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PREFAB. 9 GAGE GALV. HORIZ, CORNER
<br />JOINT REINF. ra 16" (DUR-O-WAL LADDER
<br />TYPE PREFAB CORNER, OR SIMILAR) (EVERY
<br />OTHER COURSE)
<br />TYPICAL JOINT REINFORCEMENT DETAIL
<br />AT CORNER
<br />CONT. TIE BEAM, SEE PLANS
<br />AND SCHED. FOR SIZE AND REINF
<br />PLACE METAL LATH/CAVITY CAP OR WIRE —
<br />SCREEN OVER CELLS NOT TO BE
<br />FILLED WITH GROUT (SHEET METAL
<br />AND FELT PROHIBITED)
<br />TERM, VERT, WALL —�-
<br />REINF. IN STD. 90° HKS.
<br />GROUT -FILLED CMU CELLS,
<br />PLACE GROUT IN LIFTS NOT
<br />TO EXCEED 4 FEET; PUDDLE
<br />9 GAGE GALV. HORIZ. JOINT REINF. la OR VIBRATE IN PLACE
<br />24" (DUR-O-WAL LADDER TYPE, OR CMU CELLS CONTAINING REINF. SHALL BE
<br />SIMILAR) (EVERY THIRD COURSE) FILLED SOLIDLY WITH GROUT: VERT, CELLS
<br />PREFAB. 9 GAGE GALV. HORIZ. "T"
<br />WALL INTERSECTION JOINT REINF. fa
<br />16" (DUR-O-WAL LADDER TYPE
<br />PREFAB TEE, OR SIMILAR) (EVERY
<br />OTHER COURSE)
<br />?'6
<br />SHALL PROVIDE A CONTINUOUS CAVITY,
<br />FREE OF MORTAR DROPPINGS, AND AT
<br />LEAST 2" x 3" IN SIZE
<br />VERT. REINF. IN GROUTED CELLS, SEE
<br />PLAN FOR SIZE AND SPACING, PROVIDE
<br />MATCHING FDN, DOWELS, LAP SPLICE
<br />48 BAR DIA.
<br />CONCRETE CMU UNITS (CMU),
<br />COMPLYING WITH ASTM C-90,
<br />IN RUNNING BOND, WITH 3/8"
<br />JOINTS
<br />FACE SHELLS WITH TYPE M MORTAR;
<br />PLACE MORTAR ON CROSS WEBS
<br />ADJACENT TO CELLS WHICH WILL
<br />BE GROUTED TO PREVENT LEAKAGE
<br />9 GAGE GALV, HORIZ, JOINT REINF. fa
<br />16" (DUR-O-WAL LADDER TYPE, OR
<br />SIMILAR) (EVERY OTHER COURSE)
<br />TYPICAL JOINT REINFORCEMENT DETAIL
<br />AT WALL INTERSECTION
<br />e
<br />TYPICAL REINFORCED CMU WALL CONSTRUCTION
<br />SCALE: N.T.S.
<br />THIS DETAIL IS APPLICABLE TO MAX. OF
<br />EXISTING CONCRETE
<br />6'-0" HEIGHT AND 6'-0" WIDTH
<br />TIE/BEAM
<br />PROVIDE ONE COAT OF
<br />PROVIDE 1"x16
<br />WATERTIGHT SEALANT
<br />GAUGE x 6" LONG
<br />PRIMER AT REPAIR AREA
<br />DOVETAIL (BENT
<br />2"x4") CONNECT
<br />PATCH & REPAIR DRYWALL
<br />WITH ONE DN-SERIES
<br />AT INSIDE OF OPENING
<br />HILT( POWDER
<br />SEE ARCHITECTURAL FOR
<br />ACTUATED PINS,
<br />WALL WATERPROOFING
<br />SPACES AT 16" C/C
<br />- -
<br />ALL AROUND
<br />EXISTING CMU
<br />EXISTING CMU
<br />MORTAR SPECS:
<br />INFILL 8" MASONRY BLOCK AT EX.
<br />TYPE S MORTAR SHALL BE USED
<br />'
<br />WALL UNIT OPENING, SET WITH TYPE
<br />EXCLUSIVELY ON THIS REPAIR,
<br />S MORTAR (SEE SPEC'S BELOW)
<br />MORTAR SHALL BE PROPORTIONED &
<br />PROVIDE NO, 9 GAUGE DOR-O-WALL
<br />MIXED HORIZ. &VERT. MORTAR JOINTS
<br />EVERY OTHER COURSE AND #5'S r
<br />SHALL BE 3/8" THICK U.O.N. REMOVE
<br />32" O/C (DRILL 6' INTO EXISTING
<br />MORTAR PROTRUSIONS THAT EXTEND
<br />CONC, BEAM ABV, AND FTG. BELOW
<br />INTO CELLS TO BE FILLED.
<br />AND SET #5x3'-0" DOWEL, SET WITH
<br />HY-150 HILTI EPDXY OR EQUAL)
<br />TYP. CMU WALL
<br />CLOSE-UP DTL. AT
<br />TYP,
<br />ROOFING SYSTEM ON METAL DECK
<br />SEE PLAN FOR GAGE AND
<br />ATTACHMENT,
<br />8"x8" CONC. CAP. w/#5
<br />VERT. na 24" O/C (WHERE
<br />APPLICABLE)
<br />8" CMU WALL
<br />TIE BEAM
<br />SEE PLAN
<br />8" CMU
<br />SCALE; N.T.S.
<br />TOP VIEW SIDE VIEW
<br />6„
<br />N 1 1/2" 3 Ir 1 1/2" 1/2"
<br />in
<br />N --__ --
<br />---
<br />T 3/4" DIA x 5" HS'S
<br />(TYP. ra EACH JOIST)
<br />EMBED. PLATE
<br />w/(2) 1/2 DIA HILTI HIT HY20
<br />MASONRY ANCHORS. (AT BTJ LOCATIONS ONLY)
<br />SECTION @ K-JOIST BEARING
<br />SCALE: N.T.S.
<br />8" X 8" PRECAST CONCRETE
<br />FILLED LINTEL W/(1) #5 REBAR
<br />REBAR IN CONCRETE FILLED
<br />CELL CONTINUOUS FROM
<br />FOUNDATION TO CONCRETE
<br />BOND BEAM ALL SPLICE 48 BAR
<br />DIA. MIN. (SEE FILLED CELL fa
<br />NOTE: ALL CMU WALL DETAIL)
<br />PRE -CAST -- KNOCKOUT 3" X 5" PRE-FAB
<br />LINTELS ARE BY I KNOCKOUT AT LINTEL TO
<br />CAST-CRETE I ALLOW FILLED CELL TO
<br />DIVISION OF FECP l' I� CONTINUE BEAM ABV, (TYP,
<br />SEE SHOP ��II EA, SIDE)
<br />DRAWINGS
<br />TYP. DETAIL AT LINTEL
<br />A
<br />SET FIRST COURSE IN FULL
<br />MORTAR BED
<br />CLEAN -OUT OPENINGS AT GROUT
<br />FILLED CELLS, REQUIRED IN WALLS
<br />OVER 4 FEET HIGH
<br />FOUNDATION, SEE PLAN AND
<br />SCHED, FOR SIZE AND REINF.
<br />TYPICAL REINFORCED CMU WALL CONSTRUCTION
<br />INSTALL STUDS Y/4" SHORT rd HEAD
<br />(END TOP BAR)
<br />'E' BAR
<br />STD. 900 HOOKS 1
<br />STD. 90° H
<br />4" CLR. TO
<br />COL. HOOKS
<br />STD, 90 HOOKS —
<br />S-1'/4 S-11/
<br />TOP
<br />BAR
<br />0
<br />'C' BAR (TOP)
<br />SEE NOTE 1 'S-274 OR CANTILEVEER
<br />SPAN WHICHEVER IS
<br />S-1'/2 GREATER
<br />B©R
<br />TP
<br />I I I "S'/2
<br />6 STD, 90° OOKS 1 STD, 90° HOOKS
<br />TYP• BOTTOM BAR I I S
<br />I SPACING
<br />1. WHERE NECESSARY CONT. TOP BARS SHALL BE LAPPED
<br />48 TIMES BAR DIAMETER IN MIDDLE 1/3 OF SPAN. INTERMEDIATE
<br />2. FOR STIRRUP SPACING ('S') AND INTERMEDIATE REINFORCING BARS
<br />SEE BEAM SCHEDULE
<br />3. 'S' DENOTES STIRRUPS SPACING
<br />4. 'S-1' DENOTES SPAN LENGTH
<br />BEAM BENDING DIAGRAM
<br />SCALE: N,T,S,
<br />INTO TRACK TO ALLOW FOR
<br />6", 16" GA., CONT. TRACK
<br />VERTICAL DEFLECTION
<br />W/(2) 1/8" DIA. RAMSET
<br />POWDER DRIVEN
<br />FASTENERS ra 6" O/C
<br />ATTACH METAL STUDS TO
<br />CONT. 16ga TRACK
<br />TRACK w/(2) #12-14 METAL
<br />SCREW TO BOTH SIDES
<br />(TYP. fa EACH
<br />INTERSECTION)
<br />12 GA. 6"x6" CLIP ANGLE w(2) 1/8"
<br />DIA. RAMSET POWDER DRIVEN
<br />FASTENERS & (4) #12-14 METAL
<br />SCREWS TO EACH STUD (TYP. AT
<br />TOP BOTTOM OF EACH STUD)
<br />6'x16ga METAL STUDS rd 16" O/C_/
<br />�1 META�LS�T UDCURTAIN
<br />WALL CONK. DETAIL
<br />C
<br />SCALE: N.T.S.
<br />CONT, 16ga
<br />TOP TRACK
<br />12 GA. 3"x3" CLIP ANGLE w/(2)
<br />1/8" DIA. RAMSET POWDER
<br />DRIVEN FASTENERS & (6) #12-14
<br />METAL SCREWS TO EACH STUD
<br />(TYP. AT TOP BOTTOM OF EACH
<br />STUD)
<br />3 1/2'x16ga METAL
<br />STUDS ra 12" O/C
<br />CONT, 16ga
<br />BASE TRACK
<br />EXISTING STEEL BEAM
<br />(SEE PLAN)
<br />3 1/2", 16" GA., CONT. TOP TRACK ATTACH
<br />METAL STUDS TO TRACK w/(2) #12-14 METAL
<br />SCREW TO BOTH SIDES (TYP. rd EACH
<br />INTERSECTION)
<br />12 GA, 3"x3" CLIP ANGLE w/(3)
<br />#12-14 SELF TAPPING METAL
<br />�-- SCREWS TO EACH STUD AND
<br />TRACK (TYP. AT EACH STUD)
<br />3 1/2", 16" GA., CONT.
<br />BASE TRACK W/(2) 1/8"
<br />DIA. RAMSET POWDER
<br />DRIVEN FASTENERS fa 6"
<br />— O/C ATTACH METAL STUDS
<br />TO TRACK w/(2) #12-14
<br />METAL SCREW TO BOTH
<br />SIDES (TYP. ra EACH
<br />INTERSECTION)
<br />CANTILEVERED WALL (PARAPET)TO STL. BEAM
<br />SCALE: N.T.S.
<br />6", 16" GA., CONT.
<br />W/(2) 1/8" DIA. F
<br />POWDER
<br />FASTENERS a
<br />ATTACH METAL ST(
<br />TRACK w/(2) #12-14
<br />SCREW TO BOTF
<br />(TYP. fi
<br />INTERSE
<br />6'x16ga METAL STUD;
<br />CONT. 16ga Tf
<br />STEEL BEAM
<br />(SEE PLAN)
<br />6", 16" GA., CONT, TRACK
<br />W/(2) 1/8" DIA. RAMSET
<br />POWDER DRIVEN
<br />FASTENERS ra 6" O/C
<br />ATTACH METAL STUDS TO
<br />TRACK w/12) #12-14 METAL
<br />SCREW TO BOTH SIDES
<br />(TYP. rd EACH
<br />INTERSECTION)
<br />E)
<br />STL
<br />w
<br />w
<br />Q
<br />z
<br />0
<br />rr
<br />O
<br />O
<br />U
<br />COLUMN STANDARD
<br />HOOK INTO BEAM
<br />(TYP.)
<br />STD. 90' HOOKS
<br />1 1/2'
<br />7'E' BAR
<br />STD. 900 HOOKS
<br />6„ "-4 1/2"
<br />MIN.
<br />TYP. NOTES:
<br />BOND BE/
<br />(SEE PLAI
<br />VERT. R
<br />IN CONCf
<br />FILLED
<br />CONCRETE
<br />FOOTING,
<br />10" TYP.
<br />VERT. REINF,
<br />IN CONCRETE
<br />FILLED CELL.
<br />BLOCK WALL REINFORCEMENT
<br />SCALE: N.T.S.
<br />PLAN V I E VV
<br />A I H I U ANGLE FRAME
<br />(FOR 1400# UNIT)
<br />SCALE: N.T.S.
<br />FOR A/C UNIT OVER 2'-8" HIGH, PROVIDE ADDITIONAL
<br />2" WIDE GALV. STRAPS OVER UNIT FOR WIND SUPPORT
<br />AT EACH END, SECURE END OF STRAPS W/W #14 X 1"
<br />I I
<br />TEK SCREWS TO EXISTING CURB.
<br />I I
<br />FASTEN 2" WIDE x 18 GAUGE GALVANIZED TIE -DOWN
<br />I I
<br />STRAP, SECURE w/W 1/4-14 x 1" TEK SCREWS TO
<br />EXISTING I I
<br />CURB AND EQUIPMENT CASE. PROVIDE STRAPS AT EACH
<br />ROOF TOP I I
<br />CORNER AND AT 24" O/C BETWEEN CORNERS TYP. AT
<br />A/C UNIT
<br />ALL FOUR SIDES (MINIMUM 3 STRAPS PER SIDE)
<br />ROOF TOP
<br />CURB
<br />3/8" DIA, LAG BOLTS 4" FROM EACH CORNER &
<br />(MIN. 18 ga) =
<br />I�—MAX 24" O/C (MIN 3 PER SIDE) TYP. ALL 4 SIDES
<br />C7
<br />(9ZU)
<br />w
<br />° zw�
<br />z
<br />�
<br />U EXISTING ROOFING
<br />ro4..wU
<br />u)r(0-- ------
<br />U
<br />A/C SUPPORT
<br />18ga x 2" STRAP fa 24" O/C (3 FRAME REINFORCE TOP & BOTTOM
<br />MIN PER SIDE) TYP. ALL 4 SIDES CHORDS w/(2)-%a" DIA. RODS
<br />FASTENEN TO CURB w/(4) 1/4-14x1" TEKS AND w/(1) 1/4" DIA. EXISTING STL. (SEE DETAIL 4/1)
<br />BOLT WASHER AND NUT TO STL JOIST
<br />ANGLE
<br />SECTION A -A
<br />TYPICAL RTU TO EXISTING CURB ATTACHMENT DETAIL SCALE: N.T.S.
<br />ADD STIFFENER ANGLES IF
<br />DIMENSION IS GREATER THAN O"
<br />(p JOIST TOP
<br />CHORD PANEL
<br />POINT
<br />PANEL POINT
<br />(WHERE DIAGONAL
<br />WEB MEMBERS
<br />INTERSECT CHORDS)
<br />SECTION B-B
<br />CONCENTRATED LOAD
<br />FROM SUPPORT ABOVE
<br />REINFORCE TOP CHORD
<br />w/(2)-Y4" DIA. RODS
<br />(SEE DETAIL 4/1)
<br />3/16 TYP.
<br />TOP CHORD
<br />WEB MEMBER
<br />REINFORCE
<br />BOT. CHORD BOTTOM CHORD
<br />w/(2)-%" DIA.
<br />— RODS
<br />(SEE DETAIL)
<br />ADD L2x2x 3/ EA. SIDE STIFFENER
<br />ANGLE IF RYb FRAME ANGLE
<br />BEARS ON JOIST FURTHER
<br />THAN 0" FROM THE NEAREST
<br />TOP CHORD PANEL POINT.
<br />TYP.CONCENTRATED LOAD REINFORCINGcALE: N.T.S.
<br />ROOF TOP UNIT AND CURB ATTACHMENT DETAIL
<br />SCALE: N.T.S.
<br />1
<br />4IT)
<br />TYP. fa
<br />EA. END
<br />Pro j. Mgr.
<br />JU
<br />Job. Capt.
<br />SG
<br />Drawn bg
<br />JT RON BARR, A.I.A.
<br />Revd bg STATE OF FLORIDA
<br />RD AR 0016160
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<br />O COPYRIGHT 2012
<br />BARR ARCHITECTURAL STUDIO
<br />Revieiona:
<br />CADFILE No.
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<br />Shoot Title
<br />$ca le:
<br />TAYLM KALKAN, P.E. Date: sneer No.
<br />ENGINEERING PLUS 12 - 2 6 - 2 012
<br />FL. P.E. # 67349 & C.A. # 26538
<br />19528 SEDGEFIELD TERRACE Project No.
<br />BOCA RATON, FL 33498 12 - 0 2 7 S�7
<br />> (561) 756 4106 (561) 479 3743 fax
<br />SCALE: N.T.S.
<br />METAL STUD CURTAIN WALL CONN. DETAIL
<br />SCALE: N.T.S.
<br />
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