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:
45:1
6 PM
BMW
of D
enve
r10
80 C
olor
ado
Ave,
Den
ver,
CO
802
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
