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A2
<br />CONT, TIE BEAM, SEE PLANS
<br />AND SCHED. FOR SIZE AND REINF
<br />V. HORIZ. CORNER
<br />UR-O-WAL LADDER PLACE METAL LATH/CAVITY CAP OR WIRE -
<br />R, OR SIMILAR) (EVERY 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. ED 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 />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 />TYPICAL JOINT REINFORCEMENT DETAIL MATCHING FDN, DOWELS, LAP SPLICE a
<br />AT CORNER 48 BAR DIA.
<br />CONCRETE CMU UNITS (CMU),
<br />COMPLYING WITH ASTM C-90,
<br />IN RUNNING BOND, WITH 3/8"
<br />JOINTS T 14
<br />PREFAB. 9 GAGE GALV. HORIZ. "T"
<br />WALL INTERSECTION JOINT REINF. fd
<br />16" (DUR-O-WAL LADDER TYPE
<br />3) (EVERY
<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 />AGE GALV. HORIZ. JOINT REINF. fad
<br />(DUR-O-WAL LADDER TYPE, OR
<br />LAR) (EVERY OTHER COURSE)
<br />TYPICAL JOINT REINFORCEMENT DETAIL
<br />AT WALL INTERSECTION
<br />TYPICAL REI E R.CED CMU WALL CONSTRUCTION
<br />SCALE: N.T.S.
<br />4" CLR. TO
<br />(END TOP BAR) COL, HOOKS
<br />'E' BAR STD. 90 HOOKS —
<br />'S-1'/4
<br />STD. 90' HOOKS F
<br />TP
<br />_z' gOR
<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 />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 />INSTALL STUDS %"
<br />2"x4") CONNECT
<br />PATCH & REPAIR DRYWALL
<br />SHORT f7a HEAD
<br />6", 16" GA., CONT, TRACK
<br />WITH ONE DN-SERIES
<br />AT INSIDE OF OPENING
<br />INTO TRACK TO ALLOW
<br />W/(2) 1/8" DIA. RAMSET
<br />HILTI POWDER
<br />SEE ARCHITECTURAL FOR
<br />FOR
<br />POWDER DRIVEN
<br />ACTUATED PINS,
<br />WALL WATERPROOFING
<br />VERTICAL DEFLECTION
<br />FASTENERS fd 6" O/C
<br />SPACES AT 16" C/C
<br />ATTACH METAL STUDS TO
<br />ALL AROUND
<br />CONT. 16ga TRACK
<br />TRACK w/(2) #12-14 METAL
<br />SCREW TO BOTH SIDES
<br />(TYP. Fd EACH
<br />EXISTING CMU
<br />EXISTING CMU
<br />INTERSECTION)
<br />MORTAR SPECS:
<br />INFILL 8" MASONRY BLOCK AT
<br />12 GA. 6"x6" CLIP ANGLE w(2) 1/8",
<br />TYPE S MORTAR SHALL BE USED
<br />EX, WALL UNIT OPENING. SET
<br />DIA. RAMSET POWDER DRIVEN
<br />EXCLUSIVELY ON THIS REPAIR.
<br />WITH TYPE S MORTAR (SEE
<br />FASTENERS & (4) #12-14 METAL
<br />MORTAR SHALL BE PROPORTIONED &
<br />SPEC'S BELOW) PROVIDE NO. 9
<br />SCREWS TO EACH STUD (TYP. AT
<br />MIXED HORIZ, & VERT. MORTAR JOINTS
<br />GAUGE DOR-O-WALL EVERY
<br />TOP BOTTOM OF EACH STUD)
<br />SHALL BE 3/8" THICK U.O.N. REMOVE
<br />OTHER COURSE AND #5'S fd
<br />MORTAR PROTRUSIONS THAT EXTEND
<br />32" O/C (DRILL 6' INTO
<br />6'x16ga METAL STUDS fad 16" O/C
<br />INTO CELLS TO BE FILLED.
<br />EXISTING CONC. BEAM ABV.
<br />AND FTG. BELOW AND SET
<br />#5x3'-0" DOWEL, SET WITH
<br />�/�
<br />TYP. CMU WALL
<br />®
<br />CL ®�I DTL. AT
<br />HY-150)HILTI EPDXY OR
<br />ETAL TUD f�TAI WALL
<br />N DETAIL
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />ROOFING SYSTEM ON METAL DECK
<br />SEE PLAN FOR GAGE AND
<br />ATTACHMENT.
<br />OIL TOP OF PARAPET WALL
<br />SEE PLAN
<br />8"x8" CONC, CAP. w/#5
<br />VERT. fry 24" O/C (WHERE �.
<br />APPLICABLE)
<br />8" CMU WALL
<br />TYP.
<br />1/4" 2 1/2"
<br />OIL JOIST BRG. ELEV,
<br />SEE PLAN
<br />TT
<br />Q
<br />TIE BEAM a
<br />SEE PLAN
<br />8" CMU
<br />TOP VIEW SIDE VIEW
<br />6"
<br />N 1 1/2" 3" 1 1/2" 1/2"
<br />T
<br />\ 4JI---
<br />3/4" DIA x 5" HS'S
<br />(TYP. rd EACH JOIST)
<br />EMBED. PLATE
<br />STEEL JOIST (SEE PLAN)
<br />BOTTOM CHORD EXTENSION AT
<br />BOLTED TIE -JOIST ONLY
<br />L 6"x6"x1/2"x8"
<br />w/(2) 1/2 DIA HILTI HIT HY20
<br />MASONRY ANCHORS. (AT BTJ LOCATIONS ONLY)
<br />SECTION @ -JOIST'BEARING
<br />SCALE: N.T.S.
<br />It
<br />3AR
<br />D
<br />BAR
<br />fav7
<br />B
<br />COI`
<br />TOF
<br />12 GA. 3"x3" CLIP
<br />1/8" DIA. RAMS
<br />DRIVEN FASTENERS
<br />METAL SCREWS TO
<br />(TYP. AT TOP BOTTC
<br />3 1/2'x
<br />STUDS
<br />CONT.
<br />BASE
<br />3 1/2". 16" GA., CONT, TOP TRACK ATTACH
<br />STD, 90° HOOK
<br />'C' BAR (TOP)
<br />SEE NOTE 1 'S-2'/4 OR CANTILEVEER
<br />SPAN WHICHEVER IS
<br />GREATER
<br />TP
<br />BA I R ,
<br />1 i S'/2
<br />6 STD. 90� OOKS
<br />TYP. BOTTOM BAR STD. 90° HOOKS
<br />MIN. I I
<br />I S
<br />I 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 103ENDING DIAGRAM
<br />SCALE: N.T.S
<br />CONT. 16ga VERTITR
<br />(2) #12 SELF DRILLING SCR
<br />AT EACH
<br />w/ MIN. %" EDGE DISTP
<br />3Yz"x16ga METAL STUDS na 16"
<br />(2) #12 SELF DRILLING SCREWS
<br />AT EACH STUD
<br />w/ MIN. %" EDGE DISTANCE
<br />—STEEL BEAM
<br />(SEE PLAN)
<br />ATTACH
<br />VERTITRACK
<br />TO STL. BEAM
<br />w/(2) 0.145 DIA.
<br />PAF WITH FULL
<br />PENETRATION
<br />TO THICKNESS
<br />rd 12" O/C AND
<br />3" AWAY FROM
<br />ENDS.
<br />CONT. 16ga VERTITRACK---- "
<br />SECTION
<br />1 INEILL AT STEEL BEAM
<br />SCALE: N.T.S.
<br />METAL STUDS TO TRACK w/(2) #12-14 METAL
<br />SCREW TO BOTH SIDES (TYP. fd EACH
<br />INTERSECTION)
<br />APA RATED CDX PLYWOOD
<br />SHEATHING 40/20 5/8"
<br />EXPOSURE 1, CONT, OVER TWO
<br />OR MORE SPANS ON BOTH SIDES
<br />12 GA. 3"x3" CLIP ANGLE w/(3)
<br />OF WALL. PROVIDE W/ MIN. OF
<br />#12-14 SELF TAPPING METAL
<br />2x4 EDGEWISE BLOCKING AT ALL
<br />SCREWS TO EACH STUD AND
<br />HORIZ, PANEL JOINTS. FASTENED
<br />TRACK (TYP. AT EACH STUD)
<br />fad 4" O/C FIELD AND EDGES
<br />PROVIDE 2"x14 GA DIAGONAL
<br />STRAPS ON BACK OF STUDS.
<br />T.
<br />3 1/2", 16" GA., CON T.
<br />ATTACH TO EACH STUD w/(4) #10
<br />BASE TRACK W/(2)
<br />TEKS (2 LINES OF "X" BRACING x
<br />DIA. RAMSET POWDER
<br />20' 0" SPANNING TOP TO BOTTOM)
<br />DRIVEN FASTENERS fa 6"
<br />— O/C ATTACH METAL STUDS
<br />TO TRACK w/(2) #12-14 JOIST BRG.
<br />METAL SCREW TO BOTH ELEV. SEE PLAN
<br />SIDES (TYP. fo EACH
<br />INTERSECTION)
<br />E:
<br />STL
<br />w
<br />3
<br />w
<br />Q
<br />z
<br />O
<br />0
<br />0
<br />COLUMN STANDARD
<br />HOOK INTO BEAM
<br />(TYP.)
<br />STD. 90° HOOKS
<br />1 1/2'
<br />'E' BAR
<br />STD. 90° HOOKS
<br />6„ \-1 1/2"
<br />MIN.
<br />TYP. NOTES;
<br />BOND BE
<br />(SEE PLA
<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 VIEW A I H I U ANGLE FRAME
<br />(FOR 1400# UNIT)
<br />I1
<br />6"x16 GA STUDS 0EXISTING
<br />ROOF TOP
<br />16" O/C
<br />A/C UNIT
<br />ROOF TOP
<br />6"x16 GA fd 16" O/C
<br />CURB
<br />STUD WALL 6" HIGH
<br />(MIN. 18 ga)
<br />F
<br />w/6"x16 GA TRACK
<br />=
<br />TOP AND BOT.
<br />W
<br />SECURE EACH STUD
<br />_
<br />w/(4) #12 TRACKS TO
<br />EACH TRACK (TYP.)
<br />�
<br />6"x16 GA CONT.
<br />TRACK w/(2) #12 TO
<br />METAL DECK afl 6"
<br />O/C (TYP.)
<br />18ga x 2" STRAP Ro 24" O/C (3 -
<br />METAL DECK MIN PER SIDE) TYP, ALL 4 SIDES
<br />SEE PLAN FASTENEN TO CURB w/W
<br />1/4-14x1" TEKS AND w/0) 1/4" DIA.
<br />BOLT WASHER AND NUT TO STL.
<br />ANGLE
<br />'�Lz SECTION A -A
<br />STEEL JOIST -
<br />SEE PLAN
<br />EXISTING STEEL BEAMS
<br />(SEE PLAN) JOIST GIRDER (SEE PLAN)
<br />SECTI N AT BEARING KNEE
<br />CANTILEVERED WALL (PARAPET)TO STL. BEAM WALL AT JOIST GIRDER
<br />-- -
<br />SCALE: N.T.S. SCALE; N.T.S.
<br />6", 16" GA., CONT. TRACK I 5/8" PL STIFFNER rd COL. CL
<br />W/(2) 1/8" DIA, RAMSET AT BEAM BRG. POINTS OVER
<br />POWDEP r of i�ni STEEL COLUMNS
<br />FASTENERS 0
<br />ATTACH METAL S
<br />TRACK w/(2) #12-1
<br />SCREW TO BO-
<br />(TYP.
<br />INTER:
<br />6'x16ga METAL STU
<br />CONT. 16ga
<br />SCALE: N.T.S.
<br />6", 16" GA., CONT. TRACK
<br />W/(2) 1/8" DIA. RAMSET
<br />POWDER DRIVEN
<br />FASTENERS fa 6" O/C
<br />ATTACH METAL STUDS TO
<br />TRACK w/(2) #12-14 METAL
<br />SCREW TO BOTH SIDES
<br />(TYP. rd EACH
<br />INTERSECTION)
<br />STEEL BEAM
<br />(SEE PLAN)
<br />12" x 12"x 1 1/4" TOP PLATE
<br />1/4" FILLET WELDS
<br />ALL AROUND BEAM
<br />TO TOP PLATE
<br />STEEL BEAM
<br />(SEE PLAN)
<br />E70XX TYP. E70XX TYP.
<br />L 8"x8"x3/4"x12" LONG L 8"'x8"x3/4"x12" LONG
<br />w/1/2" STIFF. PLATES rd w/1/2" STIFF. PLATES lad
<br />BOTH ENDS & CENTER BOTH ENDS & CENTER
<br />OF STL. COL, OF STL. COL.
<br />HSS STL. TUBE COL.
<br />(SEE PLAN)
<br />SECTION AT STEEL COLUMN (MIDDLE)
<br />1 �1
<br />SCALE: N.T.S.
<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/(4) #14 X 1"
<br />TEK SCREWS TO EXISTING CURB.
<br />FASTEN 2" WIDE x 18 GAUGE GALVANIZED TIE -DOWN
<br />STRAP, SECURE w/W 1/4-14 x 1" TEK SCREWS TO
<br />CURB AND EQUIPMENT CASE. PROVIDE STRAPS AT EACH
<br />CORNER AND AT 24" O/C BETWEEN CORNERS TYP. AT
<br />ALL FOUR SIDES (MINIMUM 3 STRAPS PER SIDE)
<br />3/8" DIA, LAG BOLTS 4" FROM EACH CORNER &
<br />MAX 24" O/C (MIN 3 PER SIDE) TYP, ALL 4 SIDES
<br />aOwU)
<br />Q � W EXISTING ROOFING
<br />0-wO
<br />—W-aM-----------
<br />A/C SUPPORT
<br />FRAME
<br />REINFORCE TOP & BOTTOM
<br />CHORDS w/(2)-Y4" DIA. RODS
<br />EXISTING STL. (SEE DETAIL 4/1)
<br />JOIST
<br />TYPICAL RTU TO EXISTING CURB ATTACHMENT DETAIL
<br />ADD STIFFENER ANGLES IF
<br />DIMENSION IS GREATER THAN 0"
<br />Q JOIST TOP
<br />CHORD PANEL
<br />POINT
<br />SCALE: N.T.S.
<br />PANEL POINT
<br />(WHERE DIAGONAL
<br />WEB MEMBERS
<br />INTERSECT CHORDS)
<br />SECTION B-B
<br />SCALE: N.T.S,
<br />CONCENTRATED LOAD
<br />FROM SUPPORT ABOVE
<br />REINFORCE TOP CHORD
<br />w/(2)-3/4" 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)-Y4" DIA.
<br />RODS
<br />(SEE DETAIL)
<br />ADD L2x2x 3/6 EA. SIDE STIFFENER
<br />ANGLE IF RTU 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 />TYP.5
<br />EA. END
<br />Pro j. Mgr.
<br />JU
<br />Job. Capt.
<br />SG
<br />Drawn by
<br />JT RON BARR, A.I.A.
<br />Revd by STATE OF FLORIDA
<br />RB AR 0016160
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<br />©
<br />COPYRIGHT 2012
<br />BARR ARCHITECTURAL STUDIO
<br />n
<br />n
<br />I L
<br />Revisions:
<br />Z GENERAL REVISIONS (09/30/2013)
<br />AS BUILT (04/24/2014)
<br />CADFILE No.
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<br />Sheet Title
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<br />Scale:
<br />TAYLAN KALKAN, P.E. pate: Snnet No.
<br />ENGINEERING PLUS 5 - 5 - 2 014
<br />FL. P.E. # 67349 & C.A. # 26538
<br />19528 SEDGEFIELD TERRACE Project No.
<br />BOCA RATON, FL 33498 1 2- 0 2 7 r
<br />(561) 756 4106 (561) 479 3743 fax I s7
<br />
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