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Home My WebLink AboutS-701 - TYPICAL MASONRY DETAILSRELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes City of Carmel �i `��¢m�' lamn�Ml1 � onrE: 09/19/19 CMU LINTEL SCHEDULE LINTEL SIZE gTM. TOP EXTEND TIES SPAN DESIGNATION BARS PASTOPNG. 8-A 8"x8" 2-#5 - 8" - TVP.WALL<q-g^ 8-B 8"x16" 2-#5 2-#5 16" - TVP.WALL<8-0" 8-C 8"x24" 2#5 2#5 16" #3AT8" O.C. TVP. WALL <12 0" 12-A 12"x8" 2-#5 - 8" - TVP. WALL <4 8" 12-B 12"x16 2aF5 2at5 �6" - TVP. WALL <8 0" 12-G 12"x24 2aF5 2at5 �6" #3AT8"O.G. TVP.WALL<�20" LINTEL TYPES: a r� p� � �� USE KNOCKOUT BLOCK WI (2) #5 MIN. UNLESS BOND BEAM OCCURS W/LARGERBARS #3 TIES W/ 180° HOOKS AT EA. END IN GROUTED CELLS - SEE SCHED. A B � FOR SPA. NOTES: L LMTEL BLOCKS AND BOTTOM BARS TO EXTEND PAST CMU OPENING TO W IDTHS INDICATED IN SCHEDULE. CUT OUT BOTTOM SHELL OF LINTEL BLOCKS AT BEARING TO ALLOW INTEGRAL GROUTMG OF LINTEL 8 FlLLED CELLS BELOW AT BEARMG. PROVIDE FlLLED CELLS FULL WIDTHOF BEARINGS INDICATED WITH VERTICAL IN EACH CELL EXTENDING FROM FLOOR TO FLOOR TO ROOF. USE BAR SIZE INDICATED FOR WALL THICKNESS. 2. CONSTRUCTION JOINTS SHALL NOT OCCUR W ITHIN 2" OF THE ENDS OF THE LINTEL BEARINGS. 3 LINTELS SHALL BE GROUTED SIMILAR TO WALLS. ALL GROUT MUST BE CONSOLIDATED PN ICE, ONCE W ITHM 5 MINUTES OF PLACEMENT AND ONCE 15-20 M INUTES AFTER PLACEMENT. ,2 CMU LINTEL SCHEDULE '�. ��oi ' vz. — r-o. DOWEL, MFTCH SIZE AND SPACING OF VERT. REINF. MASONRV WALL � - � — gOND BEAM, PTSLAB GROUTSOLID I I �T/SLAB SEE PLAN � o�', � �o REINF. PER PLAN ` � w 1/2"x8'k8" EMBED PL � o W ITH (2) llP' DIA. X 4 LONGSTUDS. SPACE PLATES AT 3'-0 — BOND BEAM, O.C. ALONG WALL GROUT SOLID 12" DIA EXP. ANCHOR 4" MIN. EMBED. CONNECTTO WALL WITH Sx3x1/4"X6"LONGCLIP ' � ANGLE AT 3'-0" O.G. USE LONG SLOTTED HOLE ORIENTED VERTICALLV ,3' NON—BEARING MASONRY TO SLAB . 5101 : 3/4• = 1• �• STD STD LAP QVP) HOOK HOOK DOWELSTOMATCHAND LAP W/ BOND BEAM REINF � 1 . . . . . ... � I III I I I I r ��'— BOND BEAM REINF . � I 3 BOND ' BEAM REINF WALL� THK. #2SPACERSAT48"O.C. �� BOND BEAM REINF., SEE PLAN AND SCHEDULE 9 TYP. BOND BEAM REINFORCEMENT ��,. s��oi ; r. _ �._o.. WALL� THK. IgOND6EAMATTOPWALLI _ _I � ONDBEAMATTOPWALLt--Ir --_-- — -- — -- T �� I - . . — . � II�. �. . I.� I . . . .I I. �- �i r�------------�� i� . .� i� II. I� II. I. I. I. i I I. �� STEEL LINTEL � I. � I I� � MASONRV LINTEL � d' . �. I� BEARING 5. ' . . I � —_ —_— �, I. � I� PLATE(TVP). � I �A � �.SEESGHED. � I - � � � . SEE SCHED_ � - 1 � � � � lij� �� I >VERTICAL �I :� II � � I MASONRY I�� REMETO I� � MASONRY .--�. OPENMG r� .. MATCH I OPENMG � WALL I I I . . I I - I i- � REINF I� i I � I --- L I I I � I.I " II. � �. . . 1____________1 I. � ___ __ L I. -.� . ;�. [ I ��A� I !I I 8" DEEP BOND BEAM (OMIT � VERTICAL REINF. TO -'— 8" DEEP BOND AT DOOR OPENMGS) MATCH WALL REINF. BEAM (OMITAT DOOR OPENINGS) ,o TYP. WALL OPENING REINFORCING . 5�101 : 3/8" = 1'-0" 6" MIN. WALL MAV CONTINUE ABOVEBEAM � WRAPBEAMW/ ... BUILDING PAPER. BUILD BEAM INTO CMU WALL BEARING PLATE, SEE PLAN CMU WALL, SEE PLAN �i NOTES: SECTION 1. BEAMS 10'-0" OR LESS SHALL HAVE'GUIDE BARS' AT BEARING PLATES AT ONLV ONE END OF BEAMS. BEAM 2. BEAMS GREATER THAN 10'-0" SHALL HAVE'GUIDE BARS' AT �� BEARMG PLATES AT BOTH ENDS OF BEAMS. 3. DO NOT W ELD BEAM TO BEARING i PLATE WHERE'GUIDE BARS' CMU WALL —'"�� CONNECTIONSOCCUR. �� BEARING 4� FlLLALL CORES W ITH GROUT PLATE FULLHEIGHTBELOWBEARWG. SEE PLAN PLAN BEAM PERPENDICULAR TO MASONRY WALL ENCASE BEAM IN MASONRV I:iY_\:ll�[H�C\Itl ELEVATION NOTES: 1. BEAMS 10'-0" OR LESS SHALL HAVE 'GUIDE BARS' AT BEARMG PLATES AT ONLV ONE END OF BEAMS. ► SEE NOTES . � 3116" 3" MIN 1I2"x1/2"x0'-4"GUIDE � �-' BARS (NEAR SIDE AND ' FARSIDE�AS : SPECIFIED IN NOTES- �� WELDEDTOBEARING SECTION PLATE ONLY PROVIDE NON-SHRMK GROUTASNECESSARV TOACHIEVE PROPER BRG. EL. � �— GROUTED CMU . (NOBEARMGATBRICK). — #4 FULL HEIGHT IN GROUTEDCORE(UNLESS OTHERW ISE NOTED). 2. BEAMS GREATER THAN 10-0 — gEAM, SEE PLAN SHALL HAVE'GUIDE BARS' AT BEARING PLATES AT BOTH ENDS ✓ BEARMG PLATE, OF BEAMS. SEE PLAN 3. DO NOT W ELD BEAM TO BEARMG PLATE WHERE'GUIDE BARS' HOPoZJT CMU WALL CONNECTIONSOCCUR. REMF 4. FILL ALL CORES W ITH GROUT FULL HEIGHTBELOW BEARMG. SECTION BEAM PARALLEL TO MASONRV WALL ;; , STEEL BEAM LINTEL DETAIL � 51C1 : 3/4•' = 1• 0•' � SEE NOTES 3/16" 3" MIN � -. T/STEEL EL. � SEE PLAN 1I2" x 1/2" x 0'-4" GUIDE BARS (NEAR SIDE AND FAR SIDE) AS SPEQFIED INNOTES-WELDEDTO �—� BEARMGPLATEONLY SECTION ARTIAL HEIGHT COURSE !K GROUT AS NECESSARV TO ROPER BRG. ELEVATION. VERTICAL REMF. � CENTERING CLIP �� I � f t � � � � . � HORRONTALREMF. ! CMU ' CENTERING CLIP VERTICAL VERTICAL —. — CENTERING REINF. CENTERING REINF. CLIP CLIP � j� � � ; ¶ , �.�� 1 L�� L I � �,,�Q�:, � � HORRONTAL I REINF. CMU � CMU ' �" CAGING DEVICE DUAL-CENTERING CLIP NOTE: 1. CAGMG DEVICES AND CENTERMG CLIPS SHALL BE FORMED FROM #9 HARD W IRE; SPOT W ELDED AND GALVANRED 5 TYP. MASONRY REINFORCING CLIPS '�. ��oi ; �.. _ �._o.. �❑ ❑a o❑ ❑o VERT.WALLREMFM �—CONTROLJOINT GROUTED CORE PLAN :� MATERIAL — �� — —� i . . . i .. .. �" 6 I •lf. � 6 � I —_—. .. I I �. -- . :: : �. I ..... . I I �.......� I I "�� BONDBEAMREMETO I I BE CONL THRU � CONTROL JOINT, SEE I �� SIS401 ELEVATION NOTES: 1. BOND BEAM REINF. SHALL NOT BE LAPPED W ITHIN 8'-0" OF CONTROL JOINT. 2. HORRONTALJOINTREINF.SHALLBEDISCONTINUOUSATCONTROL JOINTS. 3. CONTRACTOR SHALL OBTAIN ARCHITECT'S APPROVAL OF CONTROL JOINT LOCATIONS, W HICH SHALL NOT EXCEED 25'-0" O.C. fi TYP. MASONRY CONTROL JOINT ', g101 ; p. _ �. Q.. VERT. REINF. (CONT. THRU BOND BEAM) CORE FILLED SOLID WITHFINEGRWT �1 / � �E( � HORRONTAL — � � r REINFOROMG i � � �� OONO. MASONRV � � BOND BEAM UNITS s _� � � � — #2 SPACERS AT 48" O.C. ; "� TYPICAL MASONRY BOND BEAM �� ,o, „��..=,._o.. INTERRUPTREINF.BARS � (1)-1/2"DW.SMOOTHBAR2'-8" AT CONTROL JOINT LONG, APPLY GREASE TO ONE END. INSTALL LEVEL a — -- � �_ _= a —� w _� I _� w -- - ��- -- �, — -- � � � , � .. i `,_.. . . BOND BEAM BLOCK � I � CONTROLJOINT MATERIAL HORR.REINF.,SEEPLANJ� —RAKEBACKJOINTAND AND SCHEDULE SEAL BOTH SIDES e BOND BEAM DETAIL �,o, ; ,.._,._o.. — SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS SEE MASONRV LAP SPLICE LAV UP NEXT 4'-0" OF WALL AFTER SCHEDULE (GEN. STRUCT. LOW ER SECTION IS GROUTED NOTES) FOR LAP LENGTH . STOP GROUT 2" (MIN.) BELOW TOP OF UNIT IF POUR IS STOPPED FOR MORE THAN ONE HOUR VERT. MASONRV REINF., SEE � PLANANDSCHEDULE � FULLVGROUTALL 1"V�o MASONRVCORESSOLID - GROUTTOCONFORMTO LL ASTMC4]6SUBMITMIX J DESIGN FOR REVIEW. MAX � AGGREGATESIZE=3/e" � WITHS"T011"SWMP. DO x NOT � USE SAME MIXAS USED FOR TIE BEAMS � NOTES: 1. DONOTGROUTUNTILMORTARHASSETSUFFICIENTLV TO W ITHSTAND THE PRESSURE OF THE GROUT. WAIT NO LE55 THAN 24 HOURS. '; LOW LIFT GROUTING DETAIL '�.. s��oi ; ve.. _ �._o.. SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS � STOP GROUT 2" (MIN ) BELOW TOP SEE MASONRV LAP SPLICE OF UNIT IF POUR IS STOPPED FOR SCHEDULE (GEN. STRUCT. MORE THAN ONE HOUR NOTES) FOR LAP LENGTH J- � MAX.HEIGHTOFPOUR=12-0". WAIT3T05 VERT. MASONRV REMF, SEE '�� MINUTESAND CONSOLIDATE WITH FLEXIBLE PLANANDSCHEDULE . CABLEVIBRATOR. RECONSOLIDATEPRIOR TO PLACEMENT OF NEXT LIFT (APPROXIMATELV 20 MINUTE DELAV) GROUT TO CONFORM TO ASTM C4]6 SUBMIT MIX DESIGN FOR � REVIEW. MAXAGGREGATESIZE= 3I8" W ITH 8" TO 11" SLUMP. DO NOT USE SAME MIX AS USED FOR TIE BEAMS PROVIDECLEANOUTHOLE,MINIMUM SIZE 3"x3". OVERHANG MORTARAND DEBRIS TO BE REMOVED FROM �-�� INSIDECELLWALLS.SEALPRIORTO GROUTING BUTAFTER INSPECTION. NOTES: 1. DONOTGROUTUNTILMORTARHASSETSUFFlCIENTLV TOWITHSTANDTHEPRESSUREOFTHEGROUT. WAIT NOT LESS THAN 24 HOURS. 2 HIGH LIFT GROUTING DETAIL '�. s.,o, ; ,��.._,._o.. GROUT TEST PRISM � l l 'l �� (4)-Sx8xi6CMU COVER UNITS USING �I I �� BLOCKS REQUIRED ABSORPTNEPAPER I TOWELMGW/TAPE ,,'��..� �� 3"x3"xi 5/8" WOOD BLOCK � FRONT BLOCK REMOVED FOR CLARITY 3 GROUT TEST MOLD (ASTM C-1019) �� s.,o, ; ,��.._,._o.. -�"��-._.. :� (2)-1"x3"SLEEVEANCHORS I �- -:'�.11,� I - VERTICAL BAR POSITIONER � SIM ILAR TO HB #RB PLACE �-- -� � AT 8 0" O C. VERTICAL �I I I I �� ' APPLVPOLVURETHANE I� I I;� SEALANT — SLIP SET STYLE BY . �- . HB AT 32" O.C. VERTICAL CROSS WALL TIE GROUT VERTICAL CORE SOLID TO BOTTOM OF LMTELBLOCKBEFORE POURING BOND BEAM I 1 � "� � ///� � CUT OUT BOTTOM OF � � LINTEL BLOGK WHEf2E LMTEL BLOCK � VERT. CORE AND REINF. ' � BAR CROSS BOND BEAM BOND BEAM - VERT. REINF. 4 MASONRY DETAILS .. 5�1C1 ; p• = 1• �•• BAR POSITIONER � NO MORTAR IN HEAD JOINT INSTALL POLVURETHANE SEALANT AS RE�'D � GALVAMZEDSTEEL MESH WALL TIE AT 24" O.C. VERTICAL INTERSECTING WALL CONTROL JOINT ZP Investments, LLC Office North Illinois St Carmel, IN 46032 Owner ZP Investments, LLC 11460 N Meridian Street Carmel, IN 46032 317-705-5050 Architect RATIO 101 South Pennsylvania Street Indianapolis, Indiana 46204 3� 7-633-4040 Structural Engineer CE Solutions, Inc. 10 Shoshone Drive Carmel, IN 46032 317-324-6024 Mechanical / Electrical Engineer Heapy Engineering 3850 Priority W ay S. Dr #204 Indianapolis, IN 46240 317-571-8795 Civil Engineer Civil & Environmental Consultants, Inc. 530 East Ohio Street G Indianapolis, IN 46204 371-655-7777 SEAL � DATE O6/21/19 OpVI� Tq` ��1`�Q o\'siF f !�9 */ No �*z .�,PE19900097 �� 'D�� STAiE OF � �" oF�S�ONAI EaG`� �' :, �� ry� ninn�e� � ��.. r � SHEETISSUE 1 Issued for Construction r�, RAT I O wvm�r rer a remai�ano�n�n�can�czmvn�c��nncanro�nce nrvoswn ..a.xewar� r�u.wrxen.a,wwnrcrs ry usFnss o o ru c orvureFunFumxou*aaoaua**vuwrvsvu*orw*o ewecre�urx�x,ec, va��sarmvm�urvoamEn�ese.�x�e. PROJECT NO. 18087.001 SHEET TITLE TYPICAL MASONRY DETAILS SHEETNUMBER S-701