Notes

MASONRY WALL SCHEDULE

Vertical ReinforcementDoweled from Footing

CMU

Mark

12" CMU.

#5@48

Foundation

Roof/Parapet

W1

12" CMU.

W2

8" CMU.

#5@48

W3

12" CMU.

#5@24

W4

12" CMU.

#5@48

W5 W6

1. IN ADDITION TO THE VERTICAL SPACING INDICATED BELOW, PROVIDE VERTICAL REINFORCEMENT AT EACH SIDE OF A MASONRYCONTROL JOINT, AT ENDS OF WALLS, AT CORNERS, INTERSECTIONS, AND JAMBS OF ALL OPENINGS. REINFORCEMENT SHALLBE CENTERED IN MASONRY WALL AND EXTENDED FROM FOUNDATION TO HIGHEST EXTENT OF WALL/PARAPET. SEE TYPICALMASONRY WALL DETAILS FOR ADDITIONAL HORIZONTAL REINFORCEMENT.

2. WALL NOT IDENTIFIED ON PLAN OR ELEVATION SHALL BE REINFORCED AS NOTED IN NOTE (1) ABOVE & AT 48" o.c. MAX.3. SEE MASONRY PIER SCHEDULE FOR ADDITIONAL REINFORCEMENT AT JAMBS FOR LARGER OPENINGS.

FOR TOP ELEVATION OFPARTITION, SEE ARCH.

MASONRY PARTITION,SEE ARCH.

UNLESS SHOWN OTHERWISE, ALLMASONRY PARTITIONS ARE TYPE W6.

#5@48#5@32

WF BEAM

LH SERIES JOIST

3/4" THICK (2) - 3/4"DIAM

5/8" THICK (2) - 5/8" DIAM

7" x 12"

BEARINGPLATEMEMBER THICKNESS

STEEL BEAM AND BAR JOISTBEARING PLATE SCHEDULE

6" x 12"

NUMBER OF HEADEDSTUDS X 5" LONG

K SERIES JOIST 5/8" THICK5" x 9" (2) - 5/8" DIAM

9"

1 1/2" 1 1/2"

1' - 0"

3" 3"

1' - 0"

3" 3"

WF BEAMLH SERIES JOISTK SERIES JOIST

MP1

MP2

(1) #5 VERT

(2) #5 VERT

12x8"

SIZEMARKREINFORCEMENT

DOWELED FROM FTG.

MASONRY PIER SCHEDULE

12x16"

HOOPS

PLAN AT MP1 PLAN AT MP2

NOTE: REINF. TO OCCUR IN CELLIMMEDIATELY ADJACENT TO OPENING

1/2"10" x 6-1/2" x 5/8" BEAM BEARINGPLATE WHERE BEAM IS 12" IN DEPTHOR SHALLOWER. WHERE BEAM ISGREATER THAN 12" IN DEPTH ,PROVIDE A 12" x 6-1/2" x 3/4" BEARINGPLATE. IN BOTH CONDITIONS,PROVIDE (2) - 3/4" DIAM. HEADEDSTUDS x 5" EMBEDMENT

8" CONT. BOND BEAM REINFORCEDWITH (2) #5 CONT. BOTTOM.

VERTICAL WALL REINFORCEMENTCENTERED IN MASONRY WALL. FILLALL CELLS WITH GROUT WHEREREINFORCING OCCURS. SEE WALLELEVATIONS, TYPICAL DETAILS ANDWALL SCHEDULE FOR SIZE ANDLOCATION OF REINFORCING.

TYPICAL AT EACHBEAM BEARING ANDPLATE

3/16

BUILD MASONRY AROUND EACHBEAM POCKET AND GROUT FULLYUPON INSPECTION OF BEAMBEARING PLATE AND WELD

3/16" STIFFENER PLATE ON EACHSIDE OF FLOOR BEAM

WIDE FLANGE FLOORBEAM

SEE PLANCENTERLINE OF SPLICEPOINT.

1/2"

PROVIDE HOOK BARS AT EACHVERTICALLY REINFORCED CELL OFMASONRY. SEE TYPICAL DETAIL.

8" CMU WALL. FILL CELL WITHGROUT WHERE ANCHOR IS TOOCCUR.

ANGLE 6" x 6" x 5/16" x 1'-0" LONG AT6'-0" o.c. MAX WITH (2) - 5/8" DIAM.EXPANSION ANCHORS IN A 2"VERTICAL SLOTTED HOLE. DO NOTANCHOR TO WALL UNTIL FLOORABOVE HAS BEEN POURED.

VERTICAL WALL REINFORCEMENTCENTERED IN MASONRY WALL. FILLALL CELLS WITH GROUT WHEREREINFORCING OCCURS. SEE WALLELEVATIONS, TYPICAL DETAILS ANDWALL SCHEDULE FOR SIZE ANDLOCATION OF REINFORCING.

3/16"

Weld Angle ToBottom Flange On 3Sides

8" CONT. BOND BEAMREINFORCED WITH (2) #4 CONT.

WIDE FLANGE BEAM OR TUBEAT FLOOR FRAMING.

SEE PLAN AND SCHEDULEFOR WALL FOOTING SIZEAND REINF.

REINFORCE MASONRY WALLSPER MASONRY WALLELEVATIONS, WALLSCHEDULE, AND TYPICALDETAILS. CENTER IN WALL.

FOR TOP OF FOOTINGELEVATION, SEE PLAN.CENTER FOOTING UNDERMASONRY WALL.

SEE

MIN

. LAP

SPL

ICE

SCH

ED.

1' -

0"

3"

BARS ARE IN SAME PLANE

GROUT ALL CELLS SOLIDUP TO BOND BEAM

#4 AT 48" o.c. x 3'-0" LONG +0'-4" HOOK. TURN HOOKHORIZONTALLY IN BOND BEAM

EXTERIOR SLAB - SEE CIVIL

8" CONT. BOND BEAMREINFORCED WITH (1) #5 CONT.

FOR SLAB SUBGRADE SEEGEOTECHNICAL REPORT

WHERE FOOTING WIDTH IS GREATERTHAN 2'-6", PROVIDE BOTTOMTRANSVERSE REINFORCEMENT AT 24"o.c. MAX.

SEE PLAN AND SCHEDULEFOR WALL FOOTING SIZEAND REINF.

REINFORCE MASONRY WALLSPER MASONRY WALLELEVATIONS, WALLSCHEDULE, AND TYPICALDETAILS. CENTER IN WALL.

FOR TOP OF FOOTINGELEVATION, SEE PLAN.CENTER FOOTING UNDERMASONRY WALL.

SEE

MIN

. LAP

SPL

ICE

SCH

ED.

1' -

0"

3"

BARS ARE IN SAME PLANE

GROUT ALL CELLS SOLIDUP TO BOND BEAM

8" CONT. BOND BEAMREINFORCED WITH (1) #5 CONT.

W.W.F. 6/6 - W2.9xW2.9IN FLAT SHEETS

FOR SLAB SUBGRADE SEEGEOTECHNICAL REPORT

WHERE FOOTING WIDTH IS GREATERTHAN 2'-6", PROVIDE BOTTOMTRANSVERSE REINFORCEMENT AT 24"o.c. MAX.

CONT. BOND BM. REINF. W/ 2 # 4 CONT. AT TOP OFWALL, MID FLOOR HEIGHT AND BELOW EA. FLOORAT ALL CMU WALLS. DISCONT. REINF. ATCONTRACTION JOINT

DOWEL TO FTG. SAME SIZE & NUMBERAS VERT. REINF., TYP. (@ EA. VERT. BAR)

PROVIDE CONTRACTION JOINT @ 48'-0"± PAINT JOINT W/ MASTIC.

FILL CELLS OF CMU CONTAINING REINF. ONLY WITH CONCRETE GROUT, NOT MORTAR.

BOND BEAM @ 12'-0" o.c.VERTICALLY WITH 2 #4 CONT.IN ALL WALLS

PROVIDE LADDER TYPE REINF. @ EVERY OTHER COURSE.MIN. REINFORCING LAP 48 DIA., 2'-0"MIN.

NOTES:

2'-0

"

2'-0"

2 # 4 CONT. BOND BEAM @ WINDOW,DOOR & OPNG. HEAD, UNO:(CONTINUE FULL LENGTH OF WALL)

8" OR 12" CMUSEE PLAN

CORNER BARS. LOCATE ATEACH HORIZONTAL BAR AND @48"o.c. MAX.

min.

2' - 0"

min.1' - 4"

LAP

SEE

LAP

SCH

EDU

LE

2' - 0"

FLOOR LINE

1 #5 VERT. ATCONTROL/EXP. JOINTOR END OF WALL

EXPANSION JOINT OREND OF WALL

..

#5@48" UNLESS SHOWN OTHERWISE

1 #5 VERT.FULL HEIGHT AT JAMB

1 #5 VERT. AT EACH CORNER

2 # 4 CONT. BOND BEAMAT FLOOR LINE

FOR TOP OF FOOTINGELEVATION, SEE PLAN

2 #4 IN BOND BEAM AT SILL

DOWELS SAME SIZE

WALL REINF.& NUMBER AS

JOINTS @ 30'-0"±CONTRACTION

BEND VERT. BAR DOWNINTO U-BLOCK.

CONTRACTION JOINT.U-BLOCK DISCONT. AT2 #4 IN CONC. FILLED

EXT. FINISH,SEE ARCH.#5 VERT. REINF. AT CORNERS,

OPENINGS, CONTRACTIONJOINTS.PROVIDE DOWEL AT FOOTING.BEND2'-0" INTO U-BLOCK AT TOP.SEESPECS. FOR PLACING INSTRUCTIONS.

COURSE.REINF. EVERY OTHERLADDER TYPE HORIZ.

SEE PLANFOR FTG./REINF.,

PAINT JOINT WITH MASTICBEFORE PLACING CONCRETE.

SEE PLAN FOR LOCATION.VERTICAL CONTRACTION JOINT.

HORIZONTAL REINFORCINGVERTICAL REINFORCING

CONT. BOND BEAMAT 12'-0"o.c. MAX RINF.WITH 2#4 CONT.

EXT. FINISH,SEE ARCH.

FOR

LAP

SPL

ICE

SEE

SCH

EDU

LE.2

'-0"

SEE WALL SCHEDULE

FOOTING

METAL LATH UNDER BONDBEAM TO CONFINE GROUT

SEE PLANS AND SECTIONSFOR FLOOR SLAB

REINF. IN BOND BEAMS SHALL BESET IN PLACE AS WALL IS LAID UP.LAP SPLICE AT LEAST 48 BARDIAMETERS. PROVIDE HOOKS ATENDS.

BAR#3

LENGTH (IN.)

18"#4 24"#5 30"#6 36"#7 42"#8 48"

FOR REINF. MASONRYMIN. LAP SPLICE LENGTH

UNLESS WALL IS FULLYGROUTED, PLACE MORTAR ONCROSS WEBS ADJACENT TOGROUTED CELLS TO CONFINEGROUT TO THE GROUT SPACE.

CELLS CONTAINING REINF. SHALLBE FILLED SOLIDLY W/ GROUT.VERTICAL CELLS SHALL PROVIDEA CONTINUOUS CAVITY, FREE OFMORTAR DROPPINGS

WALLPARTITION

1 1/2" EXPANSIONJOINT MATERIAL SAMEWIDTH AS PARTITION

FIRE PROOFINSULATIONMATERIAL

1 1/2" EXPANSIONJOINT MATERIAL

UNDERSIDE OFDECKING

DECK

BEAM ORJOIST SEE PLAN

CENTER LINEOF MEMBER

Signed & Sealed :

relea

sed

for c

onst

ruct

ion

Client :

Project Information :

Project Number :Drawn By :Checked By :Approved By :

Sheet Title :

Sheet Number :

Copyright (c) 2015 SPARC+, LLC.

All reports, plans, specifications,computer files, filed data, notes and

other documents & instrumentsprepared by SPARC+, LLC. shall retainall common law, statutory and otherreserved rights, including copyright

thereto.

This drawing may not be reproduced inwhole or in part without written

permission of SPARC+, LLC. it is to bereturned upon request. Scales as statedare only valid on the original drawings.

Walid. Nannis, P.E., F. ASCE

5608 Battle Ridge DriveFlowery Branch, GA 30542

770-614-6114 tel678-765-7966 fax

Structural Engineer

All drawings, specifications, and other work product ofWalid A. Nannis for this project are instruments ofservice for this project only and shall remain theproperty of Walid A. Nannis whether the project iscomplete or not. Reuse of any of the instruments ofservice of Walid A. Nannis by the owner or extensionsof this project without the written permission of WalidA. Nannis shall be at the owner's risk and the owneragrees to defend, indemnify, and hold harmless WalidA. Nannis from all claims, damages, and expensesincluding attorney's fees arising out of suchunauthorized reuse of Walid A. Nannis' instruments ofservice by the owner or others acting through theowner. ©2015

5/27

/201

5 2:

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46

Sonic Automotive, Inc.

4401 Colwick RoadCharlotte NC, 28211

150201MCG/MWNMWNWAN

Masonry WallSchedule & TypicalDetails

S600

Rev

Dat

eCo

mm

ents

05.0

1.15

60%

Pro

gres

s05

.21.

15Pe

rmit

1 1/2" = 1'-0"Floor 8" Interior Load-Bearing Beam With Splice Point2

3" = 1'-0"Floor Shear Transfer Bottom of Beam3

3/4" = 1'-0"Foundation 8" Interior/Exterior4

3/4" = 1'-0"Foundation 8" Interior/Interior5

1/4" = 1'-0"Typical Masonry Wall Elevation6

3/4" = 1'-0"Typical Detail of Masonry Wall Reinforcement7

3/4" = 1'-0"Typical Detail of Masonry Wall Reinforcement8

1" = 1'-0"Typical Masonry Walls that Extend up to Underside of Structure9