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NOTE: RAMING NOT TERMINATE WALL REINF. BAR SHOWN FOR CLARIFY. W/ STD. 90' HOOK @ 2"-3" FROM T/B.B. - PROVIDE STD. LAP KNOCK -OUT CMU SPLICE W/ WALL REINF. BAR BOND BEAMS (SEE PLAN& DETAILS) ,9k T/CONC. B.B. EL. (SEE PLAN) T/C M U I je I WALL EL. HORIZONTAL REINFORCEMENT AS REQUIRED y SEE PLAN NOTES FOR MAXIMUM FILLED CELL (F.C.) SPACING TYPICAL CMU WALL REINF. SCALE: 3/4" 1'-0" METAL LATH, MESH, OR NOTE: FRAMING NOT. SHOWN FOR CLARIFY MAX. FILLED CELL SPACING — WIRE SCREEN PLACED MUST BE MAINTAINED ABOVE IN BED JOINTS UNDER WINDOW - PROVIDE STD. 900 KNOCK -OUT B.B HOOK IN WINDOW LINTEL AND COURSES IN B.B. (SEE F.C. OPTION NOTE) T/CONC. 9 GA. LADDER -REINF. B.B. EL. /STYLE HORIZ. JT. @ 16" O.C. A111-1 T/CMU (VERTICALLY) x�F WALL EL. HORIZONTAL //--FILLED CELL W/ REINFORCEMENT REINF. BAR AS REQUIRED EXTENED TO 2"-3" FROM TfT.B. - SEE PLAN NOTES FOR REINF. BAR SIZE 8"x 1 6"x8" C M U BLOCK LAID IN gk B/LINTEL EL. RUNNING BOND \,F(SEE PLAN OR PATTERN ARCH. DWG'S.) FILLED CELL EA. SIDE OF WINDOW OPENING - MATCH TYP. CMU WALL REINF. SIZE (UNLESS NOTED IN PLAN) PROVIDE 8" KNOCK -OUT COURSE W/ (1) #5 FOR FIRST COMPLETE CMU COURSE BELOW SILL (GROUT FULL COURSE & ANY PARTIAL COURSE SOLID TO WINDOW SILL) - FILLED CELL W/ REINF. BAR EXTENED TO 2"-3" SEE PLAN NOTES FOR MAXIMUM FROM T/T.B. - SEE FILLED CELL (F.C.) SPACING PLAN NOTES FOR 8"xl6"x8" CMU REINF. BAR SIZE -,dk SILL EL. BLOCK LAID IN V \�,r (SEE ARCH. RUNNING CONIC. SLAB OR DWG'S.) BOND PATTERN-----_ FUTURE CONIC. SLAB SILL REINF. BAR MUST (BEYOND) - SEE PLAN EXTEND BEYOND F.C. T/CONC. SLAB REINF. BAR BY MIN. 2" EL. (SEE PLAN)- 9 GA. LADDER STYLE (TYP.) — — — — — — — HORIZ. JT. REINF. @ 16-t OIL T/CONC. SLAB //-D.C. (VERTICALLY) - \,rEL. (SEE PLAN) GROUT ALL CELLS START @ TOP OF FIRST BELOW T/SLAB OR COURSE ABOVE FTG. FUTURE T/SLAB EL. _"77 WALL FOOTING GROUT ALL CELLS (SEE FDN. PLAN BELOW T/SLAB OR T/FTG. EL. _�_(SEE & SECTIONS) FUTURE T/SLAB EL. PLAN) T/FTG. EL. db I *7 SEE PLAN) PROVIDE DOWEL W/ STD. 90' HOOK & STD LAP SPLICE W/ WALL REINF. BAR (TYP.) TYPICAL CMU WALL REINF. DETAIL (@ BOTTOM OF WALL SCALE: 3/4" V-0" INTERIOR WOOD BRG. WALL Y2" GAP (SEE PLAN FOR LOCATION & SPEC'S.) % T/WALL EL. It - - - (SEE PLAN) (2) AIMPSON SPH 4RI APS 7 Emwe (SELECT SIZE TO MATCH we ;=:M 8" KNOCKOUT WALL SIZE) - FASTEN W1 ��r COURSE BOND BM. (12) 0.148"xlY2" NAILS W/ (1) #5 CONT. 0��w 9 GA. LADDER STYLE HORIZ. JT. REINF. @ 16' D.C. (VERTICALLY) 3"x3"x/12" STEEL SPACER PL. (GALVANIZED) - TYP. EA. EPO ANCHOR ------- MU WALL - SEE PLAN FOR REINF. - REINF. CELL SHALL DOUBLE 2x 410 BE LOCATED @ INTERIOR MATCH BRG. WALL BRIG. WALL CONNECTION SIZE & SPECIES .1 'C "0 EPDXY ANCHOR SET TO 5" EMBED. - SPACE ANCHORS AS SHOWN AT TOP & BOTTOM OF WALL cli & ALSO MAX. 24" D.C. ALONG WALL HEIGHT SEE CIVIL DWG'S. .1 It low M kwu FOR EXTERIOR T/CONC. SLAB 41 CONDITIONS \IF EL. (SEE PLAN) I TYPICAL FRAMING SECTION 0 INTERIOR %ZLp 7� WOOD BRIG. WALL TO CMU CONNECTION SCALE: 3/4" = 1 '-0" FILLED CELL (F.C.) OPTION: FILLED CELLS AND REINFORCING BARS CAN BE ELIMINATED ABOVE WINDOW IF ALL COURSES ABOVE LINTEL ARE GROUTED SOLID (MAX. (3) COURSES ABOVE LINTEL) KNOCK -OUT CMU — BOND BEAMS (SEE PLAN & DETAILS) TERMINATE WALL I L.REINF. BAR W/ STD. 900 HOOK @ -9 GA. LADDER 2"-3" FROM T/T.B. STYLE HORIZ. JT. - PROVIDE STD. �REINF. @ 16" D.C. LAP SPLICE W/ (VERTICALLY) WALL REINF. BAR MIN. 8F8-013/1T LINTEL REINF. BAR MUST EXTEND LINTEL (UNLESS BEYOND F.C. REINF. NOTED IN PLANS) BAR BY MIN. 2" (TYP.) OW (CONTRACTOR SHALL OPEN FOR WIND BE RESPONSIBLE FOR COORDINATING REQ'D. ROUGH OPENINGS) V SEE MASONRY WALL PLAN /--METAL LATH, MESH, OR WIRE SCREEN PLACED IN BED JOINTS UNDER KNOCK -OUT B.6 COURSES TYPICAL CMU WALL REINF. W/ B.B DETAIL WINDOW HEAD -- I 01. SCALE: 3/4" 1 SEE MASONRY WALL PLAN OPEN FOR WINDOW (CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING REQ'D. ROUGH OPENINGS) CONIC SLAB OR FUTU�E CONIC. SLAB BEYOND)- SEE PLAN—i 9 GA. LADDER STYLE — — — — — — — - HORIZ. JT. REINF. @ 16' O.C. (VERTICALLY) - START @ TOP OF FIRST COURSEABOV I E FTG. WA LL dOOTING (SEE FDN. PLAN & SECTIONS) FILLED ELL (F.C.) OPTION: FILLED CELLS AND \-MAX- FILLED CELL SPACING MUST B REINFORCING BARS CAN BE ELIMINATED BELOW MAINTAINED BELOW WINDOW - WINDOW IF ALL COURSES BELOW SILL ARE GROUTED PROVIDE STD. 90' HOOK IN FTG. AND SOLID (MAX. (3) COURSES ABOVE LINTEL) IN SILL KNOCK -OUT COURSE (SEE F.C. OPTION NOTE) SCALE: 3/4" V-0" [NOTE: FRAMING NOT j'§H0WN FOR CLARIFY. NO HOOK REQtD. @ COL. MIDDLE REINF. - EXTEND REINF. BARS TO 2"-3" FROM T/B.B.- T/CONC. (SE PLAN) T/CMU WALL & CONC. COL. EL. HORIZONTAL REINFORCEMENT AS REQUIRED FILLED CELL IN 2ND VOID AWAY FROM COL. ( SIDE) - MATCH TYP. CMU WALL REINF. SIZE (UNLESS NOTED IN PLAN) TERMINATE COL. END REINF. BARS W/ STD. 900 HOOK @ 2"-3" FROM T/B.B. - PROVIDE STD. LAP SPLICE W/ COL. REINF. BAR OL. DOUBLE KNOCK -OUT CMU BOND BEAMS (SEE PLAN & DETAILS) METALLATH, MESH, OR WIRE SCREEN PLACED IN BED JOINTS UNDER 0( KNOCK -OUT B.B COURSES 9 GA LADDER STYLE HORi JT. REINF. @ 16" D.C. (VERTICALLY) - CONTINUE THROUGH CONIC. COL. ,,TURN HALF -BLOCK SIDE -WAYS AT ALTERNATING COURSES EA. SIDE OF COLUMN WNOID TO BE FILLED WHEN COLUMN IS POURED TYPICAL CMU WALL REINF. W/ B.B DETAIL @ TOP OF IN WALL CONC. COL. SCALE: 3/4" V-0" FILLED CELL IN 2ND TURN HALF -BLOCK SIDE -WAYS VOID AWAY FROM CONIC. COL. AT ALTERNATING COURSES COL. (TYP. EA. (SEE PLAN) EA. SIDE OF COLUMN WNOID SIDE) - MATCH TYP. COL. TO BE FILLED WHEN COLUMN START IN FIRST CMU WALL REINF. IS POURED - SIZE (UNLESS COURSE ABOVE T/SLAB EL. I NOTED IN PLAN)-\ 1 A A CONIC. SLAB OR FUTURE CONIC. SLAB (BEYOND) -SEE PLAN T/CONC. SLAB \,IFEL. (SEE PLAN) 9 GA. LADDER STYLE NO HOOK REQ'D. HORIZ. JT. REINF. @ 16" @ COL. MIDDLE D.C. (VERTICALLY) - REINF. - EXTEND START @ TOP OF FIRST REINF. BARS TO COURSE ABOVE FTG. 2"-3" FROM T/T.B.---� ---WALL FOOTING T/FTG. EL. (SEE FDN. PLAN (SEE PLANF_ & SECTIONS) CONTINUE WALL FTG. LONG. REINF. THROUGH CONC. COL. FTG. WALL JL FTG.TRANSVERSE STEEL CAN BE OMITTED @ CONIC. COL. FTG. PROVIDE DOWELS W/ STD. 90* HOOK & S�TD. EQ. EQ. COL. FOOTING L. LAP SPLICE W/ COL. (SEE FDN. PLAN END REINF. BARS SEE FDN. PLAN & SECTIONS) TYPICAL CMU WALL REINF. @ r6 BOTTOM OF IN WALL CONC. COL. SCALE: 3/4" V-0" (1) #5 CONTINUOUS FROM M.D. 6 FOOTING TO TOP COURSE LESS THAN 8'-Q"l (EA. SIDE OF OPNGS.) 8" CMU WALL 9 GA. LADDER STYLE HORIZ. (SEE PLAN FOR SIZE) J REINF. @ 16" O.C. SCALE: N.T.S. M.O. 8'-lt'TO 12'-0" ----- - --- - - - - I_10i W Are, CMU REINFORCING AT OPENINGS 9 GA. LADDER STYLE HORIZ. REINF. @ 16" O.C. (1) #5 CONTINUOUS FROM FOOTING TO TOP COURSE (EA. SIDE OF OPINGS.) —7 9 (11 8" CMU WALL A. LADDER STYLE HORIZ. (SEE PLAN FOR SIZE) REINF. @ 16" O.C. CMU REINFORCING AT OPENINGS SCALE: N.T.S. (5) #5 CONTINUOUS FROM FOOTING TO TOP COURSE EACH CORNER SCALE: N.T.S. M. 0. 12'-l" TO 16'-0" GROUT CELL FULL W/ CLASS III GROUT (TYP.) 8" CMU WALL (SEE PLAN FOR SIZE) 9 GA. LADDER STYLE HORIZ. REINF. @ 16" O.C. SEISMIC REINFORCING AT CORNERS ( ) #5 CONTINL'-''- 8" CMU WALL (SEE PLAN FOR SIZE CMU REINFORCING AT END OF WALL CONDITION SCALE: N.T.S. SCALE: N.T.S. 0 Z C') Z C4 Z Z vul 0C�' (n Uj mu C4 LLI 6- Ill Cl) M r- E ca f U 2 0 a co :3 -6 09 a) 0 C t-- Of (D U) 12 0 00:t- <0 LO (a 64 8 D. 41 iHIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP. INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY. ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW, ir F D 49 EPJQ1rYEERIIYG ASDOCIATES 258 Southhall Lane, Suite 200 Maitland, FL 32751 0: 321-972-0491 F: 407-880-2304 Certificate Of Authorization No. 9161 0 CARL A. BROWN, PE - FL # 56126 0 LUS PABLO TORRES, PE - FL #87864 El SCOTT A LEWKOWSKI, PE - FL N78750 TOTHE BEST OF THE ENGINEER-tolIttft. R TO AND 1E T ESTRUC N$ "' T""T" C.NTAINEOWTIgIINT WIN "..'DA SU'L DE_ p R m11ON, ENGINEERS T E AND ISO LY ME STR , "'I UCTURXA IN RTIOUrbaw \AIINGPAGES N �S �PNEGRI E ;W1 3 NO A6. t at 0 : w L 0'�?' C3 ;;�: 1?0 ..... %101' ""'E S S 10 VA Y0701/111111 ImO DATE: anuary , IF EAL AND SIGNATURE ARE NOT BLUE OR CANNOT BE SS MUDGED CONTACT THE E 0 R FOR AUTHORIZATION #5 @ 32" O.C. (U.N.O.) W/ ADDITIONAL Uj 9 GA. LADDER STYLE HORIZ. REINF. @ 16" O.C. REINF. @ OPENINGS, CORNERS, AND UNDER STEEL BEARINGS (SEE OTHER DETAILS THIS DWG.) La- 0 711 (DID 8" CMU WALL CLASS III MASONRY GROUT Uj Z < (SEE PLAN FOR SIZE) (SEE GEN. CONC. NOTES) 0 w TYPICAL CMILI MASONRY REINFORCING U SCALE: N.T.S. NOTES: SEALANT - SEE ARCH DWGSANDOR FILLED CELL W/ TYP 1. THROUGH -WALL JOINT SHALL BE CONTINUOUS WITHOUT SPECS. WALL REINF EA SIDE INTERRUPTION FROM FOUNDATION TO TOP OF WALL. OF MCJ >_ w N 2. TERMINATE TYPICAL HORIZONTAL JOINT REINFORCING 2" FROM JOINT. E ED 3. MAXIMUM SPACING OF CONTROL JOINTS SHALL BE 3 1 x (WALL HEIGHT) OR 25-0", WHICHEVER IS LESS. SEE NOTE 3 FOR �3/8" THROUGH -WALL CONTRACTOR SHALL SUBMIT MCJ PLAN TO I SPACING VERTICAL CONTROL JOINT ARCHITECT FOR APPROVAL. REQUIREMENTSj 0 00 MASONRY CONTROL JOINT (MQ 00 SEALANT - SEE ARCH WALL REINF EA DWGS AND OR SPECS. SIDE OF MCJ X A 1/2" THROUGH -WALL BOND BEAM REINF VERTICAL CONTROL JOINT MCJ @ BOND BEAM TYPICAL MASONRY REINFORCING DETAIL SCALE: N.T.S REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 D - ate: issue Date: 01/26/22 Reviewed By: SL Drawn By: CM Scale: As indicated-,. Sheet Name: MASONRY DETAILS Sheet No. ___S400