTER <br />DOWNSPOUT <br />1 <br />2 <br />3 <br />4 <br />0'4'8'16'32' <br />0'4'8'16'32' <br /> 1/4" = 1'-0"1 Longitudinal Section <br /> 1/4" = 1'-0"2 Cross-Section <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />1.CONTRACTOR TO VERIFY ALL DIMENSIONS AND DESIGNS ON SITE. <br />2.SEE CIVIL SHEET C3 FOR GRADE AND FINISH FLOOR ELEVATIONS. <br />NOTES <br />32