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seal: <br />O <br />i <br />N m <br />O <br />I <br />0 <br />T— <br />Is <br />m <br />t <br />18'-8" 21'-4" <br />41_211 `1_l 31-211 / 1_211 11 <br />11_q 11 ✓ 1`��1 <br />iM' 13— I ✓ `Y <br />5'-411 31_211 21_411 161_0ll 21_411 <br />10 <br />141_011 51-411 201_ CJQ 11 <br />-0 40'" <br />I <br />I <br />N <br />I <br />m <br />r <br />I <br />i <br />t- <br />T- <br />BLOCK PLAN. <br />SCALE: 1/4"=1'-0" (22xS4 SHEET) <br />SCALE: 1/0'*'-0" (110 SHEET) <br />LEGENP <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• 1:::.:.:::I EXTENT OF OVERFRAMINO <br />L_-_'J <br />�.,..,..,— _.w. ... ...V INDICATES 1/8" A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GNU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDIGATE5 POST ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />MA50NRY LINTEL PETA I L5 <br />REINFORCEMENT <br />MARK <br />DESIGNATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />M13-1 <br />&FS-OB/OT <br />----- <br />----- <br />MB-2 <br />SFS-IB/OT <br />----- <br />(1) #5 <br />M6-3 <br />SFI6-I13/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />SRF14-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST CO., <br />AND LOTT'S GONGRETE. <br />NOTES: <br />I. ALL LINTELS W SPANS 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. <br />2. SHORE FILLED LINTELS AS REQURIED. <br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. <br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 ksi <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL ASSEMBLIES <br />SEE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />GROUT = GROUT <br />BOTTOM REINF. <br />PREGAST LINTEL w/ PRECAST LINTEL w/ <br />_ EMBEDDED REINF. EMBEDDED REINF. <br />M13-1 MB-2 <br />m� <br />v <br />TOP REINF. OR CONT. CONT. BOND BEAM <br />BOND BEAM REINF. REINF. AS REQV <br />GROUT <br />BOTTOM REINF. <br />BOTTOM REINF. <br />-- PRECAST LINTEL w/ <br />PRECAST LINTEL WEMBEDDED PEW <br />rME3-3 <br />EMBEDDED REINF. <br />MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUGTURAL NOTES 8 SCHEDULES <br />- <br />-*r <br />JU'� <br />��•° TE O <br />© copyright r XPAi KOPR <br />`�` <br />ozZ <br />JCr_1 <br />W <br />W <br />z <br />CD <br />rn <br />z <br />z <br />W <br />J <br />L <br />Q <br />Z= <br />Q� <br />F— <br />U <br />A <br />gr�Q <br />03 ,e <br />W <br />C <br />W <br />C/7 <br />j <br />T� <br />m E <br />+ a <br />; A <br />Jz <br />�o <br />op <br />W <br />p <br />to <br />o <br />o coo <br />y <br />m Lr) <br />W <br />C N <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />NJ M <br />drawn by: <br />KG K <br />issue date: 04-1 4-20 <br />REVISIONS: <br />date: initial; <br />z <br />Q <br />J <br />0 <br />J <br />M <br />sheet: <br />0 <br />O <br />LL <br />J <br />U� <br />� <br />(D <br />0 <br />z <br />0 <br />x <br />o. <br />�Y <br />W <br />U <br />� <br />o a <br />'Q <br />p z <br />O., <br />J J <br />I F <br />Flo2.0 <br />