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A B C D E F G H J K ARCHITECT <br /> 50'-0" 50'-0" 50'-0" 50.0" 50'-0' 50'-0" 50'-0" 50'-0" OF <br /> RECORD <br /> JACOB S. BUSH <br /> E-36LH400/650 <br /> one.aw.665'M, 1..668.2p6.a626 <br /> E-36LH400/650 <br /> E-36LH400/650 �P�o WASn..eZN� <br /> O.cN' 'WOTE? <br /> 2 E-W24X62 _ 1q °R G� <br /> RECI26485 <br /> sreaE°�2�4�+ <br /> F,tt,J AL0 <br /> g 06/07/2024 <br /> A <br /> RTU-23 WEIGHT Name,Repismo,EKpimfion <br /> INCLUDING CURB=2400# <br /> JR#1 ��M B H <br /> JR#1 STRUCTURAL <br /> 3 E-54/ SN193 E-60G5 193 E-60G 193 E-60G 193 E-60G 193 E-60G 193 E-60G 193 E-6055 193 ENGINEERING <br /> ® 1166 Dublin Road,Suite 200 <br /> Columbus,OH 43215-1038 <br /> 614-481-9800 <br /> W W W.smbhinc.com <br /> RTU-24 WEIGHT RTU-18 WEIGHT RTU-19 WEIGHT Project No:123-011.020 <br /> INCLUDING CURB=2400# INCLUDING CURB=2400# INCLUDING CURB=2400# <br /> - (3)2x6 TYP @ ALL CURB <br /> LOCATIONS.SEE 1/S4.00 <br /> E-36/ 51,120.8 E-54/6 G5N20.8 E-603 20.8 E-6OG5 q20.8 E-60G 20.8 E-60G 20.8 E-60G 20.8 E-6035 20.8 <br /> 4 <br /> E-36LH400/250 RTU-20 WEIGHT <br /> INCLUDING CURB=2400# <br /> - Q e <br /> = 3 <br /> EXTG ROOF UNIT,TYP <br /> 5 <br /> E-36/ 5N20.8 E-54G 20.8 E-54G 20.8 E-54G5N20.8I E-54G 20.8 E-54G 2().B E-54G 2().B E-54G 20.8 <br /> ® a <br /> u }� <br /> RTU-26 WEIGHT RTU-21 WEIGHT RTU-22 WEIGHT <br /> RTU-25 WEIGHT INCLUDING CURB=2400# INCLUDING CURB=2400# INCLUDING CURB=240DN <br /> INCLUDING CURB=2400# <br /> JR#1 <br /> 6 JR#1 E-54/ SN19.3 E-60G5 19.3 E-6DG5 119.3 E-60119.3 E-WG 19.3 E-601193 E-WG 193 E-60G5 19.3 W <br /> LU <br /> `W <br /> ■ g ® W moM <br /> � a�Q <br /> <W <br /> Q ^DO W <br /> �O m W <br /> Revisions/Submissions <br /> PARTIAL ROOF FRAMING PLAN A ID Description Date <br /> PERMIT SET 06.072024 <br /> 1/16"=V-D' BLDG JOIST REINFORCEMENT SCHEDULE <br /> NORTH <br /> 1. DESIGN LIVE LOADS:ROOF LIVE LOAD=25 PSF. MARK DIAGONAL REINFORCEMENT HORIZONTAL REINFORCEMENT <br /> REFERENCES:GENERAL STRUCTURAL NOTES-S0.00. (TYPE) START r) END START 1') END <br /> 2. SYMBOL LEGEND: <br /> ® -INDICATES FRAMED OPENING-PROVIDE FRAME USING(3)2x6-4 SIDES.CONTRACTOR COORDINATE OPENING JR#1 0'-0" 10'-0" 0'-0" 12'-0" <br /> SIZES WITH MECHANICAL AND ARCHITECTURAL REQUIREMENTS.SEE SECTIONS%2/54.00. <br /> 1. SEE 3&4/SS4.00 FOR JOIST REINFORCEMENT REQUIREMENTS. <br /> JR# -INDICATES JOIST REINFORCEMENT,SEE SCHEDULE ON THIS SHEET. 2.(')INDICATES END OF JOIST w/UNIT. <br /> 3. REINFORCE JOIST END SEATS PER 5154.00 WHEN JOIST IS REINFORCED w/ <br /> DIAGONAL BRACING AT THE END OF THE SPAN(AS SPECIFIED ABOVE). <br /> ®2024 JACOB S.BUSH <br /> Project Number: 763298-01 <br /> Scale: AS NOTED <br /> Drawn By: JH <br /> A K U Checked By: SF <br /> 1 Date: 06/07/2024 <br /> Issue: <br /> Drawing Title: <br /> A <br /> PARTIAL ROOF <br /> 7 FRAMING PLAN <br /> KEY PLAN <br /> -1.LE S2.00 <br />