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5A Public Hearing 2018 1015
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5A Public Hearing 2018 1015
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10/9/2018 4:45:44 PM
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10/9/2018 4:45:40 PM
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CM City Clerk-City Council
CM City Clerk-City Council - Document Type
Agenda
Document Date (6)
10/15/2018
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PERM
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Ord 2018-019
(Message)
Path:
\City Clerk\City Council\Ordinances\2018
Ord 2018-019 PAD
(Approved by)
Path:
\City Clerk\City Council\Ordinances\2018
Reso 2018-127
(Message)
Path:
\City Clerk\City Council\Resolutions\2018
Reso 2018-128
(Message)
Path:
\City Clerk\City Council\Resolutions\2018
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A <br />R <br />D <br />C <br />E <br />H <br />S <br />I <br />T <br />N <br />K <br />E <br />N <br />W <br />E <br />O <br />C <br />O <br />D <br />C <br />I <br />N <br />R <br />T <br />KEYNOTES <br />G <br />GENERAL SECTION NOTESF.A.U. IN ATTIC NOTES <br />L <br />O <br />G <br />S <br />A <br />T <br />RENEWAL 08/17/2015 <br />RENEWAL 08/17/2019 <br />I <br />A <br />ALL CEILINGS HTS. PER SECTOIN AND ELEVATION PLT. HTS. U.N.O. WINDOW <br />- <br />C <br />FURNACE SHALL BE LISTED FOR INSTALLATOIN IN FURRED SPACE AND BE LISTED1METAL STANDING SEAM ROOF <br />N <br />5 <br />T <br />34 <br />4 <br />0 <br />R <br />E <br />SILL HEIGHTS WHERE OPENING OF THE OPERABLE WINDOW IS LOCATED <br />FOR USED ON COMBUSTIBLE FLOORING <br />O <br />O <br />F <br />I <br />F <br />L <br />MORE THAN 72 INCHES ABOVE THE FINISHED GRAADE OR SURFACE BELOW , <br />CA <br />2FLOOR SYSTEM - REFER TO STRUCTURAL <br />THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A <br />VERIFY SIZE OF ATTIC OPENING WITH MANUFACTURERS SPEC'S <br />MIN. 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT IS LCATED. <br />3 <br />1X OVER 2X TOP PLATE AT INTERIOR NON-BEARING WALLS <br />(C.R.C R612.2) <br />PROVIDE MINIMUM 24" WIDE SOLID CONTINUOUS FLOOR FOR PASSAGEWAY <br />4 <br />DOUBLE 2X TOP PLATE AT EXTERIOR AND BEARING WALLS <br />ALL EXTERIOR SWINGING DOORS SHALL BE OF SOLID CORE CONSTRUCTION <br />FURNACE SHALL BE NOT MORE THAN 20 FT FROM ATTIC OPENING <br />WITH A MINIMUM THICKNESS OF 1 3/4 INCHES OR WITH PANELS NOT LESS <br />5 <br />2X4 FRAMING MEMBERS <br />THAN 9/16 INCHES THICK. OPENINGS BETWEEN GARAGE AND RESIDENCE <br />PROVIDE UNOBSTRUCTED WORK SPACE OF 30" MIN DEPTH IN FRONT OF EQUIPMENT <br />SHALL BE SOLID WOOD DOORS NOT LESS THAN 1 3/4 INCHES IN THICKNESS, <br />6 <br />2X SOLE PLATE TYP. <br />SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/4 INCHES IN <br />VENT THROUGH ROOF A MIN OF 5 FT. ABOVE THE HIGHEST VENT COLLAR WHICH IT <br />THICK, OR 20 MINUTE FIRE RATED DOORS , DOORS SHALL BE SELF-CLOSING <br />7 <br />SERVESINSULATION <br />AND SELF LATCHING (C.R.C R 302.5.1) & CITYU OF CAMPBELL SECURITY <br />ORDINANCE 85-17) <br />8 <br />FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCES RAISE PLATFORMROOF STRUCTURE, REFER TO STRUCTURAL <br />AND PASSAGEWAY FLOOR SUFFICIENTYL SO INSULATION BENEATH WILL NOT BE <br />C# 34045, <br />ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O. (REFER TO <br />COMPRESSED(SPECIFY 3/8" VARIANCE FROM THE LEAST TO THE <br />9 <br />PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD. <br />GREATEST) <br />ALL FLOOR MATERIAL CHANGES TO OCCUR AT CENTER OF DOOR JAMBS. <br />10 <br />EXTERIOR FINISH -REFER TO ELEVATIONS <br />ALL F.A.U EQUIPMENT TO FIT 30" X 30" ATTIC ACCESS <br />ROOF PITCH - REFER TO ROOF PLAN NOTES <br />11 <br />GORDON K WONG AIA, LEED GAHERMAN FERNANDEZ, PROJECT REP710E MCGLINCY LANE SUITE 109CAMPBELL CA 95008(408)315-2125 LIGKWARCHITECTS.COM <br />122x CEILING JOIST <br />13 <br />FOUNDATION <br />14 <br />FIRE BLOCKING <br />T.O.R <br />R E S I D E N T I A L / C O M M E R C I A L <br />39' - 6" <br />Cross Section <br />1211 <br />111 <br />ATTICATTIC <br />12 <br />Level 3, Eave <br />29' - 0" <br />S <br />4 <br />5 <br />77 <br />M <br />U <br />I <br />14 <br />M.BDRMM.BATH <br />N <br />I <br />W.C.M.BATHW.I.C.9M.BDRM <br />10 <br />M <br />d <br />r <br />O <br />a <br />77 <br />v <br />Level 3 <br />14 <br />D <br />e <br />l <br />8 <br />20' - 0" <br />u <br />N <br />A 945 <br />o <br />2 <br />2 <br />O <br />B <br />a <br />C <br />Level 2 T.O.P. <br />dro, C <br />n <br />6 <br />.i <br />19' - 0" <br />r <br />a <br />D <br />n Lean <br />M <br />V <br />2 <br />Sa <br />L <br />4 <br />3 <br />DINING RM.BDRM # 1 <br />BDRM # 1DINING RM. <br />B <br />A <br />N <br />Level 2 <br />I <br />10' - 0" <br />R <br />2 A <br />2 TYP. <br />M <br />Level 1 T.O.P. <br />9' - 0" <br />Project Schedule <br />Revision <br />GARAGE <br />GARAGE <br />RevisionRevisionRevision <br />NumberDateDescription <br />Planning <br />12017.10.26 <br />Comments <br />9 <br />Planning <br />22017.5.5 <br />Comments <br />6 <br />Level 1, Floor Plan <br />0' - 0" <br />2 <br />13TYP. <br />Cross Section <br />Cross Section <br />1 <br /> 1/4" = 1'-0" <br />A300 <br />0'10'20'40'80' <br />SCALE 1/4" = 1'-0" <br />8/8/2018 5:09:06 PM <br /> <br />
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