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HOLD PER HOOD MFR. <br />3" CLR. �\ <br />2 7 \`1, <br />S1.2 S1.2 <br />2 T <br />P.O.S. <br />WALL BY REFIG - -_ <br />CONTRACTOR <br />a <br />ADD 8" JOIST BLKG., <br />TYPICAL <br />5 <br />It S1.2 <br />S1.2 I L <br />° TYPICAL @ 0 _ <br />4/31,2 ROT ISSERIEco <br />? <br />3 <br />co <br />x <br />DOUBLE JOISTS <br />BETWEEN HOODS — � ! e� �a � <br />.�I CENTERLINE SYMM. <br />2 <br />CONTRACTOR TO <br />VEY. LOCATIONS OF a_ <br />HOOD SUPPORTS w/ <br />s. <br />8x1 5/16GA. J T HOOK MFR. <br />9) yp�y <br />$ I "gtloc AL <br />9 <br />3" CLR. REFRIG. WALL ADD JOIST @ <br />-[ DUCT CENTERLINE, LL <br />LL <br />PANEL TO STEEL [ TYPICAL <br />STUD WALL TYP. - --s- s ° 0 <br />(3 SIDES) d 1.2 3 O <br />S1.2?� <br />Lu <br />WALL BY REFRIG. <br />✓� \ <br />CONTRACTOR <br />3 ,� ,y,�'• fix• <br />Q <br />2 w <br />2 5 <br />UNISTRU -S <br />S1.2 c _ S1.2 3 <br />,c PER 7/S1 <br />7 I <br />S1.2 [ - <br />`� c NOTE: <br />o PER ARCH. o SHOULD HOOD <br />DIMENSIONS NOT <br />MATCH DIMENSIONS <br />SHOWN CONTACT <br />I CTA & E.N.W. <br />q r <br />y I IMMEDIATELY <br />ROTISSERIE CEILING FRAMING PLAN <br />JOIST THRU RIM & OR <br />WALL TOP TRACK ADD 16GA. TRACK <br />RIM JOIST STIFFENER TO WEB, TYP. <br />JOISTS SUPPORTING HOOD <br />#8 SCREWS aC} 12"oc - <br />1 U-7" <br />VEY. w/ ARCH. <br />CEILING PER ARCH. JOIST <br />3" CLR, TO FACE OF SPACING PER PLAN <br />STEEL STUD WALL <br />STEEL STUDS @ 16"oc MAX. ALSO <br />COOLER OR P LACE ONE STUD DIRECTLY BELOW <br />FREEZER BOX EA. JOIST PLACE DOUBLE STUDS <br />BY OTHERS UNDER EA. DOUBLE JOIST PER PLAN <br />X-BRACE STUD BLKG. @ EL. T-0" BTWN. ALL <br />EITHER SIDE—' <br />IDE STUDS (NOT REQUIRED IF WALL IS <br />SHEATHED BOTH SIDES & FASTENERS <br />HILTI DRIVE PINS a� SPACING IS 12" OR LESS) <br />24"oc & 6" MAX. FROM G.W.B. PER ARCH. EXTEND <br />EA. END EA. TRACK — TO TOP OF STUDS <br />2- #8 SCREWS TRENCH DRAIN <br />TRACK TO EACH #4 a@18"oc <br />STUD EACH SIDE DRILL 5" & EPDXY <br />p} 0}, I vil HILT[ HY 150 F <br />�}4 <br />A <br />Ap <br />5 <br />4, 3 rT, <br />#4 CORNER BARS ! r i- i - 6,} MIN. THICKNESS <br />(�- AROUND DRAIN <br />SECTION g 9j4 <br />f1 = 11-091 <br />SECTION <br />fMF��ll�1111�1'�rEi1T111K�i1IiIItUL1��►�''�1 <br />8" JOIST HEADER EA. SIDE OF <br />HOOD DUCT w/ 2"x2"x0'-6" EA, <br />END w/ 4 SCREWS EA. LEG INTO <br />BLKG. & JOISTS. <br />JOIST @ CENTERLINE DUCT <br />N12"x2"x0'-6" EACH END w/ <br />v- SCREWS EA. LEG <br />INTO BLKG & JOISTS <br />JOIST ON WALL <br />SCREWS @ 12"o <br />'-o„ __ _ _ <br />a <br />BOLT HEAD \ _ <br />TO BEAM J 1 /8 1/8 <br />H.S.S. COLUMN PER PLAN <br />SECTION <br />ANGLE 2"x2" - 1 EACH JOIST w/ <br />8- SCREWS EACH ANGLE <br />1 OW" <br />(4 EACH WAY) USE DOUBLE <br />VFY. w/ARCH. <br />} ANGLE @ DOUBLE JOIST <br />=_ - - - -___ <br />HEADER PER PLAN <br />x <br />{ <br />- PIPING SYSTEM <br />1 <br />0 <br />BY OTHERS <br />I <br />1 <br />1 OW" <br />I <br />_ <br />VFY. WARCH. <br />!.(Y'Y.M`+! <br />10 -2 CLR, <br />'� ,�, � , t <br />f ��, �� � �� F�� � � � ���`` � � ���k� ;, <br />10,_2}, TOP <br />\. � <br />PER ARCH. <br />OF HOOD <br />3" STANDOFF BY <br />INSULATED STAINLESS <br />STEEL PANEL PER ARCM. <br />HOOD INSTALLER <br />HOOD <br />I PER ARCH. <br />3/4"' = 11 f}" <br />r-- H.S.S. BEAM PER PLAN <br />4"x3/8"x0'-6" TOP PLATE <br />w/ 1/2" DIA. BOLT <br />1 1/2" <br />-- E EQ <br />i _ T <br />4" <br />>- - 3/8" BASE PLATE w/ <br />2- 1/2" DIA. HILTI KWIK <br />BOLT TZ (EMBED 4") <br />3/4" = 1 ` U, 3/4" = 1'-U, <br />NOTES_ 1 /4" = 1 }-(Y <br />CL OF STRAP TO 16GA. GUSSET PL SIZE <br />1.) VERIFY LOCATION AND ALL DIMENSIONS w/ ARCHITECT. <br />INTERSECTION OF DETERMINED BY NUMBER OF <br />2.) SCREWS ARE NOT TO BE SUBSTITUTED FOR THE WELDS SHOWN. <br />DOUBLE STUD & SCREWS SEE SCHEDULE <br />3.) NO DOORS OR OPNGS. ARE TO OCCUR IN THE 3 ROTISSERIE WALLS. <br />TOP TRACK TYP. EXTEND TO ADJACENT WALL <br />T. & B. - <br />RIM JOIST <br />4.) X-BRACES OR G.W.B. WALLS SHOW[ THUS: & NOTED AS 'DARE PER ELEVATION 2/S1.3 & WALL BRACING SCHEDULE. <br />UNLESS BRACE OR G.W.B. LENGTH THIS <br />OR TRACK <br />5.) F.O.S. =FACE OF STUD. <br />CALLED OUT ON PLAN <br />&) SEE SHT. S1.2 FOR LIGHT GAGE FRAMING PARTS SCHEDULE. <br />r r I, <br />i <br />7.) ,CEILING STRAPS SHOWN THUS: & NOTED AS 0 SEE "CEILING BRACING SCHEDULE" FOR SIZE ON SHEET S1.3. <br />- <br />TOP TRACK I# #1 {!. <br />i# . I <br />DOUBLE STUD <br />FOLD 16" <br />1 <br />\ <br />.. <br /># <br />TYP. EA. END <br />- <br />CL SYMM.-- ## ' [#. ## <br />## #� <br />OF WAIL <br />EA. END <br />CL STUD <br />DIAL. STRAPS <br />1/2" MIN. G.W.B. <br />PER SCHEDULE <br />}# . <br />W �# <br />UNBLOCKED <br />(DO NOT _ SPLICE) <br />�{ . _ . <br />. I° <br />SCREW PER <br />t# <br />C! I <br />SCHEDULE (U.N.O.) <br />HOEDOWN <br />#I ## <br />I1... 11 <br />PER SCHED. <br /># <br />`.: I <br />EA. END SEE.: <br />tel: #)' . <br />U. 11 <br />DTL. "9a" �� <br />## . !# i#... ' 1#.. <br />It #. <br />3 5/8" STUD <br />WALL TYP. <br />.._ <br /># <br />DRIVE PINS 24"oc <br />SHEARWALLS TYP. <br />ppgg yypp p <br />BRACED SHEAR L <br />ELEV. <br />/ TYP. G.W.B. SHEAR WALL <br />ELEV. <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 />SHEAR WALL. <br />NOTED AS <br />6 <br />S1.2 <br />NEW EXHAUST <br />NOTE.: FAN 75# MAX. <br />SEE MECH, DWGS. { <br />FOR MECH. UNITS TYP. 1 ,UBFRAME <br />PERMBS <br />J <br />(E) ROOF JOIST <br />x <br />I =" <br />VEY. DUCT w/ 1 HOUR <br /># <br />HOUR WRAP PER ARCH. <br />fl <br />n <br />u <br />PER ARCH. <br />o <br />PER <br />HOOD MFR. PER HOOD <br />�MFR. <br />EQ. <br />HANGER RODS TO <br />6" <br />CENTER ON HOOD <br />6" f- <br />SUPPORTS, <br />SUPPORTS, TYPICAL <br />UNISTRUT BY I 12" HEADER BEAM <br />HOOD INSTALLER - \ (BEYOND) PER PLAN <br />JOIST PER PLAN <br />$ <br />LL <br />1 <br />HOOD 750# MAX. 0 <br />HOOD 750# MAX. <br />3" STANDOFF 1 <br />PER HOOD MFR. <br />0 u PER HOOD MFR. <br />TYP. @ WALLS <br />) #I <br />1" MIN. CLR. "' M 0) <br />TO WALL <br />TYP. (U.N_O.) <br />ELEVATION <br />......... ..... <br />3" 6" MAX. t <br />MIN. X <br />#10 SCREWCENTERLINE <br />SYMM. w <br />� 3v- <br />D <br />EQ. HOOD SUPPORT ROD P-1000 33 ksi 0 y <br />(MAX. LOAD = 380#) UNiSTRUT @ Q <br />6" HANGER ROD BY <br />HOOD INSTALLER <br />— MOOD 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 />E9p0„ <br />NOTES: 1/4" = 1'-0'" <br />1.) CONTRACTOR TO VERIFY THAT LOCATION OF DUCT CAN PENETRATE ROOF WITHOUT INTERFERENCE FROM ROOF FRAMING, <br />2.) CONTRACTOR TO VERIFY ALL HOOD & HOOD SUPPORT DIMENSIONS. <br />SIMPSON HOLDC <br />ANCHORS & SCR <br />PER SCHEDULE <br />SEE SCHEDULE <br />DETAIL <br />DOUBLE STUDS <br />TYP@ HOLD <br />DOWN <br />HOLDOWN SCHEDULE <br />HOLDOWN ANCHORS SCREWS <br />SIMPSON S/LTT20 8 #10 <br />1/2"0 SIMPSON TITEN HD (EMBED 3 1/4") <br />�, <br />gl <br />w <br />� M <br />Y' <br />5 <br />} <br />z <br />q <br />t� <br />+�j <br />ggg@as� <br />py <br />0 <br />g� <br />0 <br />(') <br />0 <br />z <br />w � <br />u Z <br />0 <br />JOB NO: <br />95052031 <br />ENGINEER: <br />R. ZHU <br />DRAWN: <br />P. PATEL <br />DATE: <br />12-12-2018 <br />SHEET NO: <br />tiv 'r; <br />�a <br />