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a <br />co <br />�D <br />• <br />JOIST REINF LEGEND <br />NOTE: <br />REINF TYPES AND LOCATIONS SHOWN ARE BASED ON INFORMATION <br />GATHERED FROM A SCOPE TRIP. THE INFORMATION OBTAINED MAY <br />HAVE BEEN LIMITED BY ACCESSIBILITY DUE TO CEILINGS, OTHER <br />OBSTRUCTIONS AND/OR STORE OPERATIONS. <br />• INDICATES ANTICIPATED LOCATION OF REQUIRED <br />JOIST PANEL POINT REINFORCING PER 2-S1. IF <br />REINFORCING PER 2-S1 CANNOT BE INSTALLED DUE <br />1 2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />$ <br />g <br />10 <br />11 <br />1 Z <br />TO EXISITNG OBSTRUCTIONS, PROVIDE REINFORCING <br />PER ONE OF THE OPTIONS SHOWN IN 3-S1. SEE ROOF <br />FRAMING PLAN FOR LOCATIONS. <br />* <br />I <br />I <br />I <br />I <br />I <br />I <br />UNIKNOWN AT THIS LOCATION. OR BIDDING <br />PURPOSES ASSUME LOCATIONS WILL REQUIRED <br />STANDARD REINF PER 2-S1 (REF DETAIL BELOW FOR <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />FIELD VERIFICATION CRITERIA). <br />IF NO SYMBOL IS SHOWN, IT HAS BEEN <br />DETERMINED THAT REINFORCEMENT FOR <br />THAT LOCATION IS NOT REQUIRED. <br />FIELD VERIFICATION CRITERIA: <br />I <br />REINF SHALL BE REQUIRED PER 2-S1 OR 3-S1 WHERE CENTERLINE OF <br />I <br />I <br />HEADER ANGLE OR VERTICAL LEG OF EXISTING CURB IS GREATER <br />THAN 3" FROM CENTERLINE OF NEAREST TOP CHORD PANEL POINT <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />3" OR_ <br />� <br />GREATER JOIST TOP CHORD <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />PANEL POINT <br />i <br />- <br />REF PLAN <br />NOTE #1 <br />OD <br />JOIST TOP CHORD <br />PANEL POINT EXISTING HEADER <br />a <br />o <br />� � <br />ANGLE (WHERE <br />❑ <br />o <br />❑ <br />REF PLAN o <br />❑ <br />o <br />RTU-35 <br />ETR <br />m z <br />z <br />U <br />APPLICABLE) <br />RTU-28 <br />RTU-30 <br />H <br />0 <br />o <br />RTU-34 <br />ETR <br />� W <br />a <br />m <br />NOTE #2 <br />RTU-31 <br />H <br />JOIST BOTTOM <br />J <br />H <br />G — <br />F <br />E <br />D <br />C — <br />B <br />A <br />ROOF F RAM I N G PLAN <br />1 1" = 20'-0" 6.7-1 <br />M4 I H H <br />H <br />a - REF PLAN <br />O <br />LL� °-w °drrp <br />� _r � LL <br />LLSfAyW y <br />Awp <br />Z O� <br />y <br />O 00 <br />U0 <br />ISSUE BLOCK <br />CHECKED BY: JSH <br />DRAWN BY: BWM <br />DOCUMENT DATE: 06/30/23 <br />JBA PROJECT NO: 2301500706 <br />NO. 83408 <br />J <br />IIli41 <br />6/29/23 <br />ENGINEER OF RECORD: <br />BENJAMIN B. BAILEY, P.E. <br />930 CENTRAL STREET <br />KANSAS CITY, MO 64105 <br />FLORIDA LICENSE #88408 <br />ROOF <br />FRAMING <br />PLAN <br />SHEET: <br />S2 <br />