|
TO BE USED A CT ONTRACTOR'S
<br />OPTION AT ANY CONTROL JOINT
<br />LOCATION 1 1 /2"
<br />1'-0" 1'-0"
<br />. a da n d .a _ + ° .• : .,, , ° ' e; .. a•
<br />17
<br />°
<br />III= fi
<br />-I II' h ^a4 A91'.
<br />alll.=PIII � a ° —
<br />Ed
<br />I_ 11=11 =1 I I=1 =1 I I rl I '
<br />=11I—III—III—I11= III= III- COMSTRUCTION JOINT DETAIL
<br />" 1'ri
<br />1 /8 SAW --CUT JOINT CUT AS ►-
<br />FILL JOINT WITH LIQUID SOON AS POSSIBLE AFTER w
<br />SEALER. TROWELLING W O
<br />� z
<br />W.W.F. 1/4 THICKNESS OF SLAB�
<br />" - 1 a
<br />° a _
<br />1=I ° I 1=1 11=I I�I I I I I I I 1—III=III d� =1 11=III=1 I I=I =1 I I
<br />I ►~
<br />�
<br />NO— TFS- w J
<br />w c>_
<br />1. CUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE '
<br />WITHIN 12 HOURS OF CONCRETE PLACEMENT).
<br />2. HAND TOOL JOINT TO FACE OF WALL WHERE SAW DOES NOT REACH.
<br />3. PLACE REINFORCING AT MID -DEPTH FOR SLABS LESS THAN 5" THICK.
<br />PLACE REINFORCING 1/3 SLAB DEPTH (FROM TOP) FOR SLABS 5"
<br />THICK OR GREATER.
<br />CONTROL JOINT DETAIL
<br />FUTURE CONTROL AND CONSTRUCTION JOINT
<br />Q, .,a _ ,.
<br />I a.a I` PRIMARY BARS. °� I4
<br />a Ip FOOTING OR BEAM. Ia ,a
<br />aL a ° d I ��
<br />a 4I
<br />I tp IV I�4
<br /><I1. 4I d aI�°_a
<br />J
<br />'� �� I ° � I � `.' � � . a , � �...---�-..• ..�._ra °' IQ � +. I'f .q I'j $..... �...:.. ........� ^.......:
<br />Q a 4 j . d a ° ° 4 .a 4 ° a A a
<br />m- -- I�,-, — — = ----I-.�^ =-fit =. -"- °-�
<br />d Ir— 4 °° 1 I
<br />aI f d ° qa a a ° ad I� . ° ad a d
<br />30 BAR 0 LAP '7130 BAR 0 LAP
<br />CORNER SPLICE BARS TO BE SAME SIZE
<br />AND QUANTITY AS PRIMARY BARS.
<br />TYPICAL INTERSECTION OF CORNER BARS
<br />AT WALLS, BEAMS, AND FOOTINGS
<br />CORNER BAR DETAIL
<br />NOT TO SCALE
<br />VERTICAL BAR IN GROUTED
<br />CELL AT EACH SIDE OF
<br />,•'�``�, JOINT.
<br />`,•�,/ CONTINUOUS PVC JOINT
<br />INSERT W/ BACKER ROD AND
<br />SEALANT.
<br />DISCONTINUE HORIZ. JOINT
<br />REINFORCING AT MASONRY
<br />CONTROL JOINT.
<br />RAKE JOINT AND CAULK
<br />CONTINUE JOINT FROM TOP OF FOOTING TO
<br />BOTTOM OF ROOF TIE BEAM, DO NOT CUT
<br />TIE BEAM REINFORCING AT C.M.U. JOINT.
<br />PROVIDE DUMMY JOINT IN CONCRETE
<br />BEAMS. COORDINATE LOCATION OF
<br />MASONRY CONTROL JOINTS WITH
<br />ARCHITECTURAL ELEVATIONS,
<br />MAX. SPACING = 26'-0" U.N.O.
<br />MASONRY CONTROL JOINT DETAIL
<br />SCALE: 1 1/2" = 1'-0"
<br />25" PROVIDE (1) VERTICAL BAR
<br />AT CORNERS AND
<br />INTERSECTIONS IN FULLY
<br />GROUTED CELL.
<br />CORNER BARS TO MATCH SIZE
<br />AND QUANTITY OF HORIZ. REINF.
<br />MASONRY TIE BEAM
<br />HORIz. REINFORCING BARS IN
<br />MASONRY TIE BEAM.
<br />PROVIDE (1) VERTICAL BAR
<br />AT CORNERS AND
<br />INTERSECTIONS IN FULLY
<br />GROUTED CELL.
<br />DIE]
<br />HORIZ. JOINT REINF. PRE-FAB CORNER LADDER TYPE
<br />HORIZ. JOINT REINFORCING UNITS AT
<br />CONCRETE MASONRY UNITS IN 16" O.C. MIN. LAP REINF. A
<br />RUNNING BOND.
<br />MINIMUM OF 6".
<br />TYPICAL REINF. DETAIL AT CORNERS
<br />SCALE: N.T.S.
<br />NOTES:
<br />1. SEE PLANS, SECTIONS AND NOTES FOR
<br />LOCATION(S) OF FILLED CELLS AND FOR
<br />REINFORCING.
<br />2. CONCRETE FOR FILLED CELLS:
<br />I
<br />° VERTICAL WALL REINFORCING.
<br />STRENGTH = 3,000 PSI MIN. AT 28 DAYS
<br />I SEE PLAN FOR SIZE AND
<br />EGATE
<br />SPACING.
<br />SUBMITGMIX DESIGN1 FOR REVS W(PEA BY THE ENGINEER.
<br />6" INTERIOR METAL STUD I
<br />I
<br />$"x8" CONC. GAP
<br />DO NOT USE THE SAME MIX AS DESIGNED FOR
<br />FURRING (20 GA. MIN).' REFER I
<br />I
<br />TYP
<br />OTHER CAST -IN -PLACE CONCRETE.
<br />III
<br />TO ARCHITECT DRAWINGS.
<br />I
<br />.,
<br />a 8 MASONRY w/
<br />1/2" ISOLATION JOINT
<br />3/16
<br />III 3. ALLOW MORTAR TO SET, 24 HOURS MINIMUM, PRIOR
<br />CLIP ANGLE 2 X 2 X 0-3 X 18 GA. I
<br />24 HORIZ. JOINT REINF. AT
<br />1 CONT.
<br />()
<br />90' STD. ACI HOOK
<br />22'-8"�
<br />TO COMMENCING GROUTING.
<br />W/ (2) #10 TEK SCREWS AND (2)%I
<br />16" O C.
<br />I
<br />--
<br />-- TQP/HSS AT SCREEN WALL
<br />I .,
<br />0.145" POWDER DRIVEN I
<br />NOTE"
<br />#3 x 1'--6" DOWEL w/
<br />EXTERIOR CONC. WALK. REFER TO
<br />K.O. BLOCK w/ (1) #5 CONT., I I _
<br />�1 TOP/MASONRY
<br />x STOP POUR 2 BELOW
<br />FASTENERS. INSTALL AT TOP, I
<br />I
<br />6 HOOK AT 24 O.C.
<br />ARCH. FOR STEP AND SLOPE.
<br />GROUTED SOLID I I
<br />COURSE LINE
<br />BOTTOM AND MIDDLE OF WALL
<br />I REFER TO 5/54.1
<br />FUTURE SLAB-
<br />u
<br />HEIGHT.LO
<br />I FOR MORE INFO.
<br />12" MASONRY WALL w/
<br />MASONRY REINFORCEMENT LAP
<br />INSTALL CONT. TRACK 1 /2"
<br />_ _ _ _ _ _ _ _ _ _ _ _
<br />0'-0"
<br />HORIZONTAL JOINT REINF. ° °
<br />HS5 4 X 2 X 1/4 (LSH)
<br />REQUIREMENTS:
<br />ABOVE FINISH SLAB ELEVATION,
<br />I
<br />d. TOP/SLAB
<br />a °
<br />AT 16" O.C. i i
<br />'1 #6 = 36"'
<br />00 L1
<br />FUTURE SLAB. I
<br />_ f 1�=TIT-1 1=1 I 1=1..`-
<br />—III—i I I —III --III IIIIIII
<br />I a. I I
<br />1 11 I II I
<br />I I�I I I=I I I h
<br />a
<br />I 12'°
<br />0'� 0"fir
<br />><- x x x TOP jSLAB-
<br />GRADE
<br />—I � H II—I ( a
<br />I F IF I I a III
<br />III=I —
<br />III III —III —I I I
<br />I —I I (-i1'- 4 io
<br />VERTICAL WALL REINFORCING,
<br />SEE PLAN FOR SIZE AND
<br />i
<br />;- ---WSS 4 X 2 X 1 /4
<br />-I 1 ICI I I=I I_I I I=I
<br />I I ---,
<br />_ a°
<br />a)
<br />-� TOP/FIG.
<br />SPACING. a I
<br />1-III.-1 I —I I —I
<br />I III —III —III—
<br />a
<br />•
<br />GROUT ALL CELLS =III
<br />U
<br />a' -
<br />°
<br />SOLID. a
<br />�
<br />1/2-0 HILTI-HIT HY70 ADHESIVE ;
<br />19' -0"
<br />M w
<br />x
<br />I=I I i=
<br />=� I I
<br />� III= Iil III i (-)1'-4"
<br />III pq d d n a. d d .HOR
<br />. _
<br />ANC (TYP,), 4" EMBED
<br />BOTT. W5S
<br />3" x 3" (MIN.) CLEAN -OUT AND
<br />I
<br />a a o TOP/FIG.
<br />I
<br />�
<br />AAND
<br />�
<br />GROUT ALL CELLS ---III
<br />m ° �, III-
<br />a I I —I
<br />i=
<br />III III_
<br />"
<br />3 CLR.
<br />q..
<br />�, EMOVEIAILLHOVERHANG MORTAR
<br />CL
<br />_
<br />SOLID BELOW SLAB. III—
<br />°
<br />I I-
<br />=I
<br />DEBRIS FROM WITHIN CELL TO BE
<br />�
<br />F00 ING
<br />°
<br />M FILLED.
<br />i 4
<br />� I I_I
<br />SEE
<br />Tq.P FDN.
<br />SEE FOOTING I —I I -II-
<br />I I I=l 1 1
<br />l l i 1 1=111 111�1
<br />0Q
<br />C7►� a ° ,
<br />SCHEDULE
<br />d $ a a
<br />4 �
<br />4 a°
<br />° .4
<br />a 90• STD. ACI HOOK
<br />a
<br />MASONRY LIFT DETAIL
<br />EXTERIOR WALL FOOTING
<br />SECTION
<br />DETAIL AT SCREEN WALL ENDS
<br />SCALE: 3/4" = 1'-0"
<br />SCALE: 3/4" = V-0"
<br />SCALE: 3/4" = 1'-0"
<br />2'-6" MIN, TYP.
<br />HORIZONTAL JOINT
<br />PUDDLE WELD AT SUPPORTS.
<br />REINFORCEMENT AT FIRST
<br />AND SECOND BLOCK
<br />1,5 1.1
<br />SEE PLAN NOTES FOR SIZE AND
<br />PATTERN.
<br />''--DECK WI[}rH
<br />o
<br /><
<br />STEEL JOIST
<br />COURSE ABOVE OPENING
<br />-
<br />CONTINUOUS FROM CONTROL
<br />METAL DECK
<br />JOINT TO CONTROL JOINT.
<br />TEK SCREW FASTENERS EQ.
<br />Q. °
<br />-'
<br />Z
<br />SPACED AT SIDE LAPS B
<br />PRECAST CONCRETE
<br />SUPPORTS. SEE PLAN NOTES °
<br />a _ T _ T _ _ U-LINTEL w/ (1) #5 CONT.
<br />FOR SIZE AND PATTERN.
<br />°
<br />a a
<br />q °� a a
<br />GROUT SOLID.
<br />C
<br />AT
<br />TOP SBEAM
<br />°
<br />d a PROVIDE NOTCH BOTTOM
<br />300
<br />LAP I(TYP.) MID --SPAN OFLAP
<br />BETWEEN
<br />°
<br />OF LINTEL FOR PLACEMENT
<br />SUPPORTS AS REQUIRED.
<br />8" BRG OF VERTICAL REBAR AND
<br />FILLER DECK SHEET AS
<br />°
<br />TYP. GROUT.
<br />°
<br />PROVIDE 2 CORNER BARS
<br />AND
<br />REQUIRED.
<br />4 °
<br />°I
<br />I TOP, MID,( BOTTOM
<br />°
<br />°
<br />VERTICAL REINFORCEMENT
<br />90' STD. ACI HOOK , °
<br />BEAM BAR OR HOOK BARS
<br />I AT CORNER.
<br />1141
<br />STEEL SUPPORT. 1°� ia�
<br />°
<br />c7
<br />¢
<br />IN GROUTED CELL EACH
<br />AT ENDS OF BEAM. Q
<br />° " I d
<br />JOIST OR BEAM. �i
<br />°
<br />WELD L2 1 /2 X 2 1 /2 X 1 /4
<br />-'
<br />SIDE OF OPENING, TYP.
<br />MASONRY OPENING SEE PLAN FOR JAMB
<br />I I LAP BOTTOM &MIDDLE
<br />16" I
<br />►
<br />°
<br />EACH SIDE OF JOIST FROM
<br />REINFORCEMENT SCHEDULE.
<br />#3 STIRRUPS
<br />I I I BARS OVER MSS COLUMN.
<br />III III
<br />I 01
<br />- o
<br />LOCATION OF LOAD TO NEAREST
<br />a
<br />I
<br />._
<br />PANEL POINT ON OPPOSITE
<br />(3) #6 VERT. IN
<br />I HSS COLUMN.
<br />METAL DECK
<br />°
<br />CHORD OF JOIST).
<br />GROUTED CELLS
<br />I
<br />SEE PLAN.
<br />11°
<br />jot ► /
<br />CONCRETE SILL.
<br />(OPEN)
<br />j j (OPEN) j I j
<br />I 101
<br />°
<br />°
<br />NOTES:
<br />HORIZ. REINF. IN MORTAR
<br />JLI
<br />I I I
<br />°
<br />1. STIFFENER REQUIRED WHERE POINT
<br />JOINT BELOW SILL FROM
<br />LOADS OCCUR BETWEEN JOIST PANEL
<br />CONTROL JOINT TO
<br />WELD AT 6" O.C. MAX. AT
<br />`�-
<br />POINTS.
<br />CONTROL JOINT.
<br />PERIMETER.
<br />2. JOIST STIFFENERS NOT REQUIRED
<br />KNOCK -OUT BLOCK
<br />NOTES:
<br />FOR POINT LOADS:
<br />i L COURSE W/ (1) #5 CONT.
<br />< 100 LBS AT TOP CHORD
<br />- — — — — — — — — — BELOW SILL, GROUT SOLID
<br />1. MINIMUM DECK BEARING AT END SUPPORTS = 2 1/2"
<br />� 100 LBS AT BOTT, CHORD
<br />2. MINIMUM DECK LAP OVER SUPPORTS =
<br />2"
<br />WALL ELEVATION AT OPENING
<br />p CONCRETE BEAM REINFORCING DETAIL
<br />METAL DECK ATTACHMENT
<br />ISTSTFFENER DETAIL
<br />@4T
<br />1ROFMeIONAn Dr.Luz,FL. INC.
<br />16912 Melissa Ann Dr .Lutz, FL . 33558
<br />Ph: $13.9b3.190b STRUCTURAL
<br />SCALE: 3/4" = 1'-0"
<br />NOT TO SCALE
<br />NOT TO SCALE
<br />TO SCALE
<br />Alan C. Guenther, P.E. #53308 / C.A. #26813
<br />'I
<br />3336 Grand Blvd. Suite 201
<br />Holiday, Florida 34690
<br />Ph. 727, 815. 3336
<br />pd.1qC
<br />907 S. FT, HARRISON AVENUE
<br />SUITE 102
<br />CLEARWATER, FL 33756
<br />727-210-1900
<br />TO THE BEST OF THE KNOWLEDGE OF THE
<br />ARCHITECTS AND ENGINEERS, SAID PLANS AND
<br />SPECIFICATIONS COMPLY WITH THE APPLICABLE
<br />MINIMUM BUILDING CODES AND THE APPLICABLE
<br />MINIMUM FIRE SAFETY STANDARDS
<br />�00t p4 C +I11
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<br />04.06.1 8
<br />date
<br />17060
<br />comm. no.
<br />SECTIONS AND
<br />DETAILS
<br />S4,01
<br />i
<br />
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