by revision date no....designed by: aer drawn by: cm checked by: jfp no. date by sheet no. revision...
TRANSCRIPT
DES
IGN
ED B
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AER
DRA
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BY:
C
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Y:
JF
PN
O.
DA
TEBY
SHEET NO.
REV
ISIO
N
JOB NO.:
DATE:
RENEWAL DATE
NOV. 30, 2017
C-33216
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BID SETAPRIL 04, 2017
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BY ZIEMBA + PRIETO ARCHITECTS ALL COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS RESERVED. THIS DOCUMENT IS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT OF ZIEMBA + PRIETO ARCHITECTS THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED, USED, IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PRODUCT FOR WHICH THEY HAVE BEEN PREPARED OR ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF ZIEMBA + PRIETO ARCHITECTS VISUAL CONTACT WITH THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. UPON DISCOVERY OF ANY VARIATION, DISCREPANCY, OR OMISSION, NOTIFY ZIEMBA + PRIETO ARCHITECTS AND PRIOR TO PROCEEDING WITH RELATED WORK OBTAIN WRITTEN RESOLUTION FROM ZIEMBA + PRIETO ARCHITECTS.
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C
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SHELYN ELEMENTARY SCHOOL
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ROWLAND HEIGHTS, CA 91748
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19500 E. NACORA ST.
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ROWLAND UNIFIED S.D.
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ROWLAND HEIGHTS, CA 91748
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1830 NOGALES STREET
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160509
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04/03/17
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T.1
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DESIGN TEAM, ABBREVIATIONS, SYMBOLS, CODES, VICINITY MAP, NOTES & INDEX
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TOP OF SHEATHING
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WAINSCOT
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WATERPROOF
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WATER CLOSET
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VERTICAL
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UNLESS NOTED OTHERWISE
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TYPICAL
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TOP OF WALL
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TOP OF MASONRY
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TOP OF CONCRETE
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THICK(NESS)
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NOT IN CONTRACT
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MISCELLANEOUS
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TOP OF PARAPET
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EXPANSION JOINT
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EVENLY SPACED EACH WAY
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BOTTOM OF WALL
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DN
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DOWN
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FD
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EXT
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EJ
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E.W.
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E.S.E.W.
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EQ
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ELEV
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ELEC
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EA
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DWG
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(E)
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FLOOR DRAIN
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EXTERIOR
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EACH WAY
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EQUAL
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ELEVATION
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ELECTRICAL
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EXISTING
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DRAWING
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EACH
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DIA.
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DIM
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CJ
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COL
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CI
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CO
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CLR
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CL
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CAB
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BRG
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BOW
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DIAMETER
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DIMENSION
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CONTROL JOINT
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COLUMN
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CASED OPENING
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CLEAR
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CLOSET
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CAST-IRON
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CABINET
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BEARING
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HEADED ANCHOR STUD
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HEADED ANCHOR
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GENERAL CONTRACTOR
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HC
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HB
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FTG
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GV
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HAS
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HA
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GYP
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GL
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GC
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GA
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HOLLOW CORE
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HOSE BIB
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FOOTING
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GYPSUM
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GALVANIZED
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GLASS
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GAUGE
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WC
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WSCT
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WP
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WD
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WOOD
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W/O
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W/
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VERT
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U.N.O.
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TYP
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TOW
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T.O.S./T.S.
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TOM
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T.O.P.
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WITHOUT
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WITH
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TOC
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THK
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ARCHITECT(URAL)
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ABOVE FINISHED FLOOR
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AIR CONDITIONING
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A/C
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AFF
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BOTT
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BLDG
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BM
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BLKG
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BLK
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BD
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ARCH
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B
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@
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AB
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ABV
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BOTTOM
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BEAM
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BLOCKING
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BLOCK
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BUILDING
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BOARD
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BOLT
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ANCHOR BOLT
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ABOVE
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AT
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FT
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FDN
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FEET/FOOT
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FOUNDATION
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(N)
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NEW
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NIC
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MIN
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MISC
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MINIMUM
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DS
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DOWNSPOUT
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FE
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FIRE EXTINGUISHER
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METAL
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MTL
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SHT. NO.
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DETAIL NO.
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FLOOR ELEVATION
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KEYNOTE
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REVISION NO.
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DOOR NO.
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ROOM NAME
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ROOM NUMBER
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WINDOW NO.
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SHT. NO.
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SECTION CUT NUMBER
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MULTI-ELEV. BUBBLE
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SHT. NO.
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DRINKING FOUNTAIN
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CONCRETE BLOCK
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CONC BLK
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CONC
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D.F.
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DBL
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CONT
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d
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CONST
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CONCRETE
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DOUBLE
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PENNY
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CONTINUOUS
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CONSTRUCTION
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FINISHED FLOOR
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FINISHED FLOOR ELEVATION
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FACE OF SHEATHING
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FACE OF MASONRY
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FACE OF FINISH
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FACE OF CONCRETE
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FINISHED FLOOR LINE
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FLUORESCENT
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FRAMING
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FIREPROOF
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FLOOR
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FIXED GLASS
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FLUOR
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FFL
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FOS
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FRMG
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FP
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FOM
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FOF
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FOC
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FLR
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FF
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FFE
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FG
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JT
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LBS
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LBL
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LAM
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KIT
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HORIZ
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JST
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INT
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HT
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HR
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INSUL
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HDR
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HD
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JOINT
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POUNDS
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LABEL
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LAMINATE
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KITCHEN
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JOIST
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INTERIOR
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INSULATION
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HEIGHT
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HOUR
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HORIZONTAL
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HEADER
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HEAD
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PRESSURE TREATED
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SOLID BLOCKING
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ROOF LADDER
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TOP & BOTTOM
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SUSPENDED
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STRUCTURAL
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STIFFENER
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SHEATHING
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SOLID CORE
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REQUIRED
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REINFORCING
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REFERENCE
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PLYWOOD
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OPENING
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ON CENTER
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SQ
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SQUARE
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STIFF
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T&B
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STRUCT
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SUSP
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STL
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STEEL
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S.B.
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R.L.
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REINF
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SIM
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SHTG
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SC
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REQ
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RND
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SIMILAR
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ROUND
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P.T.
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PLWD
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R(AD)
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REF
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PNL
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OPNG
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PL
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OC
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RADIUS
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PANEL
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PLANTER
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TONGUE & GROOVE
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TEMPERED
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TEMP
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T&G
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ROUGH LUMBER CONTINUOUS
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SAND/GRANULAR FILL
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GRAVEL/STONE FILL
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GYP. BOARD
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STONE
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PLASTER
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BATT INSULATION
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STEEL
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12" MASONRY WALL
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RIGID INSULATION
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FINISHED WOOD
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CARPET
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ALUMINUM
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ACOUSTICAL TILE
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PARTICLE BOARD
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PLYWOOD
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CONCRETE
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CERAMIC/ QUARRY TILE
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ROUGH LUMBER/BLOCKING
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MEMBER
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1
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A6.3
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1
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A5.1
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1
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A6.1
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A
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B
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C
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D
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C1
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1
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1
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%%128 0'- 0"
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FIN. FLR.
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CLASSROOM
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G112
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V.I.F.
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VERIFY IN FIELD
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P.D.
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P.H.
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PANIC HARDWARE
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DEMOLITION
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KEYNOTE
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(7 SHEETS TOTAL)
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NOT TO SCALE
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NTS
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TOP OF BEAM
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T.O.B.
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MAX
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MAT
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MAS
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LVR
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MFR
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MANUFACTURER
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MAXIMUM
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MATERIAL
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MASONRY
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LOUVER
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MB
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MACHINE BOLT
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SHEET
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SHT
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OVERFLOW SCUPPER
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O.S.
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PHYSICALLY DISABLED
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TOP OF
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T.O.
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SS
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STAINLESS STEEL
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01
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8" MASONRY WALL
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1
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AT
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SHELYN ELEMENTARY SCHOOL
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ROWLAND UNIFIED SCHOOL DISTRICT
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1830 NOGALES ST., ROWLAND HEIGHTS, CA 91748
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19500 E. NACORA ST., ROWLAND HEIGHTS, CALIFORNIA 91748
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ARCHITECT
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601 S. GLENOAKS BLVD., SUITE 400, BURBANK, CA 91502
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ZIEMBA + PRIETO ARCHITECTS
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(818) 841-2585
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F (818) 841-7782
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SECURITY FENCING & ALTERATIONS TO BUILDINGS 'C'
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%%UTELEPHONE
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%%UADDRESS
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%%UCOMPANY
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%%UFACSMILE
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%%UEMAIL
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DESIGN TEAM
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APPLICABLE CODES
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ABBREVIATIONS
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SYMBOLS
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MATERIALS LEGEND
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VICINITY MAP
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SCOPE OF WORK
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INDEX OF DRAWINGS
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AS1.1
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SITE PLAN, KEYNOTES, EXTERIOR GATE SCHEDULE & DETAILS
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DESIGN TEAM, ABBREVIATIONS, SYMBOLS, CODES, VICINITY MAP, NOTES & INDEX
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TYPICAL DEMOLITION / GENERAL NOTES
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T.2
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T.1
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ARCHITECTURAL
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AS1.2
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ENLARGED PARTIAL SITE PLAN
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AS1.3
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NO.
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SHT. NO.
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SHEET TITLE
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2 SHEETS
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TITLE SHEET / GENERAL NOTES
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2
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1
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5
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4
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4 SHEETS
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PARTIAL FLOOR PLANS - BLDG. 'C' & MISC. DETAILS
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N
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E.-
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I.-
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H.-
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SITE
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BREA CANYON CUT-OUT
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NOGALES
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CREEKSIDE
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SHADOW OAK
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SHIPMAN
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ELLSFORD
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OTTERBEIN
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HOLLINGWORTH
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LA PUENTE
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NOGALES
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JELLICK
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RORIMER
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SENTOUS
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ALDERTON
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GIANO
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LA SEDA
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VIDALIA
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AZUSA
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SALAIS
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VALLEY
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RENAULT
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JEANNIE
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NORTHAM
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VILLACORTA
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GEMINI
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VALLEY VIEW
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WALNUT
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POMONA FWY
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KILLIAN
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COLIMA
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NACORA
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OTTERBEIN
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NAUSIKA
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AGUIRO
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VALLEY
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COLIMA
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ARCDALE
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HAMBLEDON
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RENAULT
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FULLERTON
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ROWLAND
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UNIFIED SCHOOL DISTRICT
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ELEMENTARY
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INTERMEDIATE
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HIGH SCHOOL
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E.
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E.
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I.
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E.
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E.
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E.
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H.
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I.
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E.
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H.
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E.
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I.
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E.
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E.
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E.
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H.
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E.
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E.
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VILLACORTA
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NORTHAM
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YORBITA
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LA SEDA
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RORIMER
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NOGALES
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RINCON
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HOLLINGWORTH
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GALAXY PARK
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Mt. SAN ANTONIO
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COLLEGE
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SANTANA
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EDUCATIONAL MEDIA
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BUILDING SERVICES
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TRANSPORTATION
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YBARRA
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JELLICK
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ROWLAND
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FARJARDO
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ALVARADO
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ROWLAND
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SHELYN
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REPRO.
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WAREHOUSES
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DISTRICT OFFICES
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BRANDFORD
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PUENTE HILLS MALL
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KILLIAN
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E.
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DESIRE
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THE SCOPE OF WORK SHALL CONSIST OF THE FOLLOWING:
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1. PROVIDE / INSTALL ORNAMENTAL STEEL FENCING: 210'-0"%%P LONG x 6'-0" HIGH
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2. PROVIDE / INSTALL TWO (2) 4'-0" WIDE x 6'-0" HIGH ORNAMENTAL GATES
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10. PERFORM UTILITY TRACE, PRIOR TO PROCEEDING w/ CORING CONC. SIDEWALK.
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%%USITE ORNAMENTAL FENCING WORK:
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6. PROVIDE / INSTALL FOUR (4) 10' LONG METAL BENCHES w/ OUT BACKS
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13. FOR COMPLETE BALANCE OF INFO., REFER TO CONTRACT DOCUMENTS.
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GATE HARDWARE SET #01
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PANIC HARDWARE
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QUANTITY
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DESCRIPTION
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CATALOG NUMBERS
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1 EA.
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FINISH
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MANUFACTURER
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CDSI-PA-AX-99-EO
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626
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VON
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RIM CYLINDER
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1 EA.
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20-057-ICX
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626
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SCH
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MORTISE CYLINDER
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1 EA.
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20-061-ICX XQ11-948
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626
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SCH
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CORE
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2 EA.
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23-030 "E" KWY ("0" BITTED)
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626
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SCH
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DOOR PULL
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1 EA.
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VR910 NL
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630
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IVE
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POS FORCE GATE
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1 EA.
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PFGCS
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600
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PFG
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CLSR SYS
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1. GATE ASSEMBLY TO INCLUDE REINFORCEMENT FOR PANIC HARDWARE.
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2. GATE ASSEMBLY TO INCLUDE PANIC PUSH BAR ANGLED SECURITY PLATE.
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3. GATE ASSEMBLY TO INCLUDE GATE STOP (REQUIRED TO PROTECT GATE CLOSER - LIMITED TO 105 DEG. SWING MAX).
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GATE ASSEMBLY REMARKS
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w/ PANIC HARDWARE, CLOSERS & ACCESSORIES COMPLETE.
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12. MATCH (E) FENCING / BENCHES / CONCRETE SIDEWALK SURFACE FINISHES,
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UNLESS DIRECTED OTHERWISE BY DISTRICT.
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DISTRICT CONTACT
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(NOTE SEE UL STANDARD 1971 FOR "VISUAL DEVICES")
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CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS
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NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED)
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INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION
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WET CHEMICAL EXTINGUISHING SYSTEMS
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INSTALLATION OF STANDPIPE AND HOSE SYSTEMS
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INSTALLATION OF SPRINKLER SYSTEMS ( CALIFORNIA AMENDMENTS )
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2006 EDITION NFPA 253
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2013 EDITION NFPA 72
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2013 EDITION NFPA 20
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2013 EDITION NFPA 17A
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2013 EDITION NFPA 14
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2013 EDITION NFPA 13
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%%UAPPLICABLE STANDARDS AND GUIDES:
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DRY CHEMICAL EXTINGUISHING SYSTEMS
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2002 EDITION NFPA 17
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INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES
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2013 EDITION NFPA 24
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WATER TANKS FOR PRIVATE FIRE PROTECTION
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2013 EDITION NFPA 22
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INSPECTION, TESTING, MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS
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2013 EDITION NFPA 25
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FEDERAL CODES AND STANDARDS:
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AMERICANS WITH DISABILITIES ACT (ADA), TITLE II OR TITLE III, Sept. 15, 2010.
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TITLE II: 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR, PART 35.151).
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TITLE III: 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR, PART 36)
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REFERENCE CODE SECTION FOR NFPA STANDARDS - 2013 CBC (SFM), CHAPTER 35.
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CLEAN AGENT FIRE EXTINGUISHING SYSTEMS
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2008 EDITION NFPA 2001
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( CALIFORNIA AMENDMENTS )
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2016 CALIFORNIA REFERENCE STANDARDS, PART 12, TITLE 24 C.C.R.
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(BASED ON 2012 IAPMO UNIFORM PLUMBING CODE WITH 2013 CALIFORNIA AMENDMENTS)
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2016 CALIFORNIA PLUMBING CODE, (CPC), PART 5, TITLE 24 C.C.R.
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(BASED ON 2012 IAPMO UNIFORM MECHANICAL CODE WITH 2013 CALIFORNIA AMENDMENTS)
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2016 CALIFORNIA MECHANICAL CODE, (CMC), PART 4, TITLE 24 C.C.R.
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2016 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, (CAC), PART 1, TITLE 24 C.C.R.
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(BASED ON 2012 EDITION INTERNATIONAL BUILDING CODE WITH 2013 CALIFORNIA AMENDMENTS)
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2016 CALIFORNIA BUILDING CODE, (CBC), PART 2, TITLE 24 C.C.R. VOLUMES 1 & 2,
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(BASED ON 2011 NATIONAL ELECTRICAL CODE WITH 2013 CALIFORNIA AMENDMENTS)
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2016 CALIFORNIA ELECTRICAL CODE, (CEC), PART 3, TITLE 24 C.C.R.
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2016 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R.
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%%ULIST OF 2016 CALIFORNIA CODE OF REGULATIONS (C.C.R.)
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(BASED ON 2012 INTERNATIONAL FIRE CODE WITH 2013 CALIFORNIA AMENDMENTS)
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2016 CALIFORNIA FIRE CODE, (CFC), PART 9, TITLE 24 C.C.R.
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(BASED ON 2012 INTERNATIONAL EXISTING BUILDING CODE WITH 2013 CALIFORNIA AMENDMENTS)
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2016 CALIFORNIA EXISTING BUILDING CODE, (CFC), PART 10, TITLE 24 C.C.R.
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2016 CALIFORNIA GREEN BUILDING STANDARDS CODE, (CFC), PART 11, TITLE 24 C.C.R.
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(BASED ON 2013 EDITION CALIFORNIA ENERGY COMMISSION BUILDING ENERGY EFFICIENCY STANDARDS)
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w/ FOOTINGS & ACCESSORIES AS NOTED / DETAILED.
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& DIAMOND MESH SEATS. PAINTED TO MATCH (E) BENCHES.
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11. CORE EXISTING CONCRETE SIDEWALK FOR POSTS / FOOTINGS.
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4. ADJUST GATE CLOSERS TO 5 LBS. MAX. OPERABLE FORCE.
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5. DRILL WEEP HOLES AT BOTTOM OF PANIC HARDWARE FOR DRAINAGE.
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3. RELOCATE (1) PAIR OF 4'-0" x 6'-0" HIGH GATES & ACCESSORIES AS DETAILED.
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4. REMOVE / REPLACE PORTION OF (E) SLOPED CONCRETE SIDEWALK AT PAIR OF
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7. RELOCATE ONE (1) EXISTING METAL BENCH AS DETAILED / NOTED.
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ROWLAND UNIFIED SCHOOL DISTRICT - FACILITIES
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1018 Otterbein Street
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Roland Heights, CA 91748-1408
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T: (626) 912-0665, Email: [email protected]
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Mr. Marcos Rodriguez
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Construction Coordinator
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AS1.4
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6
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WROUGHT IRON FENCE DETAILS
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DOOR HARDWARE SET #02
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CONT. HINGE
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QUANTITY
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DESCRIPTION
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CATALOG NUMBERS
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1 EA.
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FINISH
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MANUFACTURER
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700
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630
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VON
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PANIC HARDWARE
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1 EA.
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626
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SCH
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1 EA.
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20-061-ICX XQ11-948
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626
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SCH
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2 EA.
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626
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SCH
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429A HEAD AND JAMBS
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630
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IVE
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1 EA.
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111A
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689
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LCN
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DOOR ASSEMBLY REMARKS
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1. REMOVE (E) ALUMINUM WINDOWS, DOOR / FRAME IN THEIR ENTIRETY
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%%USINGLE POINT OF ENTRY WORK - BUILDING 'C':
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& ACCESSORIES AS NOTED / DETAILED.
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3. PROVIDE / INSTALL METAL WINDOW / DOOR FRAMES w/ TWO (2) 3'-0" x 7'-0"
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4. PROVIDE / INSTALL ADA SIGNAGE AS NOTED / DETAILED.
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DOORS w/ PANIC HARDWARE & ACCESSORIES AS NOTED / DETAILED.
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8. RELOCATE ONE (1) EXISTING PLANTER AS NOTED. RE-PAINT EDGE STRIPING.
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9. REMOVE ONE (1) (E) GATE / PORTION OF (E) FENCING / POSTS, 13'-0"%%P.
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CIVIL ENGINEER
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2605 TEMPLE HEIGHTS DRIVE, SUITE A, OCEANSIDE, CA 92056
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SAXON ENGINEERING SERVICES, INC.
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(949) 366-2180
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F (800) 653-4193
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UNDERGROUND
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UG
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1 EA.
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1 EA.
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1 EA.
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1 EA.
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1 EA.
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1 EA.
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1 EA.
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RIM CYLINDER
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MORTISE CYLINDER
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PRIMUS CORE
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DOOR PULL
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SURFACE CLOSER
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KICK PLATE
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FLOOR STOP
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GASKETING
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DOOR SWEEP
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THRESHOLD
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20-057-ICX
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VR910 NL
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4040XP EDA
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8400 10"X2" LDW B-CS
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544A-MSLA-10 (OR AS REQ'D PER DETAIL)
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626
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630
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BLK
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A
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A
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A
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IVE
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IVE
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ZER
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ZER
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ZER
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6. HARDWARE FINISH TO MATCH (E) HARDWARE.
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7. GATES TO HAVE STOPS WELDED TO POSTS.
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GATE HARDWARE SET #01A
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CANE BOLT
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QUANTITY
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DESCRIPTION
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CATALOG NUMBERS
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1 EA.
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FINISH
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MANUFACTURER
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0524.00023 PADLOCKABLE OR EQ.
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603
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VON
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1. GATE AND HARDWARE FOR THIS GATE IS (E) EXISTING AND RELOCATED TO (N) LOCATION AS NOTED, CONTRACTOR TO VERIFY AND MATCH..
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GATE ASSEMBLY REMARKS
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CLASSROOM LOCK
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1 EA.
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L9070T 06A
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630
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SCH
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PADLOCK
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1 EA.
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606
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PRIMUS CORE ONLY
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2 EA.
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603
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SCH
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VERIFY WITH DISTRICT, PRIOR TO PROCEEDING
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2. PROVIDE PULLS AT STREET SIDE, VERIFY WITH DISTRICT, PRIOR TO PROCEEDING.
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2. PROVIDE ALL NECESSARY SHORING / SUPPORTS AS REQUIRED TO MAINTAIN
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PROTECTION OF EXISTING OPENING.
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5. PROVIDE / INSTALL DIRECTIONAL ADA SIGNAGE AS NOTED / DETAILED.
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GATES TO EXIT ENTER CAMPUS & ACCESSORIES COMPLETE.
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5. PROVIDE RAILING TO MATCH EXISTING COMPLETE.
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414-020
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NEW STANDARD MFG
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23-030 "E" KWY ("0" BITTED)
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CDSI-PA-AX-99-EO
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23-030 "E" KWY ("0" BITTED)
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120-9
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TRIMCO
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LCN 4030-30
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1 EA.
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CUSH SHOE SUPPORT
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689
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LCN
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1. COORDINATE HARDWARE FOR THESE DOORS AND MATCH (E) DOOR FINISHES.
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2. WELDED TOP PINS / NO SELF TAPPING SCREWS.
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*
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* SEE NOTE 2
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C1.0
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TOPOGRAPHIC SURVEY
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CIVIL
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1 SHEET
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3
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7