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0" <br />0 <br />2" <br />NOTE: <br />V, <br />1. ALL RECESSED FLUORESCENT LIGHTING <br />TECTONIC BUILDERS <br />P1843 ADJUSTABLE <br />FIXTURES INSTALLED IN T -BAR CEILING SHALL <br />BE ATTACHED TO T -BARS W/ 4 SELF -TAPPING <br />CORPORATION <br />10118 BANDLEY DR. #E, <br />SCREWS, 2 AT EA. END OF FIXTURE. <br />HINGE <br />CUPERTINO, CA 95014 <br />/ <br />'' FACE OF WALL <br />TEL: (408) 216-0804 <br />� / <br />\��� <br />" „ <br />STUD WALL W/ 5/8 TYP. X GYP. <br />L2 -X1 /4"X2"X2" <br />ANGLE <br />2. FOR FIXTURES MOUNTED END-TO-END, <br />FASTEN FIXTURES TOGETHER W/ 2 #8-32 <br />These drawings and the accompanying specifications are exclusive <br />��� <br />1X4 WOOD RAIL, PAINT <br />property of TECTONIC BUILDERS CORP. written permission is rewired <br />UNISTRUT HHCS 1/2" `� /�/ <br />BD. ON BOTH SIDES <br />RAIL TO MATCH WALL <br />MACHINE SCREWS. <br />by TECTONIC BUILDERS CORP. to re -use or to reproduce these <br />15/16" W/ P1010 NUT �� �� / <br />FINISH, SEE FINISH PLAN &SCHEDULE <br />#12 GA. LATERAL SUPPORT WIRE W/N 3 OF EA. <br />drawings as specifications by any method in whole or in part. A written <br />consent isrenairedifthe drawings are beused byother(s)than assigned <br />\�� \�� <br />3/8"X3" LAG SCREW TO STUD <br /><E> PURLIN OR 2X <br />FOR THS & LOCATIONS. <br />LENGTHS ONS. <br />CORNER OF LIGHT FIXTURE. SPLAY WIRES AS <br />contractor(s). Any �estion raised from these drawings should be directed <br />to TECTONIC BUILDERS CORP. in written format. <br />\� / / / <br />UNISTRUT <br />CEILING JOISTS. ADD <br />SHOWN AND FASTEN TO FACE OF ROOF PURLIN <br />REVISIONS BY <br />P1000 CHANNEL �� `� �` / / / 4X BLOCKING BETWEEN <br />�� PURLINS AS NEEDED <br />METAL COAT HOCKS <br />OR BEAM W/ 16d RING SHANK NAIL. MIN. OF 3 <br />` i i / <br />LATERAL BRACING �\ �\ , <br />L 4"X4" X 1/4" X 6" ® 48" O.C. <br />STAGGERED AT 9 O.C. <br />WIRE TURNS EA. CONNECTION POINT. WIRE <br />/ � <br />�\ <br />L2"X1/4"X2"X2" ANGLE <br />SUPPORTS BY ACOUST. CLG. CONTRACTOR. <br />\ <br />1/2 STEEL ROD `� / W/ 5/8" THROUGH <br />EXHAUST HOOD <br />BOLT TO CEILING <br />FIXTURES W/ WT. OF 201b OR MORE INSTALLED IN <br />(ROOF) MEMBER <br />A SUSPENDED CEILING SHALL BE FASTENED TO <br />THE CEILING FRAMING MEMBER AT TWO CORNERS <br />W/ SCREWS AND ATTACHED #12 CEILING WIRES <br />z�_ <br />a L` <br />�� <br />, <br />TO THE LIGHT FIXTURE AT DIAGONALLY OPPOSITE <br />CORNERS AND TO THE STRUCTURAL CEILING. MAX. <br />~w <br />D 0 <br />�L <br />-- TRIM HEAD SCREWS, <br />FIXTURE WEIGHT = 55 LBS. <br />__ <br />0 m <br />ATTACH TO WALL <br />2" 1/2"0 STEEL ROD <br />Mj a STUDS AT 24" O.C., <br />TOP OF S.S. <br />FROM H00 <br />J 0 <br />I <br />FILL SCREW HOLES. <br />WHERE ATTACHMENT <br />METAL HOOD <br />TACK WELD <br />TO MASONRY WALL <br />OCCURS, INSTALL WITH <br />RELEASED DATE <br />TAG WELD 16 GA. METAL <br />4" <br />00 <br />3: zzEXPANSION <br />ANCHORS. <br />RECESSED FLUOR. FIXTURE <br />11 -OS -2018 1ST SUBMITTAL <br />DOUBLE NUT <br />3" MIN. AIR SPACE <br />THIS CONNECTION <br />CROSS TEES <br />® 6'-0" O.C. <br />#8 SCREWS OPPOSITE EA. OTHER <br />DETAIL A I <br />DETAIL B I <br />DETAIL C <br />SCALE: 3" = 1 '-0" <br />SCALE: 1 " = V-0" <br />SCALE: 1/2" = V-0" <br />MAIN RUNNER <br />HOOD CONNECTION DETAIL <br />7 <br />COAT HOOKS <br />W/ RAIL <br />6 <br />WIRE BRACE @ LIGHT FIXTURE <br />3 <br />WALL FINISH OVER 5/8" <br />TYPE 'X' GYP. BD., SEE <br />/ \ S EDGE CUT <br />W / <br />NOTE: VERIFY ROOF/DECK SYSTEM <br />ABOVE, AND BID COMPRESSION STRUT <br />-- <br />/�gti� ARCy\ <br />\ <br />LAYOUT TO CONFROM W/ SITE <br />v� <br />FINISH SCHEDULE <br />(EASED EDGE) <br />CONDITIONS AND BUILDING CODE. <br />' � <br />EXHAUST FAN FOR <br />� 3/ I <br />� LARRY L. WANG <br />HOOD, SEEM <br />J <br />C-31807 <br />RENEWAL 1131METAL <br />STUD <br />�\ / <br />"DONN" TELESCOPING SEISMIC <br />�� <br />\ / <br />I <br />S.S. CORNER GUARD <br />\ � i <br />� � <br />TYPE VSA 18/30 (MAXRSPANN-POOSTCOMPj <br />OF <br />WOOD REINFORCEMENT <br />0/ WALL FINISH <br />_ <br />\ I COUNTERTOP, <br />VSA 30/48 (MAX. SPAN = 48") <br />S.S. CORNER <br />\ I SEE FINISH SCHEDULE <br />VSA 48/84 (MAX. SPAN = 84") <br /><E> TRUSS <br />GUARD 0/ <br />\ I <br />� <br />VSA 84/102 (MAX. SPAN = 102") <br />� <br />SHEET CONTENTS: <br />R z_ <br />o <br />WALL FINISH <br />SECTION AT WALL <br />� <br />\ \ I <br />9 ' <br />ATTACH TO MAIN RUNNER 12'-0" O <br />_ <br />V <br />MAX. O.C. EA. WAY &WITHIN 8" OF <br />DETAILS <br />WALL FINISH, SEE <br />FINISH SCHEDULE <br />" <br />3/4 PLYWOOD II <br />LO <br />\ 18 GA., 3 5/8 TRACK <br />PERIMETER DEMISING WALLS <br />NO. 12 GA. SPLAY WIRE ®4 -0 O.C. <br />, <br />® 16" O.C. TYP. <br />BRACING IN PLANE OF EA. RUNNER <br />S/S FINISH ALL <br />L_ <br />I �-- FINISH PER <br />9p <br />s. AND WITHIN 8" OF EA. END OR BREAK <br />ir <br />INSIDES AND <br />SCHEDULE <br />18GA. 3 5/8" METAL <br />X <br />a <br />SHELVES Ci <br />L`' <br />STUDS ®16 O.C. <br />MAIN RUNNER <br />I <br />TYP. CLG. SEISMIC BRACING: <br />b <br />i LL: SERVICE AREA <br />SALES AREA <br />BRACE ®144 S.F. INTERVALS <br />N 0 <br />PERIMETER MEMBER ® STARTER WALL <br />ILL: <br />I 1/2" PLYWOOD OR MDF <br />4 TURNS WITHIN 1/2" TYP. <br />(SIMILAR ® OPPOSITE WALL) <br />w <br />18 GA., 35/8" METAL <br />TRACK ® 16" O.C. <br />®�VYODUOTC CROSS RUNNER <br />ABCs <br />" <br />6 COVE BASE, <br />6" S/S BASE, B-3 <br />B-1 <br />FLOORFINISH, <br />% SEE FINISH <br />EMT CONDUIT METAL STUD <br />ALL SUSPENDED CEILING SHALL <br />HANGER, S.S.D. <br />1/2" .......... UP TO 6' 1-5/8" (25 GA.) <br />.... UP TO 6'-2" BE INSTALLED IN ACCORDANCE <br />♦ <br />� <br />4" <br />3/4" .......... UP TO 8'-6" 2-1/2" (25 GA.) <br />W/ ASTM C635, C636 & C.B.C. <br />UP TO 10'-6" 803.9.1.1 & PER TABLE SHOWN <br />I <br />BASE, SEE FINISH <br />1" ....... UP TO 10' <br />TO THE LEFT. <br />` <br />` <br />SCHEDULE <br />EXHAUST DUCT, SEEM <br />SCALE: 3" = V-0" <br />SCALE: 1 " = V-0" <br />SCALE: 1 " = V-0" <br />78�ClBalkery Cafe <br />7A <br />STAINLESS GUARD @ WALL CORNER <br />9 <br />COUNTER SECTION <br />@CASHIER <br />5 <br />SEISMIC SUSPENDED CEILING <br />BRACING 2 <br />85 BAKERY STOCKTON <br />A8.1 <br />__ <br />875 W. BENJAMIN HOLT DR., <br />z <E> WALL <br />TOCKTON, CA 95207 <br />CEILING PER SCHEDULE 1100 <br />1 1 <br />DRAWN. E.C. <br />S.S. CAP ♦ <br />- - <N> WALK-IN WALL <br />713 <br />6" METAL STUD <br />PER MANUFACTURE <br />CHECKED: <br />CANOPY EXHAUST A8.1 <br />®16" O.C. <br />,, <br />L.W. <br />HOOD, SEE M. <br />5/8" GYP. BD. <br />BASE & FLOOR <br />BASE & FLOOR FINISH, <br />`, won2 <br />�`� �� A8.1 <br />DATE STARTED: 2018.08.29 <br />JOB NO.: <br />" <br />24 GA. S.S. WALL LINING 3 MIN. <br />WALL FINISH PER SCHEDULE r <br />FINISH, SEE FINISH <br />SCHEDULE <br />SEE FINISH SCHEDULE <br />, <br />SCALE: <br />Q" <br />M 3" MIN. <br />INTEGRATED S/S <br />#10 X 3/4 FLAT <br />i <br />♦ <br />AS NOTED <br />FILE NAME: <br />C <br />COVE BASE <br />SCHREW ® 12 O.C. <br />` <br />i <br />DIAGONAL BRACING & COMPRESSION <br />v0 <br />SHEET NO.: <br />STRUT, SPLAYED NO.12 WIRES <br />I <br />12'-0" O.C., EA. WAY, BEGINNING <br /><E> 4" MIN, THK. <br />2"X2" L ANGLE W/ <br />6' MIN. FROM EA. WALL. <br />CONC. SLAB, TYP. <br />0.144"0X1.5" HILTI X -CR <br />(V.I.F.) <br />SHOT PIN ® 12" O.C. <br />N0.12 GA. MILD STEEL VERTICAL <br />A8m 1 <br />QUARRY TILE � <br />(ICC ESR -1663) <br />SUPPORT WIRE ® 4'-0" O.C. EA. <br />EQUIPMENT <br />3/8--I <br />I <br />WAY, TYPICAL. <br />RADIUS <br />FLOOR FINISH W/ 8SLAB <br /><E> CONC. <br />APPROVAL STAMP: <br />BASE, SEE FINISH <br />° <br />A8.1 <br />SCHEDULE i — <br />Q <br />a <br />d ° ° ° ° <br />----------------- -------------- ___ <br />a ° a ° <br />41 <br />° <br />a a< a <br />ALL 24"X48" CEILING LIGHT FIXTURES & 24"X24" HVAC AIR <br />REGISTERS SHALL BE SUPPORTED BY A MIN. OF (2) <br />° <br />a <br />HANGERS ® OPP. CORNERS PER DETAIL #4. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. <br />d <br />a ° <br />a <br />ALL DESIGN ASPECTS OF CEILING SYSTEM SHALL COMPLY <br />WITH ASTM C635 & C636, C.B.C. 803.9.1.1 AND BE <br />a ° ° ° ° ° <br />4 1 <br />° <br />Q ° <br />a <br />INSTALLED PER MANUFACTURERS RECOMMENDATIONS. <br />HANGER WIRES ARE TO BE ATTACHED TO 2 x 6 STRUCTURAL JOISTS MINIMUM, W/ 3"x 1/4"0 CLOSED EYE SCREWS. <br />SCALE: 1/2" = V-0" <br />SCALE: <br />3" = V-0" <br />SCALE: 3" = V-0" <br />SCALE: 1/2" = 1 '-0" <br />HOOD SECTION @ INTERIOR WALL- <br />10 INTEGRATED S/S COVE BASE DETAIL_ <br />8 <br />WALK-IN MIDDLE DIVIDING PANEL- 4 <br />SUSPENDED CEILING SYSTEM <br />1 <br />