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VERIFY WITH EQUIPMENT SUPPLIER <br /> TO SUIT MECHANICAL EQUIPMENT <br /> PREFAB LEVEL <br /> CURB ANCHORAGE ARCHITECT <br /> --------- _________ TO CURB BY MFR <br /> CONTRACTOR TO VERIFY OF <br /> FOR LEVELING PLATFORM <br /> USE 4SHAPED CONT ALL #10 SCREWS x2" EXTG PLYWOOD LOCAL REQUIREMENTS FOR <br /> AROUND w/1/2"O LAG LONG 012"OC OVER 2X RAFTERS WELDING <br /> NEAR EXITRING RECORD <br /> WELDING NEAR EXISTING <br /> SCREW ENT INT w/4" _———————— _________ REMOVE AND REPLACE SHEATHING ALL AROUND WOOD CONSTRUCTION. J A C O B S. BUSH <br /> EMBEDMENT INTO <br /> FRAMING MEMBER BELOW ———————— <br /> ROOF SHEATHING AS REQD FOR TOP FLANGE TOP CHORD LOAD 1/8 1 TYP <br /> HANGER INSTALLATION,TYP 500#MAX <br /> ---------- <br /> 6"CONT SEE PLAN FOR DIMENSION <br /> ——————— EA END 3/8"0 CONTINUOUS BARS.SEE EXTG STL JST NEW REINS ANGLES ns moms..w. <br /> 2-12 SCHEDULE FOR BAR EXTENTS.SPLICE EXTG WOOD NAILER BOTH SIDES,TYP r �'4W <br /> EXTG EXTG <br /> ANY JOINTS IN BAR PER 3A/54.00 AND SUPPORTED 2X ore.aaases owo r�..eeesoa.aers <br /> WOOD WOOD RAFTERS NOT SHOWN <br /> NAILER SIMPSON LUS210-3 NAILER REINFORCEMENT ANGLES WHERE <br /> OCCURS(NOTCH AROUND CONTINUOUS <br /> BARS AS REQ'D TO ACHIEVE WELD <br /> SIMPSON BA4.68X9.125 LENGTH,SEE 4/54.00 FOR ADD'L INFO \ EXTG DIAL WEB <br /> l \ / CRIMPED ANGLE �P�Op WAU...eZN� <br /> STEEL BAR JOIST,SEE ♦ L2x2x3/16 MIN EXTG STL JST <br /> SECTION AA <br /> FRAMING PLAN FOR SIZE SPLICE BAR(MAX 2"GAP BTWN \ y <br /> BOT CHORD SUSPENDED EA SIDE OF JOIST WEB BARS)-LENGTH=GAPt16'• FA SIDE <br /> LOAD 500#MAXIMUM C CONT T. SPLICE EXTG STL JST \\ / DIAGONAL REINFORCEMENT.SEE SCHEDULE <br /> EA END 2-,2 WEB MEMBER \ FOR EXTENTS.WHERE SCHEDULED DIMENSION 2m2c485 43,' <br /> NOTES: 2"EE& MATCH WELDS SHOWN \ OCCURS BTWN PANEL POINTS,EXTEND REINS �•@R6CssTeaE GS' <br /> 1. CONCENTRATED MECH UNIT LOADS,FOLDING PARTITIONS,SUSPENDED LOADS, MIDPT 2-12 ON OTHER SIDE FOR \ / TO NEXT PANEL POINT `tt'i Al.6N <br /> ETC,SHOULD BE LOCATED AT JOIST PANEL POINTS WHERE POSSIBLE.WHEN NEW L2x2x3/16 NEAR > <br /> STEEL BAR JOIST @ 10'0.OC PANEL POINT IS NOT ACCESSIBLE,SUPPORT LOAD AS SHOWN. SEE DETAIL 3/S4.00 FOR BOTH SPLICE BARS &FAR SIDE,TYP <br /> NOTES: 2. ALL WELDING TO JOIST IS TO BE DONE WITH CARE AS NOT TO IMPAIR THE <br /> BAR TO JOIST WELDS 06/07/2024 <br /> 1.SEE DETAIL 2/54.00 FOR AUXILIARY WEB REQUIREMENTS. STRENGTH OF THE JOIST. NOTE:ALIGN WELDS WITH CONT BAR,DO NOT Name,Reaistation,Eeoiretlon <br /> 2.SEE MECHANICAL DRAWING FOR LOCATIONS,SIZES,AND JOIST PANEL POINTS ;A BAR SPLICE DETAIL TYP INTERRUPT BAR. <br /> QUANTITIES OF ROOF OPENINGS. 1/8 , SEE SECTION 3/54.00 <br /> 3.AT INTERRUPTED TYP RAFTERS @ 2'-0"OC,USE LU HANGER EA END 54.D0 N.T.S ==SM B H <br /> 42) DETAIL 2 DETAIL 3 DETAIL 4 DETAIL <br /> STRUCTURAL ENGINEERING <br /> 54.00 N.T.S TYP ROOF OPENING 54.00 N.T.S TYP SUPPORT OF CONCENTRATED 54.00 N.T.S TYP HORIZONTAL REINFORCEMENT 54.00 N.T.S TYP DIAGONAL REINFORCEMENT <br /> W/EXTG JOIST LOADS NOT AT JOIST PANEL POINTS FOR EXTG JOIST FOR EXTG JOIST 1166 Dublin Road,Suite 200 <br /> Columbus,OH 43215-1038 <br /> 614-481-9800 <br /> www.smbhinc.com <br /> DOUBLE NUT B Project No:123-011.020 <br /> EXTG ROOF SHEATHING LOCK HER <br /> EXTG JOIST SEAT TO BE 6B <br /> DOUBLE NUT 8. <br /> REINFORCED LOCK WASHER <br /> L4x4x3/8 1 1/2" S <br /> TYP 6A <br /> 8 <br /> HANGER ROD <br /> SEE DETAIL 2/54.00 FOR <br /> JOIST REINFORCEMENT <br /> EXTG JOIST.SEE 2/S4.00 <br /> NEW PL,TYP. TYP D ETA I LFOR <br /> Ec 1/8 SUPPORT NEAREST <br /> IN <br /> EXTG JOIST 6B ANGLE 6A NEAREST PANEL POINT,TYP <br /> 54.00 N.T.S TYP HANGER ROD CONNECTION <br /> 6A <br /> 5A DETAIL LS/2 5/2 <br /> 54.00 N.T.S SPRING ISOLATOR,TYP <br /> (INSTALL PER MANUF'S <br /> RECOMMENDATION AND RFELD L2x2x3/16 FROM <br /> COORDINATE LOCATION <br /> EXTG WOOD NAILER PER MECHANICAL DWGS) CATION TO NEAREST SEE TABLE BELOW FOR SUPPORT STEEL <br /> SA AND SUPPORTED 2X RD PANEL POINT. SIZE.SEE MANUFACTURER'S INSTRUCTIONS <br /> 3/8"PL TO MATCH JOIST SEAT 4.0 RAFTERS NOT SHOWNH SIDES OF JOIST) FOR BOLT HOLES AND END CONNECTIONS <br /> LENGTH-1",EA SIDE SUPPORT FAN.MAX WEIGHT 300 LBS.SEE <br /> 1/2"0 A307 HANGER MANUFACTURER INSTRUCTIONS <br /> ROD SUSPENDED UNIT FOR MOUNTING <br /> DOUBLE NUT&LOCK JOIST SPACING,5(FT) MEMBER SIZE B QTY <br /> WASHER,TYP <br /> 5<6' (2)L21/ZX21/2X1/4 <br /> L21/2x21/2x3/16 EXTG JOIST 6'<S<8' (2)L3X3X1/4 <br /> EXTG JOIST JOIST TO BE TYP TYP <br /> GIRDER REINFORCED 1/8 1 1/2 3/16 3 <br /> PER PLAN, L#8 SCREWS @ 8"c/c 8'<S 5 12' (4)L3X3X1/4 <br /> SEE 4/54.00 <br /> 5 DETAIL 6 DETAIL 6g DETAIL TYPICAL HVLS FAN SUPPORT <br /> 54.00 N.T.S S4.00 N.T.S TYP SUPPORT FOR SUSPENDED 54.00 N.T.5 TYP JOIST REINFORCEMENT 54.00 WT.S <br /> HVAC UNIT AT SUPPORT ANGLE 5 <br /> W <br /> W <br /> W <br /> Wo <br /> Do <br /> Lu FLu <br /> N <br /> < <br /> O m <br /> DIY <br /> J W <br /> r�Om W <br /> Revisions/Submissions <br /> ID Description Date <br /> PERMITSET 06.07.2024 <br /> ®2024 JACOB S.BUSH <br /> Project Number: 763298-01 <br /> Scale: AS NOTED <br /> Drawn By: JH <br /> Checked By: SF <br /> Date: 06/07/2024 <br /> Issue: <br /> Drawing Title: <br /> FRAMING <br /> SECTIONS & <br /> DETAILS <br /> S4.00 <br />