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0
<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. fd 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
<br />PREFAB. 9 GAGE GALV. HORIZ. "T"
<br />WALL INTERSECTION JOINT REINF. fat
<br />16" (DUR-O-WAL LADDER TYPE
<br />R) (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. IaH
<br />(DUR-O-WAL LADDER TYPE, OR
<br />LAR) (EVERY OTHER COURSE)
<br />TYPICAL JOINT REINFORCEMENT DETAIL
<br />AT WALL INTERSECTION
<br />G
<br />TYPICAL RE I MU WALL CONSTRUCTION
<br />SCALE: N.T.S.
<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 />0
<br />GAUGE x 6" LONG
<br />PRIMER AT REPAIR AREA
<br />DOVETAIL (BENT
<br />INSTALL STUDS %"
<br />{�
<br />2"x4l CONNECT
<br />PATCH & REPAIR DRYWALL
<br />SHORT fo3 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 Id 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. (al 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 />GAsUGE 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 r
<br />MORTAR PROTRUSIONS THAT EXTEND
<br />32" O/C (DRILL 6' INTO
<br />6'x16ga METAL STUDS rd 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 />TYP. IVIU WALL
<br />CL �SE -U TL. AT
<br />H_Y-15L)_HILTIEPDXY OR
<br />METAL STU C AI
<br />WALL TAIL
<br />1 L
<br />QUA
<br />�+
<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 4.
<br />VERT, U 24" O/C (WHERE
<br />APPLICABLE)
<br />8" CMU WALL
<br />TYP.
<br />1/4" 2 1/2"
<br />OIL JOIST ERG, ELEV.
<br />SEE PLAN
<br />a
<br />a
<br />a
<br />TIE BEAM d
<br />SEE PLAN
<br />- ---------
<br />SCALE: N.T.S.
<br />TOP VIEW SIDE VIEW
<br />6"
<br />N 1 1/2" 3" 1 1/2" 1/2"
<br />T
<br />c\j -
<br />11
<br />3/4" DIA x 5" HS'S
<br />(TYP. lal EACH JOIST)
<br />EMBED. PLATE
<br />- STEEL JOIST (SEE PLAN)
<br />8" CMU
<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 />S T1 @ -JOIST BEARING
<br />SCALE: N.T.S.
<br />8" X 8" PRECAST CONCRETE
<br />FILLED LINTEL W/0) #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 />CMU WALL DETAIL)
<br />NOTE: ALL
<br />PRE -CAST
<br />KNOCKOUT 3" X 5" PRE-FAB
<br />LINTELS ARE BY
<br />KNOCKOUT AT LINTEL TO
<br />CAST-CRETE
<br />I
<br />ALLOW FILLED CELL TO
<br />DIVISION OF FECP
<br />��
<br />CONTINUE BEAM ABV. (TYP.
<br />SEE SHOP
<br />��!
<br />EA. SIDE)
<br />DRAWINGS
<br />�- TYP .
<br />TAIL AT LI L
<br />A
<br />SCALE: N.T.S.
<br />Cor
<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 />4" CLR. TO
<br />(END TOP BAR) COL. HOOKS
<br />'E' BAR STD
<br />S-1'/4
<br />STD, 90° HOOKS 1
<br />STD, 90' HOOK
<br />—'C' BAR (TOP)
<br />SEE NOTE 1 'S-2'/4 OR CANTILEVEER
<br />SPAN WHICHEVER IS
<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 />AM IBIENDING DIAGRAM
<br />SCALE: N.T.S
<br />CONT. 16ga VERTITF
<br />(2) #12 SELF DRILLING SCR
<br />AT EACH
<br />w/ MIN. %" EDGE DISTP
<br />—STEEL BEAM
<br />(SEE PLAN)
<br />ATTACH
<br />3Yi"x16ga METAL STUDS fd 16" O/C----'
<br />VERTITRACK
<br />TO STL. BEAM
<br />w/(2) 0.145 DIA.
<br />PAF WITH FULL
<br />PENETRATION
<br />(2) #12 SELF DRILLING SCREWS
<br />TO THICKNESS
<br />AT EACH STUD
<br />na 12" O/C AND
<br />w/ MIN. %" EDGE DISTANCE
<br />3" AWAY FROM
<br />ENDS.
<br />CONT, 16ga VERTITRACK
<br />SECTION
<br />A
<br />�
<br />SILL
<br />BEAM
<br />SCALE: N.T.S.
<br />METAL STUDS TO TRACK w/(2)
<br />#12-14 METAL
<br />SCREW TO BOTH SIDES (TYP. fd
<br />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
<br />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
<br />AND
<br />HORIZ. PANEL JOINTS. FASTENED
<br />TRACK (TYP. AT EACH STUD)
<br />fcD 4" O/C FIELD AND EDGES
<br />PROVIDE 2"x14 GA DIAGONAL
<br />STRAPS ON BACK OF STUDS.
<br />3 1/2", 16" GA., C0NT.
<br />ATTACH TO EACH STUD w/W #10
<br />BASE TRACK W/(2) 1/8"
<br />TEKS (2 LINES OF "X" BRACING x
<br />DIA. RAMSET POWDER
<br />20'-0" SPANNING TOP TO BOTTOM)
<br />DRIVEN FASTENERS 5 6"
<br />O/C ATTACH METAL STUDS
<br />TO TRACK w/(2) #12-14
<br />JOIST BAG.
<br />METAL SCREW TO BOTH
<br />ELEV, SEE PLAN
<br />SIDES (TYP. fat EACH
<br />INTERSECTION)
<br />6"x16 GA STUDS fal
<br />161, O/C
<br />6"x16 GA rd 16" O/C
<br />STUD WALL 6" HIGH
<br />w/6"x16 GA TRACK
<br />TOP AND BOT.
<br />SECURE EACH STUD
<br />w/W #12 TRACKS TO
<br />EACH TRACK (TYP.)
<br />6"x16 GA CONT.
<br />TRACK w/(2) #12 TO
<br />METAL DECK Fd 6"
<br />O/C (TYP.)
<br />E)
<br />STL
<br />CL
<br />LL
<br />w
<br />Q
<br />z
<br />0
<br />Ir
<br />O
<br />0
<br />U
<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 CONCI
<br />FILLED
<br />CONCRETE
<br />FOOTING,
<br />SCALE: N.T.S.
<br />tn" TYP ~
<br />PLAN V I E UU 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 />TEK SCREWS TO EXISTING CURB,
<br />I I FASTEN 2" WIDE x 18 GAUGE GALVANIZED TIE -DOWN
<br />I STRAP, SECURE w/(4) 1/4-14 x 1" TEK SCREWS TO
<br />EXISTING I ( CURB AND EQUIPMENT CASE, PROVIDE STRAPS AT EACH
<br />ROOF TOP I ( CORNER AND AT 24" O/C BETWEEN CORNERS TYP, AT
<br />A/C UNIT ALL FOUR SIDES (MINIMUM 3 STRAPS PER SIDE)
<br />ROOF TOP
<br />CURB
<br />3/8 1. DIA, LAG BOLTS 4" FROM EACH CORNER &
<br />(MIN. 18 ga)
<br />T MAX 24" O/C (MIN 3 PER SIDE) TYP. ALL 4 SIDES
<br />t7 �zU
<br />w Lu
<br />o zw�
<br />Q 3:Lu EXISTING ROOFING
<br />� n_W0
<br />-----------
<br />O
<br />A/C SUPPORT
<br />18ga x 2" STRAP fa 24" 0/0 (3 FRAME REINFORCE TOP & BOTTOM
<br />METAL DECK MIN PER SIDE) TYP. ALL 4 SIDES CHORDS w/(2)-3/4" DIA. RODS
<br />SEE PLAN FASTENEN TO CURB w/(4) (SEE DETAIL 4/1)
<br />1/4-14x1" TEKS AND w/(1) 1/4" DIA, EXISTING STL.
<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 />STEEL JOIST -
<br />SEE PLAN
<br />EXISTING STEEL BEAM—` J
<br />(SEE PLAN) JOIST GIRDER (SEE PLAN) J
<br />SECTION AT BEARING
<br />CANTILEVEREDWALL (PA APET)T STL. BEAM WALL AT JOIST ER
<br />SCALE: N.T.S. SCALE: N.T.S.
<br />6", 16" GA., CONT. TRACK a 5/8" PL STIFFNER a0 COL. CL
<br />W/(2) 1/8" DIA, RAMSET AT BEAM BRG. POINTS OVER
<br />POWDEP STEEL COLUMNS
<br />FASTENERS r
<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 />6 16" GA., CONT, TRACK
<br />W/(2) 1/8" DIA. RAMSET
<br />POWDER DRIVEN
<br />FASTENERS fd 6" O/,C
<br />ATTACH METAL STUDS TO
<br />TRACK w/(2) #12-14 METAL
<br />SCREW TO BOTH SIDES
<br />(TYP. fc-0 EACH
<br />INTERSECTION)
<br />STEEL BEAM—!
<br />(SEE PLAN)
<br />METAL STUD CURTAIN WALL CONN. DETAIL
<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 />ISEE PLAN) (�
<br />E70XX TYP, E70XX TYP.
<br />1/4" 1/4"
<br />L 8"x8"x3/4"x12" LONG L 8"x8"x3/4"x12" LONG
<br />w/1/2" STIFF, PLATES fd w/1/2" STIFF. PLATES fol
<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 />� P1
<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 />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)-Y4" DIA.
<br />RODS
<br />(SEE DETAIL)
<br />ADD L2x2x 31, 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 />VERT. REINF,
<br />IN CONCRETE
<br />FILLED CELL.
<br />TYP. fla
<br />EA. END
<br />Proj. Mgr.
<br />JU
<br />Job. Capt.
<br />SG
<br />Drawn by
<br />JT
<br />RON BARR, A.I.A.
<br />Revd by STATE OF FLORIDA
<br />RB AR 0016160
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<br />COPYRIGHT 2012
<br />BARR ARCHITECTURAL STUDIO
<br />Revisions:
<br />Z1 GENERAL REVISIONS (09/3.0/2013)
<br />�2 AS BUILT (04/24/2014)
<br />CADFILE No.
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<br />Sheet Title
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<br />TAYLAN KALKAN, P.E.
<br />Date: -Sheet No.
<br />ENGINEERING PLUS 5 - 5 - 2 014
<br />EL. P.E. # 67349 & C.A. # 26538
<br />19528 SEDGEFIELD TERRACE Project No.
<br />y 0T (561) 479 3743 fax 12 - 0 2 7
<br />(561) 756 4106
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />SCALE: N,T.S,
<br />
|