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AGENDA FULL PACKET
City of Pleasanton
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12/13/2024 2:10:56 PM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
12/11/2024
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(N) DAYCARE 5 <br />(E) BREAK RM <br />(E) MEN'S <br />RESTROOM <br />(E) WOMEN'S <br />RESTROOM <br />(E) OFFICE 1 <br />(E) LOBBY/ <br />RECEPTION (N) DAYCARE 1 <br />(E) HALLWAY D <br />(E) OFFICE 2(N) DAYCARE 4(E) OFFICE 3 <br />FIRE SPRINKLER <br />RM <br />ELECTRICAL RM <br />(E) RESTROOM LOBBY <br />(E) STORAGE <br />(N) DAYCARE 6 <br />(E) STAFF <br />HALLWAY E <br />(E) JANITORIAL <br />101101 <br />120120 <br />118118117117 <br />116116 <br />110110 <br />109109 <br />125125 <br />112112 <br />107107 106106 105105 <br />124124 <br />(N) DAYCARE 2 <br />(N) DAYCARE 3 <br />104104 <br />103103 <br />102102 <br />(N) LIBRARY <br />STACK AREA <br />108108 <br />119119 <br />(E) HALLWAY B <br />122122 <br />121121 <br />123123 <br />(E) STAFF <br />ALLEY <br />126126 <br />AA BB CC DD D.5D.5 EE E.5E.5 FF GG <br />11 <br />22 <br />33 <br />3.33.3 <br />44 <br />55 <br />5.55.5 <br />66 <br />77 <br />A1A1 <br />B2B2 <br />C3C3 <br />D4D4 <br />E5E5 <br />F6F6 <br />G7G7 <br />CH: 9'-0" <br />CH: 9'-0" <br />CH: 9'-0" <br />CH: 8'-0" <br />CH: 8'-0"CH: 8'-0" <br />CH: 9'-0" <br />CH: 9'-0"CH: 9'-0"CH: 9'-0" <br />CH: 9'-0" <br />CH: 9'-0" <br />CH: 9'-0" <br />CH: 9'-0"CH: 9'-0"CH: 9'-0" <br />CH: 9'-0" <br />CH: 9'-0"CH: 9'-0" <br />CH: 9'-0" <br />CH: 9'-0" <br />CH: 9'-0" <br />CH: 9'-0" <br />CH: 9'-0" <br />22 <br />11 <br />C-1C-1 <br />C-1C-1 <br />C-1C-1 <br />C-1C-1 <br />C-1C-1 <br />C-1C-1 <br />C-2C-2 C-2C-2 <br />C-1C-1 <br />C-1C-1 <br />C-1C-1 <br />C-1C-1 <br />C-1C-1 <br />C-1C-1 <br />C-1C-1 <br />C-1C-1 <br />C-1C-1 <br />(E) STUDENT <br />HANDWASH AREA <br />113113 <br />(E) BOY'S <br />RESTROOM <br />(E) GIRL'S <br />RESTROOM <br />114114 <br />(N) PLAY AREA <br />(N) LIBRARY <br />READING AREA <br />129129 <br />92 SF <br />85 SF <br />314 SF <br />269 SF 666 SF 444 SF <br />766 SF507 SF 456 SF <br />(E) HALLWAY A <br />(E) HALLWAY C <br />548 SF <br />703 SF <br />693 SF <br />606 SF <br />551 SF <br />412 SF <br />476 SF <br />250 SF <br />74 SF <br />69 SF <br />146 SF <br />132 SF <br />21 SF <br />168 SF <br />169 SF <br />185 SF <br />326 SF 403 SF 603 SF <br />499 SF <br />61 SF <br />R <br />R <br />R <br />R <br />R <br />R <br />R <br />100100 <br />127127 <br />128128 <br />115115 <br />111111 <br />N <br />NOTES: <br /> (E) AIR SUPPLY VENT, CEILING-MOUNTED, <br />LOCATION AND SIZE V.I.F., TYP. <br /> (E) AIR RETURN VENT, CEILING MOUNTED, <br />LOCATION AND SIZE V.I.F., TYP. <br />11 <br />22 <br />11 <br />22 <br />CEILING FINISH KEY & LEGEND: <br />ACOUSTIC CEILING TILEC-1C-1 <br />GYPSUM BOARDC-2C-2 <br />CEILING LEGEND <br />2X4 LIGHT FIXTURE <br />(E) AIR SUPPLY VENT <br />(N) AIR RETURN VENT <br />(E) 2X2 ACOUSTICAL <br />CEILING TILE <br />(E) GYPSUM BOARD CEILING <br />(N) AIR SUPPLY VENT <br />(E) AIR RETURN VENT <br />(E) EXHAUST FAN <br />(N) EXHAUST FAN <br />(E) RECESSED LIGHTR <br />2" <br />OVERALL MIN. COMPRESSION POST LENGTH <br />PROVIDE APPROVED COMPRESSION POST. 'DONN' OR APPRVD. EQ. IN ACCORDANCE WITH <br />ICC-ES EVALUATION REPORT ESR-1222 <br />CONNECTIONS TO OVERHEAD STRUCTURE <br />ALL HANGER AND SPLAYED BRACING WIRES <br />SHALL BE FIRMLY ANCHORED TO <br />OVERHEAD SUPPORT WITH A MIN. OF (3) <br />TURNS. CONNECTION DEVICES SHALL HAVE <br />NO. 12GA. 1" DIA COMPRESSION POST AT <br />12' O.C. MAX. AND 4' MIN. FROM THE <br />PERIMETER MAXIMUM LENGTH 84" 'DONN' <br />VSA 48/84 COMPRESSION POST PER <br />ESR-1222 <br />NO. 12 GA. SPLAY WIRE (4) <br />IN PLANE OF EACH RUNNER <br />- VERTICAL ANGLE APPROX. <br />45° ALL WIRES SECURED TO <br />RUNNERS APPROX. 2" FROM <br />INTERSECTION <br />45° <br />SLOT END OF TUBE TO FIT <br />OVER CEILING RUNNER <br />3/4" <br />DIA. <br />SIZ <br />E <br />1" <br />DIA <br />48 <br />" <br />45° <br />NOTE: BRACING 12' O.C. MAX. AND 4' MIN. <br />FROM PERIMETER <br />45° <br />MAIN <br />RUNNER <br />CROSS <br />RUNNER <br />45° <br />3/4" ELECTRIC <br />CONDUIT, <br />OR LARGER. SEE <br />TABLE BELOW FOR <br />ALLOWABLE <br />LENGHTS. <br />UNDERSIDE OF <br />FLOOR OR ROOF <br />STRUCTURE ABOVE <br />NO. 12 GA. VERTICAL <br />WIRE HANGER IN <br />TURNING LEVEL <br />CEILING GRID PRIOR <br />TO SETTING TUBE <br />MAXIMU <br />M <br />84 <br />" <br />TUBE <br />LENGTH <br />TYP <br />E <br />40 <br />"48 <br />" <br />'DONN' <br />VSA 4884 <br />SEE <br />5 <br />- <br />6 <br />- <br />7 <br />- <br />FOR TYPICAL DETAILS <br />MAX 60° <br />45° <br />4 <br />5 <br />° <br />NO. 12 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EA. CORNER OF LIGHT <br />FIXTURE. SPLAY WIRE AS SHOWN AND FASTEN TO FACE OF GLU-LAM ROOF <br />PURLIN OR BEAM WITH 16D RING SHANK NAIL. MIN. OF 3 WIRE TURNS EACH <br />CONNECTION POINT. WIRE SUPPORT BY ACCOUSTICAL CLG. CONTRACTOR. SEE <br />CURRENT UBC STANDARD. <br />CROSS TEES <br />RECESSED <br />FLUORESCENT <br />FIXTURE <br />MAIN RUNNERS <br />FIXTURES WEIGHT 20# OR MORE: CONNECT 2-12 GA. FIXTURE SUPPORT WIRES <br />AT DIAGONAL CORNERS OF EACH FIXTURE THREE FULL WRAPS MINIMUM. <br />FIXTURE SUPPORT WIRES SUPPLIED AND HUNG BY T-BAR CONTRACTOR. <br />MAXIMUM FIXTURE WEIGHT 55#. <br />SEE FOR TYPICAL DETAILS <br />- <br />7 <br />- <br />6 <br />- <br />5 <br />45° <br />4 5 <br />° <br />4 <br />5 <br />° <br />45 ° <br />1'-10 3/4"1'-10 3/4" <br />E <br />W <br />S <br />N <br />2" <br />M <br />A <br />X <br />. <br />CROSS RUNNER <br />#12 GA. SPLAY WIRE <br />BRACING IN PLANE OF <br />EACH RUNNER. VERTICAL <br />ANGLE = 45 DEG <br />HANGER <br />WIRE <br />PERIMETER <br />MEMBERAT OPPOSITE <br />WALLS <br />TYPICAL CEILING SEISMIC BRACING <br />2" <br />M <br />A <br />X <br />. <br />PERIMETER <br />MEMBERAT STARTER <br />WALLS <br />MAIN RUNNER <br />BRACE AT 144 S.F. INTERVALS <br />FLOATING END - 2" MIN. <br />EDGE MOLDING (ANGLE) <br />WITH 3/4 MIN. CLEARANCE <br />3/4" MIN. <br />CLR <br />2" MIN. <br />ANGLE <br />POP RIVETS, <br />TYP. <br />THE GRID SHALL BE <br />ATTACHED AT TWO <br />ADJACENT WALLS <br />SEE <br />FOR TYPICAL DETAILS <br />- <br />7 <br />- <br />6 <br />- <br />5 <br />4'-0" <br />4'-0" <br />8" <br />6'-0" <br />6'-0" <br />12'-0" <br />12'-0" <br />8" <br />LEGEND: <br />12 GAUGE VERTICAL HANGER WIRE <br />LATERAL BRACING (COMPRESSION STRUT AND BRACING WIRES) <br />ATTACHMENT OF RUNNERS TO CLOSURE ANGLE <br />NOTES: <br />1. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTION, SPRINKLER HEADS AND <br />OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING <br />TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. <br />ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT IN ALL <br />HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD <br />EXTENSION. <br />2. SEE DET. C-6/- FOR DETAILS AT CEILING PERIMETER. <br />3. CEILING WITH AN AREA GREATER THAN 2500 SQ. FT. SHALL BE PROVIDED WITH SEISMIC SEPARATION <br />JOINTS. <br />4. SEE DET. D-6/- FOR ATTACHMENT DETAIL OF LIGHT FIXTURE 20 LBS OR LESS. <br />5. THE INFORMATION PROVIDED IN THIS DESIGN GUIDE CARRIES NO IMPLIED OR INFERRED GUARANTEE <br />AGAINST FAILURE OR DEFECTS. BY USING THIS DESIGN GUIDE, THE CONTRACTOR/OWNER ACCEPTS THE <br />FULL RESPONSIBILITY OF RISK. ALTERNATE DESIGN MAY BE USED WHEN PROVIDED WITH WET STAMPED <br />AND SIGNED STRUCTURAL CALCULATIONS & DETAILS BY A CALIFORNIA LICENSED ENGINEER OR <br />ARCHITECT. <br />PERIMETER <br />CLOSURE ANGLE <br />MAX <br />. <br />TYP. <br />MAX. <br />HEAVY DUTY <br />MAIN RUNNER <br />CROSS RUNNER <br />MAX <br />. <br />TYP. <br />4 <br />5 <br />°45°MAX. <br />TYP.MAX. <br />TYP. <br />COMPRESSION STRUT @ 12'-0" O.C. <br />MAX. EA. WAY. SEE COMPRESSION <br />STRUT SCHEDULE. <br />12 GA VERTICAL HANGER <br />WIRES @ 4'-0" O.C. MAX. <br />EA. WAY WITH MIN. 3 TIGHT <br />FULL TURNS IN 3" AT BOTH <br />ENDS OF WIRE (MAX. 1:6 <br />PLUMB). SEE DET. A/ <br />VERTICAL AND <br />BRACING <br />WIRES ATTACHED TO <br />STRUCTURE ABOVE. <br />SEE <br />DET. A/ & B/ <br />12 GA BRACING WIRES <br />SPLAYED 90° APART AT 45° <br />ANGLES @ EA. COMPRESSION <br />STRUT WITH 4 TIGHT FULL <br />TURNS IN 3" AT BOTH ENDS <br />OF WIRE. SEE DET. B/ <br />COMPRESSION STRUT SCHEDULE <br />ALLOWABLE MAX. <br />STRUT LENGTH <br />USG DONN <br />COMPRESSION STRUT <br />EMT <br />COMPRESSION STRUT <br />2'-6"VSA 18/30 12"⌀ <br />4'-0"VSA 30/48 12"⌀ <br />7'-0"VSA 48/84 34"⌀ <br />8'-6"VSA 84/102 1"⌀ <br />HEAVY DUTY <br />MAIN RUNNER <br />CROSS RUNNER <br />SPLAY WIRES AND <br />COMPRESSION STRUT <br />SHALL BE WITHIN 2" <br />FROM INTERSECTION <br />OF RUNNERS <br />2" <br />3/4" <br />2" <br />8"8" <br />WOOD OR METAL STUD WALL <br />#12 SCREWS @ EA. STUD <br />2" MIN. PERIMETER CLOSURE <br />ANGLE <br />ATTACH RUNNER TO <br />CLOSURE ANGLE AT <br />ONE END <br />RUNNER FREE TO MOVE <br />NOTE: ROOF MEMBERS SHALL BE MIN. 2X6 FOR <br />ATTACHMENT OF ANY WIRE OR COMPRESSION STRUT <br />CEILING PERIMETER DETAIL <br />6" <br />ACOUSTICAL <br />CEILING PANEL <br />ATTACH LIGHT FIXTURE <br />TO CEILING GRID <br />LIGHT FIXTURE <br />20 LBS OR <br />LESS THAN <br />SUPPLEMENTAL 12 GA <br />HANGER WIRE AT EA. <br />CORNER OF FIXTURE <br />NOTE: ROOF MEMBERS SHALL BE MIN. 2X6 FOR <br />ATTACHMENT OF ANY WIRE OR COMPRESSION STRUT <br />LIGHT FIXT. ATTACHMENT DETAIL <br />3/4" <br />2 3/4" <br />2 3/4" <br />RUNNER <br />MIN. 3 TIGHT FULL <br />TURNS IN 3" AT <br />EA. WIRE END <br />12 GA. <br />HANGER WIRE <br />1/4"⌀ EYE SCREW <br />NOTE: ROOF MEMBERS SHALL BE MIN. 2X6 FOR <br />ATTACHMENT OF ANY WIRE OR COMPRESSION STRUT <br />HANGING WIRE TIE DETAIL <br />4 <br />5° <br />3 1/4 <br />" <br />1 <br />" <br />2 1/2" <br />ACOUSTICAL <br />CEILING PANEL <br />MIN. 4 TIGHT FULL <br />TURNS IN 3" AT <br />EA. WIRE END <br />BRACING WIRE <br />1/4"⌀ EYE SCREW <br />NOTE: ROOF MEMBERS SHALL BE MIN. 2X6 FOR <br />ATTACHMENT OF ANY WIRE OR COMPRESSION STRUT <br />BRACING WIRE TIE DETAIL <br />PROPOSED CEILING PLAN <br />SCALE: 1/8"-1'-0" <br />COMPRESSION STRUT <br />NTS <br />LIGHT FIXTURE BRACING <br />NTS <br />T-BAR CEILING INSTALLATION <br />RUNNERS AT WALLS <br />NTS <br />T-BAR CEILING DETAIL <br />NTS <br />T-BAR CEILING DETAIL <br />NTS <br />T-BAR CEILING DETAIL <br />NTS <br />A 4.1 <br />ORANGE <br />ENGINEERING <br />4005 CLIPPER CT <br />FREMONT, CA 94538 <br />TEL (408) 888-7836 <br />OE2303 <br />11/22/23 <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />DATE: <br />JOB NO. <br />ISSUE & REVISION <br />SHEET NO. <br />DRAWN BY: <br />1 <br />CITY SUBMITTALMM/DD/YY <br />6663 OWENS DR, <br />PLEASANTON, CA 94588 <br />ACADEMIC CENTER OF VOLITATION, <br />CORP. - PRESCHOOL <br />SHEET NAME. <br />SY-CHENG TSAI C-24234 <br />1/31/25 <br />DATE <br />RENEWAL <br />SY-CHENG TSAI <br />T <br />AR <br />C <br />H <br />E <br />I <br />T <br />C <br />LI <br />DESECN <br />N IA <br />AC FIL O R <br />S <br />OF <br />T <br />T <br />A <br />E <br />C-24234 <br />PROPOSED <br />CEILING PLAN <br />NOTES: <br />1. REFER TO MEP DRAWINGS FOR CEILING MOUNTED <br />EQUIPMENT AND LIGHT FIXTURE INFORMATION. <br />2. PLACE ALL CEILING MOUNTED EQUIPMENT IN THE <br />CENTER OF THE CEILING TILE, U.O.N. <br />11 <br />22 <br />33 <br />44 <br />55 <br />66 <br />77 <br />09/03/2024 PLANNING REV1
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