Laserfiche WebLink
WALK - <br />PANEL <br />WT TO WE CONNECTION <br />SCALE: 3/4"=1 '-0" <br />'-5" W/ <br />0 BOLTS <br />T PER PLAN <br />WALK-ON CEILING <br />PANEL <br />BOT CHORD T6 <br />TRUSS PER PLAN <br />P L3/8' x 5 x 0 <br />(E) L8x4 LLV, TYP, <br />CUT ANGLE SECTION <br />TO ALLOW FOR Wl' <br />CONN <br />WT TO (E) T6 TRUSS CONN <br />SCALE: 3/4"=1 '-0" <br />E) TRUSS <br />1 3/4" PL3/"XO, <br />78 5 W/ <br />(2) 3/4"0 BOLTS <br />—WT PER PLAN <br />Y4 <br />Y4 +-�IEA SIDE <br />T&E <br />TYP <br />D'_8" <br />TRUSS VERT <br />4 �T& B <br />MEMBER <br />WT6x20xO'-20" <br />FOUR <br />SIDES Y4 <br />TYP <br />NOTES: <br />1. REUSE EXISTING FAN FRAME DROP SUPPORT MEMBERS <br />IF POSSIBLE. <br />FAN FRAME DROP <br />SUPPORT CONN AT TRUSS <br />SCALE: 1"=1 '-0" S51 2-4 <br />MASON INDUSTRIES----\ <br />Z-1225-1000 <br />SEISMIC SNUBBER <br />HSS6x5x)/4 < <br />x AS READ HSS PER <br />PLAN <br />NOTES: <br />1 CONTRACTOR TO LATERALLY <br />ADJUST HSS6x5 SHIM MEMBER <br />TO ACHIEVE MFR RECOMMENDED <br />MAX CLEARANCE BETWEEN <br />SNUBBER AND FAN SUB -FRAME. <br />FRAME MOUNTED FAN <br />SEISMIC RESTRAINT <br />SCALE: 1"=1'-0" <br />S455-1,S512- <br />,3LS512-4 <br />sym REVISION BY APPROVED I DATE SYM I <br />ORIG 45-001 PROCESS AIR REVISIONS 1786915 CEI EO 12.13.19 <br />/EA SIDE <br />'3/16 \TYP <br />RFS 1 63B I S512-4 <br />\,--HSS9x5 LLH <br />TYP <br />3/16 <br />HSS POST. <br />@ SIM: CONT HSS COL <br />ELEVATION <br />FAN FRAME <br />HSS TO HSS POST CONN <br />SCALE: 1"=1'-0" S51 2-31 S512-4 <br />[W.Awbollol <br />ANCHOR <br />PER BOLT BY <br />MFR MFR <br />SNUBBER <br />ANCHORS <br />Qwalll <br />BY MFR <br />EA SIDE <br />p 3/1 6 k TYP <br />SECTION A -A <br />FAN FRAME <br />BRACE TO HSS CONN <br />SCALE: 1"=1'-0" <br />REVISION <br />"'S POST. <br />SIM: CONT HSS COIL <br />CONC SLAB <br />S512 aS512-4 <br />BY APPROVED DATE <br />L E) TRUSS <br />1 7 1Ava <br />(E) CHA <br />PER PL, <br />(E) WALL PANELING. ................. ................ <br />CUT PANEL SECTION <br />TO ALLOW FOR W12 BM PER PLAN <br />CONN <br />SEC I IUN A -A <br />WT TO (E) T8 TRUSS CONN WE TO (E) CHANNEL CONN <br />SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" '3 D S512-4 <br />RFS1 63 S512-4 RFS1 6 <br />E7` Ll C' 0 1 n, 0 T&B CAP PL W/ SEAL <br />(E) HSS10x8 306 WELD, TYP T&B <br />HSS6x4 <br />677XNS/FS <br />TYP <br />IS/FS NS/FS <br />0-) <br />3/16 HSS5x4 <br />1 <br />(E) PLENUM--,,, <br />W/ WALL <br />BOLTS <br />W12 PER <br />PLAN <br />(E) PLENUM <br />CURB <br />FAN FRAME EXTERIOR <br />DROP SUPPORT CONN <br />SCALE: I 1'-0 <br />S512-31 S512-4 <br />< <br />W6xl 5 <br />MIN <br />NOTES: SECTION A -A <br />1. CONTRACTOR TO LATERALLY ADJUST W6x15 SHIM <br />MEMBER TO ACHIEVE MFR RECOMMENDED MAX <br />CLEARANCE BETWEEN SNUBBER AND FAN SUB -FRAME. <br />FAN FRAME <br />BRACE TO HSS CONN <br />SCALE: 1"=1 -0" S51 2--3LS5 2-4 <br />T& <br />TY <br />FAN FRAME INTERIOR <br />DROP SUPPORT CONK <br />SCALE: 1"=1'-0" <br />SS3x3 <br />RACE <br />S512-31 S512-4 <br />PLENUM <br />WALL <br />3 BAR 211 CONT,'R7 <br />A <br />5" OC, <br />MR.; <br />PLENUM <br />CURB <br />'ROUGHEN SURFACE TO <br />(2) 6" #3 DOWEL @ <br />Y4" AMPLITUDE, CLEAN 8c <br />5 " OC @ EA END. <br />APPLY BONDING AGENT <br />DRILL & EPDXY, <br />EMBED 3" <br />(E) PLENUM <br />SEMCO PLENUM WAL-L,i PANEL, <br />DESIGN PER MFR. <br />CEILING <br />............ . ........ . .. .... ...... ..... <br />SEE NOTE 1. <br />. . ......... .......... <br />j <br />INSULATION PER. <br />MECH <br />BASE CHANNEL <br />FSEMCO <br />W1 HILTI KB-TZ Y4"O <br />C) <br />CONC EXP ANCHOR @ <br />FASTENER OPNGS, <br />EMBED 1),2` <br />PLENUM CURB <br />LL_ . .. . ..... <br />5; <br />CONIC SLAB <br />5 " #3 DOWEL @ <br />2 1 12",Z <br />10" <br />24" OC, DRILL & <br />TYP <br />VIF <br />APPLY INTO SLAB <br />IL <br />SECTION A -A <br />EPDXY, EMBED 3" <br />NOTES: <br />I PLENUM WALL PANEL <br />TO WITHSTAND 10" WC POSITIVE <br />PRESSURE WITH SEAL <br />CLASS A RATING, AND BE DESIGNED <br />TO COMPLY WITH LOCAL SEISMIC REQUIREMENTS. <br />2. SUBMIT PANEL DESIGN <br />AND SHOP DRAWINGS WITH <br />PROPOSED CONNECTIONS <br />TO (E) PLENUM TO FOR FOR <br />REVIEW. <br />PLENUM WALL <br />EXTENSION <br />SCALE: 1"=1'-0" <br />2Al2,RFS1'62I3IS51'2-4 <br />S. Oj <br />OFWASTHIS <br />ACCEPTABILITYDRAWN <br />CEI <br />DATE <br />12.13.19 <br />SUBTITLE <br />UK SECTONS & DETALS <br />DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />CHECKED <br />J. VOLKMAN <br />12.13.19 <br />NGINEER <br />TITLE 45-001 PROCESS AIR REVISIONS <br />:4 AV <br />APPROVED BY <br />DEPT. <br />DATE <br />J. VOLKIVAN <br />12.13.19 <br />I <br />CHECKED <br />I <br />36 <br />E. OJALA <br />12.13.19 <br />BUILDING 45-001 <br />APPROVED <br />C' <br />RAL <br />'IONAi, <br />APPROVED <br />IISTRUCTURAL MASTER COL.1-15/G-K <br />CURRENT REVISION SYMBOL DATE <br />1786915 0 R I G 12.13.19 <br />SHEET <br />S512-4 <br />JOB NO. COMP NO. <br />1786915 <br />E-FF, WA DWG NO. <br />EVER45-001-S512-4 <br />