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B
<br /> C/) Stud o
<br /> O ALIGN F.O. GWB WHEN COLUMNS ARE IN A ROW, SEE FLOOR PLAN
<br /> 10 1/4" CORNER BEAD, TYP.
<br /> 1'-2 1/4" 1'-2 1/4" 1'-2 1/4" E)n c0 v
<br /> 1/2 2-1/2" MTL STUD W/ CORNER BEAD, TYP. CORNER BEADIII , TYP. CORNER BEADIII 111 , TYP.
<br /> U) 1-1/4" FLANGES, TYP _ _ _ o
<br /> w \Q 2-1/2" MTL STUD W/ \Q 2-1/2" MTL STUD W/ \Q 2-1/2" MTL STUD W/ A
<br /> ��h
<br /> ���������' 1-1/4" FLANGES, cD 1-1/4" FLANGES, C' 1-1/4" FLANGES,
<br /> w NESTED IN 2-1/2" NESTED IN 2-1/2" NESTED IN 2-1/2"
<br /> 5/8" TYPE 'X' GWB MTL TRACK, TYP MTL TRACK, TYP MTL TRACK, TYP
<br /> ui
<br /> m
<br /> (E) W-SHAPE COLUMN 5/8" TYPE 'X' GWB 5/8" TYPE 'X' GWB 5/8" TYPE 'X' GWB 110 LINDEN STREET OAKLAND,CAI 94607
<br /> 510.836.6594 studiobondy.com
<br /> PARTITION AS SCHEDULED (E) W-SHAPE COLUMN
<br /> (E) W-SHAPE COLUMN (E) W-SHAPE COLUMN
<br /> LINE OF TRACK BELOW LINE OF TRACK BELOW
<br /> o PARTITION AS SCHEDULED PARTITION AS SCHEDULED 00
<br /> Q LINE OF TRACK BELOW LINE OF TRACK BELOW
<br /> o FILL GAPS WITH
<br /> COMPRESSES MINERAL ASPIRE
<br /> a WOOL FIBER
<br /> z
<br /> STOCKTON
<br /> 741U
<br /> LLJ a-
<br /> ELEMENTARY
<br /> O
<br /> SCHOOL
<br /> FILL GAPS WITH - FILL GAPS WITH -
<br /> w N o - N o - N o - PROJECT NO:: 2013.00
<br /> _ a- z COMPRESSED MINERAL O z COMPRESSES MINERAL © z PARTITION AS SCHEDULED O
<br /> a o WOOL FIBER a o WOOL FIBER a o
<br /> CD U CD U CD U 1605 EAST MARCH LANE I STOCKTON,CAI 95210
<br /> O P:000.000.0000 I F:000.000.0000
<br /> H
<br /> W—SHAPE COLUMN CLADDING — CLASSROOM 210 20 W—SHAPE COLUMN CLADDING — CIRCULATION
<br /> w
<br /> w 3" = 1'-0" 3" = 1'-0"
<br /> w J1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IL
<br /> z = STRUCTURAL ENGINEER
<br /> 0 = PEOPLES ASSOCIATE
<br /> U, PARTITION AS SCHEDULED WALL TILE, SEE FINISH SCHEDULE = STRUCTURAL ENGINEERS
<br /> COORDINATE LAYOUT TO MINIMIZE = 1150 CAMPBELL AVE, SAN JOSE, CA 95126
<br /> O LINE OF BEAM ABOVE LINE OF BEAM ABOVE CUT TILES; SEE INTERIOR ELEVATIONS FOR _ CONTACT: MICHAEL DEIGERT
<br /> oe COLOR PATTERN AND STARTING POINT = 408.957.9220 x 108 P
<br /> 0 1'-0" 1'-0" 1'-0" _ E-MAIL: mdeigert@pase.com
<br /> 2" CORNER BEAD, TYP. CORNER BEAD, TYP. CORNER BEAD, TYP. CORNER BEAD, TYP.01
<br /> _
<br /> Q 2-1/2" MTL STUD W/ 2-1/2" MTL STUD W/ 2-1/2" MTL STUD W/ 2-1/2" MTL STUD W/
<br /> "' 1-1/4" FLANGES, 1-1/4" FLANGES, 1-1/4" FLANGES, 1-1/4" FLANGES, TYP = CIVIL ENGINEER
<br /> zx/
<br /> NESTED IN 2-1/2" NESTED IN 6" MTL NESTED IN 2-1/2" = SIEGFRIED
<br /> MTL TRACK, TYP r FTRACK, TYP MTL TRACK, TYP z = 3428 BROOKSIDE ROAD
<br /> Q I A] I A] = STOCKTON, CA 95825
<br /> z / / 5/8" TYPE 'X' GWB 5/8" TYPE 'X' GWB 5/8" TYPE 'X' GWB 5/8" TYPE 'X' GWB a = CONTACT: ADAM MERRIL
<br /> ONE ROW OF FLAT TOP COVED BASE TILE, = 209.943.2021 P
<br /> O
<br /> Q — — J_ — (E) W-SHAPE COLUMN (E) HSS COLUMN — — — — — — — — — (E) W-SHAPE COLUMN (E) W-SHAPE COLUMN TYP. SEE FINISH SCHEDULE _ E-MAIL: amerrill@siegfriedeng.com
<br /> z -_
<br /> +--PARTITION AS SCHEDULED PARTITION AS SCHEDULED PARTITION AS SCHEDULED
<br /> L = LANDSCAPE ARCHITECT
<br /> LINE OF TRACK BELOW LINE OF TRACK BELOW LINE OF TRACK BELOW
<br /> z SIEGFRIED
<br /> o = 3428 BROOKSIDE ROAD
<br /> z
<br /> STOCKTON, CA 95825
<br /> Q — CONTACT: ROBERT NORBUTAS
<br /> / FLOOR TILE, SEE FINISH SCHEDULE —
<br /> � � \ = E MAILS bn0orb21 uas@siegfriedeng.com
<br /> Q =_
<br /> J — — —
<br /> i ° �° = MECHANICAL
<br /> _ � MODERN AIR MECHANICAL
<br /> ° ° = 2200 COOPER AVENUE
<br /> } ° p PARTITION AS SCHEDULED
<br /> o
<br /> MERGED, CA 95344
<br /> D_ o
<br /> 0 1/2" ° 1/2" = CONTACT: MARK LETTING
<br /> LINE OF BEAM ABOVE o LINE OF BEAM ABOVE = 209.722.0076 P
<br /> o ° _ E-MAIL:mleiting@modernair.biz
<br /> wc'j FILL GAPS WITH _
<br /> o COMPRESSES MINERAL
<br /> < © PARTITION AS SCHEDgLED O © PARTITION AS SCHEDgLED O z \ ©CERAMIC TILE WALL/FLR _ ELECTRICAL
<br /> CD WOOL FIBER
<br /> TRANSITION
<br /> NORTH STATE ELECTRICAL CONTRACTORS
<br /> W—SHAPE COLUMN CLADDING — STAIR 219 W—SHAPE COLUMN CLADDING — CAFETERIA — SCOTT JACOBS
<br /> LU
<br /> = 11101 WHITE ROCK ROAD
<br /> z 3" = 1'-0" 3" = 1'-0" = RANCHO CORDOVA, CA 95670
<br /> = CONTACT: SCOTT JACOBS
<br /> }
<br /> 916.462.0817 P
<br /> m WALL FINISH, SEE INTERIOR ELEVATION _
<br /> E-MAIL: scott@northstate-eci.com
<br /> FOR EXTENT
<br /> LU
<br /> ACOUSTICAL BATT INSULATION T.O. SHELF STANDARDS OgL
<br /> WALL ASSEMBLY PER 5/8" MOISTURE RESISTANT GYP BD = PLUMBING
<br /> SEE INTERIOR ELEVATION PARTITION SCHEDULELU METAL STUD WALL, SEE PARTITION = PRO-TEC PLUMBING
<br /> ~o (E) WINDOW ASSEMBLY SCHEDULE _ 916.337.2138 2138 PCT: ED BOSOUE
<br /> COMPRESSIBLE GASKET TYPE 2 BACKING PLATE TYP, SEE WALL TILE, INSTALLED PER TCNA W247; _ E-MAIL: ed@protecplumbing@net
<br /> 0 6/A9.00-TIB Z-CLIP PER MANUFACTURER'S SEE FINISH SCHEDULE, BULLNOSE TILE
<br /> ART ROOM SHELF ABOVE SINK: REQUIREMENTS AT TOP OF WAINSCOT TYP.
<br /> F- VARIES; SEE PLANS PROPIETARY EZ WIRE SHELVING
<br /> LATEX-PORTLAND CEMENT MORTAR BOND
<br /> o COAT
<br /> z Q
<br /> Q LL � CEMENTITIOUS BACKER UNIT _
<br /> TACKABLE PANEL PER
<br /> LLJ
<br /> - a SPECIFICATIONS; INSTALL PER
<br /> D `� XMANUFACTURER'S REVIEWED FOR CODE COMPLIANCE
<br /> o REQUIREMENTS O THIN SET TILE AT WAINSCOT =
<br /> B _ January 13, 2022
<br /> E-Z SHELVING SYSTEM: = BUREAU VERITAS NORTH AMERICA, INC.
<br /> 00 12 GA. ZINC PLATED BRACKETS, ON 14
<br /> GA. ZINC PLATED STANDARDS SPACED WALL TILE, SEE FIN. SCHED.
<br /> 0 36" OR 48" O.C. (SEE INTERIOR CEMENTITIOUS BACKER UNIT -
<br /> ELEVATIONS FOR QUANTITY, SPACING,
<br /> CO SHELF TYPE USED, TYP.) CERAMIC TILE OVER DRY-SET
<br /> OR LATEX-PORTLAND — BUILDING PERMIT
<br /> CEMENT MORTAR BOND COAT,
<br /> NOTE: GC SHALL PROVIDE WALL PARTITION PER SCHEDULE _
<br /> z BACKING AS REQUIRED, LOCATE PER PER TCNA F113 =
<br /> SNAP COVER TO CONCEAL WP AND CRACK PREVENTION
<br /> FASTENERS MANUFACTURER'S RECOMMENDATIONS
<br /> MEMBRANE, TURN UP WALL
<br /> = EXTRUDED ALUM. W/ FINISH 6" MIN. HOLD BACKER 1/4" MIN
<br /> 0_ TO MATCH WINDOW SYSTEM PRE-DRILL HOLES IN WALL FINISH (E) CONCRETE SLAB VERTICAL FROM CONCRETE
<br /> PARTITION AS SCHEUDLEDWHERE CERAMIC TILE OCCURS FOR FLOOR, CAULK GAP AIR -
<br /> SOUND DEADENING COMPOSITE STANDARD FASTENERS INTO BACKING. ���� TIGHT WITH SEALANT = PERMIT SUBMITTAL 09.01.2021
<br /> FILL HOLES WITH SEALANT PRIOR TO
<br /> @PRT. Al INSTALLING FASTENERS
<br /> w _ AB PROJECT DEVELOPMENT 11.05.2021
<br /> O THIN SET TILE TRANSITION
<br /> 0 BASIS OF DESIGN: MULL—IT—OVER 60 CLASSIC AT WALL =
<br /> J
<br /> DEMISING WALL DETAIL AT GLAZING PANEL ADJUSTABLE SHELVES ON SHELF STANDARDS + BRACKETS TACKBOARD THIN SET TILE DETAILS
<br /> � 18 1-1/2" = 1'-0" 14 1-1/2" 1'-0" 10 _ 3" 1'-0" 2
<br /> w__j
<br /> = —
<br /> Tllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll�i
<br /> "' WALL SURFACE
<br /> z 2'-3" (17" MIN.)
<br /> (E) WINDOW ASSEMBLY 01
<br /> _ WALL ASSEMBLY PER
<br /> LU 1 3/4" PROVIDE S.STL. SIDE PANEL PARTITION SCHEDULE REVEAL \�\\ SED ARCy�//�,i�
<br /> _ (7/8" MIN.) AT BOTH ENDS, SHOWN CERAMIC TILE OVER DRY—SET
<br /> � A.
<br /> ~o C
<br /> 01 DASHED OR LATEX—PORTLANDEMENT MORTAR BOND COAT, S
<br /> ACCESSIBLE PORTION OF
<br /> zz TROUGH SINK PER TCNA F113 OR F122
<br /> a _ CONCRETE SLAB AS NOTED 33 _
<br /> oO 4" 1'-8" FL2ONBRUSHED STAINLESS STEEL FINISH SCHEDULE EXP:02/28/23
<br /> 10= TROUGH SINK WITH TWO
<br /> LINE OF WINDOW MULION
<br /> ANGLE CLIP ALIGN
<br /> c9 BELOW z INTEGRAL SINKS AND
<br /> S DES BACKSPS LASHSTLES ON THREE 2% MAX SLOPE 2% MAX SLOPE WATERPROOFING AND CRACK /// iii
<br /> CD ^ PREVENTION MEMBRANE; RUN
<br /> Q Y - SUBCONTRACTOR TO VERIFY = PER OWNER'S SCPECIFICATIONS TO DRAIN TO DRAIN
<br /> z UP TO AND OVER FLANGE
<br /> o _ J U, REQUIRED GAUGE OF S.STL. w OF DRAIN COLLAR; SEE TCNA
<br /> � C14 = GYP BD WALL F113 AND F122 CONCRETE
<br /> `L CID
<br /> SLAB
<br /> a � " � / 8" MIN.
<br /> U) EXTRUDED ALUM. W/ FINISH BRUSHED STAINLESS STEEL a
<br /> a o LEGS FLOOR DRAIN; SEE ENLARGED
<br /> z / o� � - a
<br /> a a RESTROOMS PLANS; SEE
<br /> TO MATCH WINDOW SYSTEM o a a a a °� PLUMBING DRAWINGS
<br /> o SOUND DEADENING COMPOSITE
<br /> �� '✓ _ (N) CONCRETE POUR; SLOPE c 1/8" = 1' 0"
<br /> o - ll TO DRAIN; SEE DEMO PLANS
<br /> � ACOUSTICAL BATT INSULATION o � MANUFACTURER'S c( � �
<br /> D / NOTE: GC SHALL PROVIDE Q STANDARD CHALK TRAY; CITY OF STOCKTON —i —i —i —i —i _� =i =i =i —i —i FOR LIMIT OF BLOCKOUT
<br /> WALL BLOCKING AS L III III III III III II III VAPOR RETARDER
<br /> ~ SNAP COVER TO CONCEAL / 1I FULL LENGTH, SEE APPROVED PLANS =III-III-III= - - - - =
<br /> / REQUIRED - INTERIOR DETAILS
<br /> w FASTENERS O ELEVATIONS HM DOOR OR WINDOW, SEE
<br /> � `�' � INTERIOR ELEVATIONS
<br /> PARTITION AS SCHEUDLED / N E By:rflores Date:01/19/2022
<br /> _
<br /> UNON-ACCESSIBLE PORTIONOf z
<br /> Q ®SPRY?Al OF TROUGH SINK BEYOND co (EXCERPT FROM BUILDING
<br /> } LINE OF REQUIRED CLEARANCE
<br /> z6 BELOW ACCESSIBLE SINK PERMIT NO. B P21 -06913;
<br /> 0m MAX. SHOWN DASHED
<br /> BASIS OF DESIGN: MULL—IT—OVER 60 CLASSIC CLAY TRAP BEYOND; CONFIRM FOR REF.)
<br /> O
<br /> oL REQUIRED CLEARANCE; S.P.D.
<br /> A9 .11
<br /> cn DEMISING WALL DETAIL AT MULLION17 SECTION — ADA STAINLESS STEEL TROUGH SINK 13 WHITEBOARD 9 ELEVATION AT REVEAL TILE FLOOR DETAIL — SLAB ON GRADE 1
<br /> 3" = 1'-0" 1 1/2" = 1'-0" 1-1/2" = 1'-0" 3"=l'—O" 3" = 1'-0" 1
<br />
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