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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 />8 <br />9 <br />10 <br />11 <br />12 <br />TO EXISITNG OBSTRUCTIONS, PROVIDE REINFORCING <br />PER ONE OF THE OPTIONS SHOWN IN 3-S1. SEE ROOF <br />FRAMING PLAN FOR LOCATIONS. <br />EXISTING JOIST PANEL POINT REINFORCING <br />I <br />I <br />I <br />UNKNOWN AT THIS LOCATION. FOR 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 />FIELD VERIFICATION CRITERIA). <br />IF NO SYMBOL IS SHOWN, IT HAS BEEN <br />I <br />I <br />I <br />I <br />I <br />I <br />DETERMINED THAT REINFORCEMENT FOR <br />THAT LOCATION IS NOT REQUIRED. <br />I <br />i <br />I <br />FIELD VERIFICATION CRITERIA: <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />REINF SHALL BE REQUIRED PER 2-51 OR 3-51 WHERE CENTERLINE OF <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 />GREATER--;,, <br />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 />REF PLAN <br />NOTE #1 <br />�❑ <br />JOIST TOP CHORD <br />PANEL POINT EXISTING HEADER <br />o. <br />o <br />co <br />� z <br />z <br />ANGLE (WHERE <br />— APPLICABLE) <br />❑ <br />❑ <br />REF PLAN <br />❑ <br />RTU-35 <br />o <br />� � <br />U <br />a <br />NOTE #2 <br />o <br />0 <br />ETR <br />RTU-30 <br />� <br />ETR <br />� � <br />o <br />J JOIST <br />Hco a— <br />G <br />F <br />E <br />D <br />C - <br />B <br />A - <br />ROOF FRAMING PLAN <br />CHORD <br />�-R (L R- H H <br />w <br />U. <br />H w H H H <br />W �N�Q cco 6 o aw gF� <br />JLu 2 y�I y �W � Z <br />,maxx <br />Z ZN <br />� ~.��U��w <br />a— Ow0— <br />� wii3�~w��}uwi �w <br />Z a� wW wawLLw� <br />O <br />~ O <br />zZO <br />� ZW�LL�W V�QaO� <br />a. o�oNa�0°�$w�3 <br />v_,aw� iaQ3Q�5xxv, 3 <br />� 1x-OUoIlOOOtn�a'w�� <br />O <br />m <br />0 <br />00 J a <br />C� O � � <br />O 0 <br />o 0 <br />J <br />o <br />T o n <br />1. O o <br />Z o <br />M <br />N <br />O <br />w <br />N W <br />in <br />z <br />m <br />O <br />ISSUE BLOCK <br />CHECKED BY: JSH <br />DRAWN BY: BWM <br />DOCUMENT DATE: 06/30/23 <br />JBA PROJECT N0: 2301500706 <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 />