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HOLD _ PER HOOD MFR. <br />------------------ A— <br />3" CLR <br />2 r7 <br />S1.2 S1.21 <br />> <br />2 <br />0- <br />w <br />, z <br />F.O.S. <br />WALL BY REFIG <br />CONTRACTOR f7 , r <br />'IN <br />ADD 8" JOIST BLKG., <br />TYPICAL <br />5 <br />S1.2 <br />U- <br />A <br />TYPICAL @ 0 0 <br />4/S1.2ROTISSERIE <br />1 <br />to <br />N <br />DOUBLE JOISTS <br />BETWEEN HOODS <br />CENTERLINE SYMM <br />IT 1v11v1_ <br />CONTRACTOR TO <br />w <br />VEY. LOCATIONS OF <br />HOOD SUPPORTS wl <br />Q 4 rIlh—lat-A irm,&r I <br />A <br />HOOK MFR. <br />@ 48"oc�Y,41(' <br />' A <br />j <br />3" CLR, REFRIG. WALL <br />/—ADD JOIST @ <br />DUCT CENTERLINE, <br />PANEL TO STEEL <br />TYPICAL <br />STUD WALL TYP. <br />0 <br />(3 SIDES) <br />4*121 <br />3 0 <br />X <br />lb cf-I <br />w <br />WALL BY REFRIG. <br />CONTRACTOR <br />C, <br />J <br />N <br />F.03. <br />w <br />5 <br />UNISTRU S <br />2 PER 71SI S1 2 <br />7 <br />uj Qj NOTE: <br />d d <br />LL: PER ARCH. [I: SHOULD HOOD <br />DIMENSIONS NOT <br />MATCH DIMENSIONS <br />SHOWN CONTACT <br />CTA & E.N.W. <br />IMMEDIATELY <br />JOIST THRU RIM & OR <br />WALL TOP TRACK <br />ADD 16GA. TRACK <br />RIM JOIST <br />STIFFENER TO WEB, TYP. @ <br />JOISTS SUPPORTING HOOD <br />#8 SCREWS 12"oc <br />1 OW" <br />VFY. w/ ARCH. <br />CEILING PER ARCH. JOIST <br />3" CLR. TO FACE OF <br />SPACING PER PLAN <br />STEEL STUD WALL <br />STEEL STUDS @ 16"oe MAX. ALSO <br />V <br />PLACE ONE STUD DIRECTLY BELOW <br />COOLER OR <br />EA.JOIST PLACE DOUBLE STUDS <br />FREEZER BOX <br />UNDER EA. DOUBLE JOIST PER PLAN <br />BY OTHERS <br />X-BRACE <br />STUD BLKG. @ EL. 5-0" BTWN. ALL <br />EITHER SIDE <br />STUDS (NOT REQUIRED IF WALL IS <br />SHEATHED BOTH SIDES & FASTENERS <br />HILTI DRIVE PINS <br />SPACING IS 12" OR LESS) <br />24"oe & 6" MAX. FROM <br />G.W.B. PER ARCH. EXTEND <br />EA. END EA. TRACK <br />TO TOP OF STUDS <br />2- #8 SCREWS <br />TRENCH DRAIN <br />TRACK TO EACH <br />#4 @1 8"oc <br />STUD EACH SIDE <br />DRILL 5" & EPDXY <br />0 =_o_ <br />I <br />w/ HILTI HY-1 50, <br />M5­1 <br />n" <br />#4 CORNER BARS <br />6" MIN. THICKNESS <br />AROUND DRAIN <br />3/4" = 1'-0" <br />JOISTS. <br />JOIST @ CENTERLINE DUCT <br />wl 2"x2"x0'-6" EACH END wl <br />4- SCREWS EA. LEG <br />INTO <br />k 91T j 3/4" = 11-01, <br />-ROTISSERIE CEILING FRAMING PLAN <br />NOTES: 1/4" = 11-01, CL OF STRAP TO 16GA. GUSSET PL SIZE <br />1.) VERIFY LOCATION AND ALL DIMENSIONS w/ ARCHITECT. INTERSECTION OF DETERMINED BY NUMBER OF <br />1) SCREWS ARE NOT TO BE SUBSTITUTED FOR THE WELDS SHOWN. DOUBLE STUD & SCREWS SEE SCHEDULE <br />3.) NO DOORS OR OPNGS. ARE TO OCCUR IN THE 3 ROTISSERIE WALLS. TOP TRACK TYP. EXTEND TO ADJACENT WALL <br />T. & B. RIM JOIST <br />5.) F.O.S. = FACE OF STUD, CALLED OUT ON PLAN <br />6.) SEE SHT. S1.2 FOR LIGHT GAGE FRAMING PARTS SCHEDULE, OR TRACK <br />r r r <br />4.) X-BRACES OR G.W.B. WALLS SHOWN THUS: :::� & NOTED AS OARE PER ELEVATION 2/S1.3 & WALL BRACING SCHEDULE. UNLESS BRACE OR G.W.B. LENGTH THIS <br />7.) CEILING STRAPS SHOWN THUS: _'_—'_& NOTED AS 0 SEE "CEILING BRACING SCHEDULE" FOR SIZE ON SHEET S1.3. <br />M <br />U) NOTE: <br />SEE MECH. DWGS. <br />FOR MECH. UNITS TYP. <br />04 <br />C14 <br />Af <br />klz) F­,aJkjr- versa, <br />- <br />3: <br />T_ <br />0 <br />ui <br />C) <br />VFY. DUCT w/ I HOUR <br />hcl, <br />cl) <br />HOUR WRAP PER ARCH. <br />PER ARCH. <br />C) <br />Lo <br />EQ. <br />PER <br />HOOD MFR. <br />PER HOOD MFR. <br />9 <br />- <br />co <br />6" <br />101, <br />HANGER RODS TO <br />6" <br />CENTER ON HOOD <br />0- <br />SUPPORTS, TYPICAL <br />UNISTRUTBY <br />12" HEADER BEAM <br />HOOD INSTALLER <br />(BEYOND) PER PLAN <br />E <br />w <br />LL <br />q) <br />JOIST PER PLAN <br />a) <br />LL <br />a <br />HOOD 750# MAX. <br />0 <br />HOOD 750# MAX. <br />rK <br />� <br />3" STANDOFF <br />PER HOOD MFR, <br />0 <br />Z <br />Q <br />0 W <br />PER HOOD MFR. <br />0— <br />TYP. @ WALLS <br />11' MIN. CLR. <br />co <br />M <br />> <br />TO WALL <br />TYP. (U.N.O.) <br />JUI01 ON vA1?xLL <br />mmov=df 011, !Mff' <br />BOLT HEAD \ <br />TO BEAM/ 118 v 118 <br />NwEyd ff"I <br />H.S.S. COLUMN PER PLAN <br />TOP TRACK <br />DOUBLE STUD <br />HOLD 16" <br />TYP. EA. END <br />EA. END <br />CL SYMM.—\i ll All 11 <br />,,.,.n <br />It <br />OF WALL SIMPSON HOLDC <br />n -n <br />(U.N.O.) ANCHORS & SCR <br />PER SCHEDULE <br />CL STUD <br />DIAL. STRAPS <br />1/2" MIN. G.W.B. <br />PER SCHEDULE <br />11' <br />UNBLOCKED <br />(DO NOT SPLICE) <br />ll <br />SCREW PER <br />n IIIIl <br />il Al <br />SCHEDULE (U.N.O.) <br />HOLDO\AfN <br />PER SCHED. <br />EA. END SEE <br />DTL. "9a" <br />3 5/8" STUD <br />WALL TYP. <br />Iv I.JL <br />11�' fl, <br />­6 <br />I <br />DRIVE PINS @ 24"oc <br />@ SHEARWALLS <br />TYP. <br />TYP. "X" BRACED SHEAR WALL ELEV. <br />/ TYP. G.W.B. SHEAR WALL ELEV. <br />SEE SCHEDULE <br />NOTES: <br />1.) BRACES MUST BE TIGHT & STRAIGHT. NO SLACK ALLOWED <br />BTWN. STUDS. <br />2.) G.W.B. MUST RUN FULL HEIGHT TO CEILING JOIST 'WHERE <br />NOTED AS <br />SHEAR WALL. <br />3" 6" MAX. <br />------------ <br />MIN. <br />#10 SCREW q'­CENTERLINE z <br />SYMM. w <br />r <br />z <br />EQ. HOOD SUPPORT ROD P-1000 33 ksi 0 <br />ty < <br />QVIAX. LOAD = 3809) UNISTRUT @ U- 2 <br />6" HANGER ROD BY <br />HOOD INSTALLER <br />HOOD SUPPORT PER HOOD MFR. <br />(CONTRACTOR TO VERIFY EXACT <br />LOCATION OF HOOD SUPPORT <br />CONNECTIONS) <br />NOTE. <br />DO NOT DRILL OR CUT JOISTS <br />3" CLR. TO FACE OF <br />STEEL STUD WALL <br />PARTITION WALL <br />SLAB ON GRADE <br />DETAIL, <br />3/4" = 11-01, <br />H.S.S. BEAM PER PLAN <br />----------- <br />wl 1/2" DIA. BOLT <br />1 1/2" <br />EQ. EQ. <br />3/8" BASE PLATEvv/ <br />2- 1/2" DIA. HILTI KWIK <br />BOLT TZ (EMBED 4") <br />3/4" = 11-01, <br />DOUBLE STUDS <br />TYP.@ HOLD <br />DOU114 <br />ANGLE 2"x2" - 1 EACH JOIST w/ <br />8- SCREWS EACH ANGLE <br />1 OW" (4 EACH WAY) USE DOUBLE <br />ANGLE @ DOUBLE JOIST <br />VFY. w/ ARCH, <br />--- ------------- <br />HEADER PER PLAN x PIPING SYSTEM <br />I x <br />x BY OTHERS <br />.j <br />1 OW" <br />VFY. WARCH. <br />1 V-2" CLR. 10'-2" TOP <br />PER ARCH. OF HOOD <br />INSULATED STAINLESS 3" STANDOFF BY <br />STEEL PANEL PER ARCH. HOOD INSTALLER <br />HOOD <br />PER ARCH. <br />w <br />04 <br />z <br />0 <br />U) <br />(D <br />Z <br />w <br />co <br />co <br />z <br />0 <br />0 <br />0 <br />0 <br />LL <br />U- <br />U- <br />m <br />m <br />m <br />Z) <br />D <br />0 <br />b <br />T <br />ZI <br />w <br />0 <br />cs <br />c� <br />c� <br />0') <br />c, <br />L0 <br />C3 <br />U) <br />z <br />0 <br />U) <br />w <br />0� <br />0 <br />z <br />w <br />z <br />0 <br />w <br />z <br />_j <br />UA <br />JL <br />!p <br />LIA <br />Z <br />(9 <br />z <br />(1) LLJ <br />c� 0 <br />cam <br />0 <br />w E <br />LL 0 <br />q <br />uj6 <br />z to <br />a, <br />> <br />og <br />C) a) <br />w <br />U) <br />z <br />0 <br />0 <br />w <br />U) <br />w <br />0 <br />Q <br />z <br />< <br />0 <br />z <br />2E <br />0 <br />w <br />< <br />w <br />U) <br />w <br />CC) <br />_j <br />U) <br />z <br />06 <br />00 <br />< <br />m <br />W <br />- <br />0 <br />U) <br />< <br />z <br />w <br />< <br />< <br />0 <br />w <br />o <br />z <br />W <br />_:j <br />lu- <br />o <br />a <br />W <br />N <br />w <br />U) <br />C) <br />I <br />U) <br />w <br />w <br />(1) <br />w <br />U) <br />0- <br />:5i <br />0 <br />01-1 <br />0 <br />0 <br />z <br />w <br />3: 0Z <br />U) 0 <br />JOB NO: <br />95052031 <br />ENGINEER: R. ZHU <br />DRAWN: <br />P. PATEL <br />DATE: <br />12-12-2018 <br />SHEET NO: <br />S1.2 <br />