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0 <br />I <br />0 <br />r— <br /><t- <br />_I <br />0 <br />I <br />T— <br />C) <br />T- <br />I 7 <br />v- <br />Is <br />m <br />I <br />yy//�� 18'-81' 211-411 <br />41-211 41 5-2" ( 1_211 5I_�J 11 5I-6111 ij 1 C/11 �1_411 <br />rf vl `r <br />51-411 31-211 51_611 21_411 I/ I_011 21_411 do <br />14f_01I 51_411 201-a II <br />401_011 <br />1 <br />w <br />N <br />I <br />r— <br />r-- <br />r— <br />BLOCK PLAN <br />SCALE: 1/4"=1'-0" (2244 SHEET) <br />SCALE: 1/6"=1'-0" (110 SHEET) <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• = = = = = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />177-7-7-7-71 <br />I::::. * : * . I EXTENT OF OVERFRAMING <br />L'-'- -'J <br />�- -- - INDIGATE5 I/8"xI" 5AW GUT GONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />El (5EE NOTE5) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />MASONRY LINTEL DETA I L5 <br />REINFORCEMENT <br />MARK <br />DESIGNATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />M3-1 <br />8F8-0B/0T <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />---- <br />(1) #5 <br />MB-3 <br />BFIb-IB/IT <br />(1) #5 <br />(1) #5 <br />145-4 <br />SRF14-I5 <br />----- <br />---- <br />APPROVED LINTEL MANUFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'5 GONGRETE. <br />NOTE5: <br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. <br />5. ALL REINFORCEMENT 5HALL BE GRADE bO, fy=60 ksl <br />b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MA50NRY LINTEL A55EMBL I E5 <br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADVL INFO <br />GROUT GROUT <br />BOTTOM REIN. <br />EPRECAST LINTEL w/ PRECAST LIME. w/ <br />EMBEDDED REINP. � � EMBEDDED REINP. <br />MB-1--11 MB-2 <br />m� <br />TOP REW OR GOM. CONT. BOND BEAM <br />BOND BEAM F39W. FEW. AS REGV <br />6ROUT 61ROUT <br />BOTTOM REBOTTOM REW <br />IN. • <br />--- PRECAST LINTEL W <br />PRECAST LINTEL w/ t B WDED REINP. <br />EMBEDDED REW <br />iv <br />MB-5 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />seal: NOV 10 2020 <br />J <br />® <br />No <br />STATE 01 <br />© Yr `. HER N & KULP <br />s `> �''Strudural Engineering,16c. <br />®t i <br />CD <br />Z <br />JLU <br />w <br />Z <br />� <br />CD <br />Z <br />r- <br />w <br />J <br />CL <br />� <br />Q <br />Z= <br />Q� <br />U <br />, 4 <br />Y <br />cUJ <br />�j <br />°° E <br />_J <br />z <br />a) CD <br />o <br />W <br />H <br />y <br />W <br />m <br />© N <br />� <br />M d <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />MJT <br />issue date: 1 0-1 2-20 <br />REVISIONS: <br />date: initial: <br />sheet: <br />Q <br />0 <br />J <br />LL. <br />J <br />W <br />[] <br />Z <br />0. <br />Q <br />OC <br />Q <br />LLi <br />U <br />2 <br />F- <br />a <br />0..� <br />r Y <br />Z <br />J J <br />Fw2.0 <br />