CL <( CL BPLEAATREIN(GTYP) _L...:::i=:'::'ti:--;:J- SEE SCHED. ..1 MO PAESNOINNRGY 8" DEEP BOND BEAM (OMIT J AT DOOR OPENINGS) VERTICAL H�"T"':...J.. REINF. TO ��+-< l.. MW A A T L C L H REINF _j MV EART CT IHC AWLARLEL I NR FE.I NTFO. \ , TYP. WALL OPNG. REINFORCING 3/8"= 1'-0" MO PAESNOINNRGY � 8B"EDAEME(PO BMOI TNADT DOOR OPENINGS) V ET RH TR. URBEOI NNFD. ( BCEOANMT) C OWRI TEHFFI LI NL EE DGSROOLUI DT - - . _, RHEOI NRFI OZ ORNC TI NAGL BCOONNDG .BMEAASMOUNNRIYT S #2 SPACERS AT 48" O.C. :5 CL UJ UJ U) INTERRUPT REINF. BARS , AT CONTROL JOINT \ \ BOND BEAM BLOCK _J HORIZ. REINF., SEE PLAN AND SCHEDULE G)��.� D BEAM DETAIL STD HOOK :5 :c:':,_;:/--- ·�� B B OEA N MD -� •. -:.i • . r,;; .: REINF. I WALL I r� 1 (1) - 1/2" DIA. SMOOTH BAR 2'-8" / LOONNEGE, NADP PI LNYS TGARLELALSEEV TE OL " "- CONTROL JOINT MATERIAL SR E A A K L E B B OA T C H K S JO ID I EN S T AND LAP (TYP) G) T��.: BOND BEAM REINFORCEMENT ;' (2) -1" x 3" SLEEVE ANCHORS r VS EI MRI LT AI CRA TL OB AHRB P# RO BS I PT lL9ANCEER AT 8'-0" O.C. VERTICAL L \ ASEPAPLLAyNPTOLYURETHANE L HS LBI PATS E3T2 "SOT.YCL. E B Y VERTICAL CROSS WALL TIE BAR POSITIONER SG OR LOI DU TT OV EBROTTI CT AOLMCOOFR E PL IONUT ERLI NBGL OB OC KN DB EBFEOARME HN EOAMDOJROTI NA TR I N PI NOSLTYAULRL E T H A E LCI UN TT EOLUBTL BOOCTKT WO MH EORFE BV AE RR TC. RC OO SRSE BAON NDDR BE EI NAFM. \ _ SGEAAL LVAANNTI ZAESD RS QE E' DL MESH WALL Tl AT LINTEL BLOCK 24" O.C. VERTI AL BOND BEAM -VERT. REINF. AND CORE INTERSECTION INTERSECTING WALL CONTROL JOINT MASONRY DETAILS 1"= 1'-0" V E RRTEI CI NAFL CMU VERTICAL REINF. � r CENTERING CLIP HORIZONTAL REINF CMU CENTERING CLIP CCELINPTERING VER R T E IC IN A F L . -, CMU � CCLEINPTERIN RHOEIRNIFZONT L CAGING DEVICE DUAL-CENTERING CLIP NOTE: 1 #C9A HGAI NRGD DWEIVRIEC; ESSPAONTDWCEELNDTEEDRAI NNGD CGLAI PLSV ASNHI AZ EL LD .B E F O R M E D F R O M s TYP. MASONRY REINFORCING CLIPS �6 1"= 1'-0" J □ □ '---!-------'. \-------------'. □ □ [ ----�-----,�-�1�',-------�- - - VERT WALL REINF. IN GROUTED CORE PLAN MCOAT N E T RR I OA L L JOINT II \ I JI I ' I I I I I I I I ' I I - - --E ::; --=---=- = = ! ---=== I I I I ; . I I I I I I I I I ' I I I l=-- -E--cc =-�, =- I ----- I I I II [ " -- .". JI I I I I I I I : I I � RB OONDDT OB EBAEMCSOMN 0 T H I I I I ' ' II I I I I ELEVATION NOTES: II T S HE RE U 8 / C 1 O 6 NTROL OINT, 1. BOND BEAM REINF. SHALL NOT BE LAPPED WITHIN 8'-0" OF CONTROL JOINT. 2. HORIZONTAL JOINT REINF. SHALL BE DISCONTINUOUS AT CONTROL JOINTS. 3. SEE PLAN VIEW FOR CONTROL JOINT LOCATIONS - DENOTED "CJ". /6 TYP. MASONRY CONTROL JOINT 16 / 1"=1'-0" SSECEH ME DA US LOEN (RGYE LNA PS TSRPUL ICCTE NOTES) FOR LAP LENGTH VERT MASONRY REINF., SEE � PLAN AND SCHEDULE , FULLY GROUT ALL MASONRY CORES SOLID NOTES: SL OE CE APTLI AONNSOAFNGDRPOLUA TNENDOCTEELSL SF O R LLOA YWUEPR NSEEXCTTI4O'-N0" ISO FG RWOAULLT EADF T E R S SOTFOUPNGI TRI OF UPTO U2 "R( MI SI NS. T) OB EPLPOE WD FTOORP MORE THAN ONE HOUR '""'.Perr st II t:: -' :;; :::, :;; :;; GC 4R7O6 USTUTBOM ICTOMNI XF ODREMS I GT ON AF SOTRM R3 /E8 "VWI E IWT H M8 "ATXOA1G1G" SRLEUGMAPT .E DSOI Z EN=O T USE SAME MIX AS USED FOR TIE BEAMS 1. DWOI T NH OS TT AGNRDOTUHTEUPNRTEI LS SMUORRET AORF HT AH SE SGERTOSUUTF FWI CA II ET NNTOLTY T O LESS THAN 24 HOURS. (I) S��..LIFT GROUTING DETAIL SSECEH EMDAUS LOEN (RGYE LNA. PS TSRPUL ICCTE. NOTES) FOR LAP LENGTH VERT MASONRY REINF, SEE � PLAN AND SCHEDULE NOTES: ,FF_,, SL OE EC APTLIAONNSOAFNGD RPOLUA TNENDOCTEELSL SF O R I STOP GROUT 2" (MIN.) BELOW TOP OMFORUENITTHIFANPOOUNRE IHSOSUTROPPED FOR MM IANXU. THEESI GAHNTD OCFOPNOSUORL =I D A1 2T ' E- 0 W" . I TWHA FI TL E3 XT IOB L5E TCOABPLLEAVCIEBMREANT OT ROF RNEECXOTNLSI FOTL I D A T E P R I O R (APPROXIMATELY 20 MINUTE DELAY) GC 4R7O6 USTUTBOM ICTOMNI XF ODREMS I GT ON AF SOTRM REVIEW. MAX AGGREGATE SIZE= U3 /S8 "E WS IATMHE8 "MTI XO A1S1 " USSLEUDM FPO. RD OT I EN O T BEAMS DS P I R E Z B OE R V 3I I " S D x E 3 T " O C L O B E E V A E RN R E OH M UA O N T V GHE O DM L OFE RR , OT M A M INR I MANU DM IGNRS OI DUET CI NEGL LB UWTA AL LFST .E RS EI NA SL PPERCI OT IRO TN O 1 DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WLEISTHSSTTHAANND2T4HHEOPURRESS.SURE OF THE GROUT. WAIT NOT ( ' �)�· � �·�· LIFT GROUTING DETAIL CAOB VS EORR PUTNI VI TES PUASPI NE GR TOWELING W/ TAPE 3"x3"x1 5/8" WOOD BLOCK GROUT TEST PRISM (4) BLO - C 8x K 8 S x16 CMU REQUIRED f3 GROUT TEST MOLD ASTM C-1019 16 1/2"=1'-0" -- z � ......:i --l ....... .,, <( N:z � � u U.l z :c o:l >-" f-- µ... � CG 2 0 06 "" � u >-- >- r.r.l E---< s z ....... u ' u ,...., - z - - REVISIONS �Solutions struc:tural engineers 8�!.lc<!W.'"' 100 <'.>;ut.:.9l ;· ,.....,. '<Of<llll .,..,.....,,., ,.� BID SET © 2025 Midwestern Engineer5_ Irtc. 802 West Broadway Street P.O. Box 295 Lt>Ol!OOlC<.'. intlian.i 47553 DATE fRII SIJN ,Q,� ��MB ��� O.c. � tEK {g . T A tti NOM@ rn 2024090-00 1 6 " OF FILE NUMB ER 44640 Do Not Use Plan Previews for Take Off
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