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PROVIDE RECESS AS
<br />REQUIRED (AS ARCH. PLANS)
<br />12"x12" THICKENED EDGE AT
<br />OPENING W/ (2) #5 CONT.
<br />0'-0" T,O, SLAB
<br />FILLED CELL W/\\j
<br />(1) #5 0 24" X
<br />O/C MAX, w
<br />�X\//
<br />r ¢ j�%j
<br />6" CONC. SLAB (SEE PLAN)
<br />/
<br />• . •;: .p
<br />2'-4" W x 16" D CONT. STEM
<br />•• : ' g. �,;.• ,;
<br />��j\ WALL CONC. FOOTING w/ (4)
<br />/
<br />". •...,
<br />#5 REBARS CONT. BOT. AND
<br />,�.• •• .\/�
<br />' •.'. �' .d
<br />�// #5 TRANSV, BARS IU 12" O/C
<br />TYPICAL STEM WALL FOOTING @
<br />EXT. OPENINGS
<br />SCALE: N,T.S,
<br />(LEVEL IV) 42'-0" T.O. PARAPET ,114
<br />(VERIFY)
<br />HORZ, HSS 4"x4"x1/4 STEEL —
<br />TUBE CONT. OVER PARAPET
<br />(SEE PLAN)
<br />STEEL STUB COLUMN
<br />(SEE PLAN)
<br />STEEL BEAM (SEE PLAN
<br />T.O.
<br />LE \ /E L III)
<br />STEEL COLUMN �
<br />y (VERIFY)
<br />(VERIFY)
<br />STEEL STUB COLUMN
<br />(SEE PLAN)
<br />L 3"0"xl/4" BRACE AT
<br />FRONT FACE BETWEEN
<br />EACH STL. COL. SIMILAR
<br />TO SIDE ELEV, (TYP,)
<br />L 3"x3"x1/4" BRACE AT --
<br />FRONT FACE BETWEEN
<br />EACH STL. COL, SIMILAR
<br />TO SIDE ELEV. (TYP,)
<br />PL 1/4"xB"x8" (TYP.)
<br />(LEVEL I I )
<br />STEEL COLUMN
<br />(VERIFY)O.
<br />PL 1/4"x8"x8" (TYP.)
<br />TYP. SHEATHING NOTE
<br />5/8" GP DENSGLASS GOLD
<br />GYPSUM SHEATHING OR
<br />EQUAL TO 16 GA 16" O/C
<br />WALL STUDS WITH #10xl
<br />1/4" TYPE(S) S-12 COATED
<br />BUGLE HEAD SCREWS 3/8"
<br />FROM ENDS AND EDGES
<br />AND AT 4" O/C.
<br />J
<br />L 3"0"xi/4" BRACE (TYP,) <
<br />O
<br />w
<br />STEEL STUB COLUMN
<br />(SEE PLAN)
<br />L 3"x3"xl/4" BRACE AT
<br />FRONT FACE BETWEEN
<br />EACH STL. COL. SIMILAR
<br />TO SIDE ELEV, (TYP.)
<br />HSS 6"x6"xi/2" STL,
<br />BRACE BETWEEN COLUMNS
<br />PL 1/4"x8"x8" (TYP.) -
<br />L 3"x3"xi/4" BRACE (TYP.)
<br />L 3"x3"xl/4" BRACE AT----'
<br />FRONT FACE BETWEEN
<br />EACH STL. COL, SIMILAR
<br />TO SIDE ELEV, (TYP,)
<br />STEEL STUB COLUMN
<br />\�
<br />(SEE PLAN)
<br />(LEVEL I) 13'-6" T.O. STEEL COLUMN
<br />DRILL 6" INTO EXISTING BEAM AND SET 2 #
<br />5 X 30" DOWEL IN HILTI HT-HY 150 OR EQ,
<br />EPDXY GROUT
<br />NEW CONC. TIE BEAM EXISTING
<br />BEAM
<br />(SEE PLAN)
<br />I
<br />NEW CONC, STARTER COLUMN
<br />(SEE COLUMN SCHEDULE)
<br />4
<br />VERIFY
<br />DRILL 5" INTO EXISTING WALL AND
<br />EXISTING
<br />SET # 5 X 12" DOWEL IN HILTI 4
<br />FILLED CELL,
<br />HT-HY 150 EPDXY GROUT OR EQ.
<br />IF NOT
<br />AT 18" 0. 0.
<br />EXISTS, ADD
<br />PER DETAIL 4
<br />MIN, 48" BAR OVERLAP
<br />#5 x 42" LONG DOWEL. DRILL MIN, 12" INTO EXISTING °
<br />as
<br />CONC. DRILL THROUGH CENTER OF EXISTING CONC.
<br />CURB AND SET w/HILTI HIT-HY 150 EPDXY -TIE
<br />EXISTING
<br />ANCHORING ADHESIVE OR EQUAL
<br />MASONRY
<br />PROVIDE HOLE WITH 3/4" DIA. DRILL BIT
<br />WALL
<br />(SEE ADHESIVE ANCHORING INSTALLATION NOTE),
<br />NEW CONC, FOOTING
<br />(SEE PLAN)
<br /><4
<br />DRILL 6" INTO EXISTING BEAM
<br />AND SET 2 # 5 X 30" DOWEL
<br />EXISTING FOOTING
<br />IN HILTI HT-HY 150 OR EQ.
<br />EPDXY GROUT
<br />CONCRETE START-UP COLUMN
<br />DTL.
<br />SCALE: N.T.S.
<br />'x16 GA VERT. METAL
<br />FRAME fill 16" O/C
<br />(TYP.)
<br />STEEL BEAM
<br />(SEE PLAN)
<br />HSS 6"x6"x1/2" STL.
<br />BRACE BETWEEN COLUMNS
<br />1/4"
<br />PL 1/4"x6"x18"
<br />(TYP.)
<br />(VERIFY)
<br />STEEL BEAM (SEE PLAN !�;; STEEL BEAM (SEE PLAN)
<br />!., HSS STEEL TUBE FRAME
<br />Iy' BEYOND (SEE PLAN)
<br />CONC, FILLED STEEL
<br />COLUMN (SEE PLAN)
<br />CONCRETE FILLED STEEL COLUMNS SHALL HAVE
<br />SOLID BOTTOM AND TOP PLATES CUTOUT PLATES
<br />ARE NOT ACCEPTABLE, FILL WITH CONCRETE
<br />PRIOR TO PLACING PLATES.
<br />6"x16 GA METAL FRAME Irl
<br />16" O/C FOR CEILING
<br />f. r SUPPORT (SEE PLAN)
<br />MIN. 4"x4"xl/4"
<br />CONT, STL, ANGLE
<br />w/1/2" DIA NELSON
<br />STUDS fd 24" O/C
<br />EMB. INTO
<br />CONCRETE
<br />FILLED CELL W/
<br />3/4" • °
<br />(1) #7 rd 16" O/C MAX. .'°
<br />w/STD ACI HOOK AT
<br />FOUNDATION
<br />X Z
<br />g a
<br />8" CMU
<br />WALL
<br />O W
<br />3/4" STUCCO
<br />(MIN 2 COATS)
<br />DRIVEWAY SEE
<br />ARCH, FOR SPEC'S
<br />#9 GAGE HORIZONTAL, 4
<br />LADDER TYPE,
<br />JOINT
<br />REINFORCING, 16"
<br />O.C. VERT. j j'jj z
<br />(TYP.)
<br />STEEL DECK
<br />ABV. (SEE DECK i
<br />SCHEDULE)
<br />6 x16 GA VERT. METAL
<br />HSS STEEL TUBE FRAME 110 16" O/C
<br />FRAME BEYOND (TYP.)
<br />(SEE PLAN)
<br />STEEL BEAM
<br />(SEE PLAN)
<br />PL 1/4"x6"x18"
<br />(TYP,)
<br />STEEL BEAM (SEE PLAN
<br />HSS 6"x6"x1/2" STL. \
<br />BRACE BETWEEN COLUMNS
<br />1/4"
<br />TYP, METAL TRACK CONN,
<br />6", 18" GA., CONT, TRACK W/(2) 1/8" DIA.
<br />RAMSET POWDER DRIVEN FASTENERS fla 6"
<br />O/C ATTACH METAL STUDS TO TRACK
<br />w/(2) #12-14 METAL SCREW TO BOTH
<br />SIDES (TYP. fal EACH INTERSECTION)
<br />ALL FIELD BOLTS AND WELDS TO THE SHOP
<br />f .
<br />COAT SHALL BE SPOT PAINTED OR TREATED
<br />WITH THE MATERIAL USED FOR THE SHOP COAT,
<br />I:
<br />OR AN EQUIVALENT
<br />TO THE SHOP COAT, AFTER
<br />D,
<br />REMOVAL OF
<br />ALL OBJECTIONABLE DELETERIOUS
<br />MATERIALS,
<br />STRUCTURAL
<br />STEEL PROTECTION BELOW GRADE
<br />BASE STEEL
<br />PLATE SHALL BE GALVANIZED AS PER
<br />f >.
<br />ASTM A 123
<br />SURFACES IN
<br />CONTACT WITH CONCRETE SHALL
<br />BE ASPHALT
<br />COATED
<br />.�
<br />STL. BASE PLATE
<br />(SEE PLAN)
<br />SAW -CUT EXISTING SLAB
<br />'
<br />TO ACCOMMODATE NEW
<br />EXISTNG CONC. SLAB
<br />CONCRETE PAD FOOTING
<br />NEW CONCRETE PAD
<br />FOOTING
<br />STEEL STUB
<br />COLUMN
<br />(SEE PLAN)i
<br />PL 1/4"x6"x18"
<br />(TYPJ
<br />#7's Ito 16" O/C MAX. w/STD
<br />36" ACI HOOK INTO SLAB
<br />(3) #5 CONT, DOUBLE WIRE MESH
<br />(SEE PLAN) 3'-0" FROM EDGE
<br />6" CONC. SLAB
<br />(SEE PLAN)
<br />FINISH FLOOR LINE
<br />\ 1 -0",
<br />/\/jX/\\
<br />,MIN, 48" BAR OVERLAP /////.
<br />\v\v\v\v\v\\\\\
<br />\//\/
<br />/WALL FOOTING/ //✓
<br />4.
<br />TYP. SECTION AT NEW LOADING DOCK
<br />SCALE: N.T.S.
<br />STEEL STUB COLUMN
<br />(SEE PLAN)
<br />i
<br />i
<br />HORIZONTAL L 3"x3"xi/4"
<br />BRACE SEE ENTRY
<br />FEATURE FRAMING PLAN
<br />ON SHEET S-3 LEVEL II
<br />DOUBLE ANGLE BOLTED
<br />SHEAR CONNECTION (TYP,)
<br />6"x16 GA VERT, METAL
<br />FRAME fat 16" O/C
<br />STEEL STUB COLUMN (TYP,)
<br />(SEE PLAN)
<br />HSS 6"x6"xi/2" STL,
<br />BRACE BETWEEN COLUM
<br />i
<br />i
<br />OIL 19'-2" T.C. EXISTING CONC, TIE BEAM
<br />Y (VERIFY)
<br />h
<br />HORIZONTAL L 3"x3"xl/4"
<br />BRACE SEE ENTRY
<br />FEATURE FRAMING PLAN
<br />ON SHEET S-3 LEVEL II
<br />PROVIDE NEW L 6"x10"x1/2"
<br />STEEL ROOF JOISTS ANGLE FOR PARAPET WALL
<br />SUPPORT ABV. REINFORCE
<br />EXISTING JOIST TO
<br />ACCOMMODATE FOR NEW
<br />LOAD ABV. (WHERE APPICABLE)
<br />13'-6" BOT, OF NEW STEEL BEAM
<br />(VERIFY)
<br />NEW STOREFRONT
<br />WINDOW/DOOR SYSTEM SEE
<br />PLAN AND MANUFACTURER'S
<br />SPECIFICATION
<br />ISTNG CONC, SLAB
<br />EXISTING CONCRETE
<br />PAD FOOTING
<br />SECTION AT ENTRY FEATURE FRAMING
<br />1
<br />SCALE 3/8"=1'-0"
<br />ADDITIONAL CROSS
<br />3"x3"x1/4" BRACINGS WHERE
<br />SHOWN (SEE PLAN)
<br />RAILING
<br />(PROVIDE SHOP
<br />DRAWING)
<br />TYP. RETAINING WALL
<br />SECTION AT LOADING DOCK
<br />SCALE: N.T.S.
<br />1,-MI,
<br />PROVIDE 7/8" DIA.
<br />` .ES FOR 3/4"
<br />BOLTS WITH
<br />MUM 6"
<br />iEDMENT INTO
<br />JC,
<br />v
<br />00
<br />n'v
<br />BOTTOM PLATE PLATE
<br />(TOP VIEW)
<br />NOTE:
<br />- ALL EXPANSION BOLTS TO BE HILTI KWIK BOLT III OR EQUAL
<br />- ALL THRU BOLTS TO BE ASTM A325,
<br />- ALL STEEL PLATES TO BE ASTM A36,
<br />- 1/4" FILLET WELDS, ALL AROUND FOR PLATE
<br />AND COLUMN CONNECTIONS.
<br />ALL BOLT HOLES TO BE 7/8"0 FOR 3/4"0 BOLTS.
<br />- MIN. EDGE DISTANCE TO BE 2"
<br />- STEEL COLUMN TO BE CONCENTRIC ON PLATE
<br />- ALL STEEL COMPONENTS SHALL BE GALVANIZED
<br />STL. COL.
<br />(SEE PLAN)
<br />'-109
<br />2" 11-6,„,1 2„
<br />PROVIDE 7/8" DIA,
<br />L 8"x8"x1/2"x 24" HOLES FOR 3/4" DIA.
<br />ZLONG STL. TOP BOLTS WITH MINIMUM 6"
<br />PLATE EMBEDMENT INTO CONC.
<br />BOTTOM PLATE
<br />(SIDE VIEW)
<br />STL. COL.
<br />(SEE PLAN)
<br />8"
<br />L 8"x8"x1/2"x 24"
<br />LONG STL. TOP � 4" 4"
<br />PLATE I
<br />EXISTING /
<br />CONC. BEAM
<br />BOTTOM PLATE
<br />(SECTION)
<br />TYP. STEEL COLUMN TO TOP OF CMU WALL CONN.
<br />NEW HSS STEEL COLUMN FOR
<br />FRONT ENTRY FEATURE
<br />SUPPORT FRAME (SEE PLAN
<br />FOR LOCATIONS)
<br />EXISTING CONCRETE TIE BEAM
<br />AND EMB. PLATE FOR STEEL
<br />ROOF JOISTS
<br />DRILL MIN, 6" INTO EX. CONC. AND SET
<br />w/HIGH STRENGTH EPDXY GROUT
<br />KNOCKOUT EXISTING CMU WALL TO
<br />INSTALL SHORING BEAMS (MAX, 4'-0" O/C)
<br />AFTER SECURING THE STRUCTURE WITH
<br />TEMP. SHORING,
<br />PLACE NEW 8" CMU WALL AFTER INSTALLATION
<br />OF NEW STEEL BEAM. REINFORCE w/#5's rd 24"
<br />O/C IN GROUTED CELLS, TACK WELD STD REBAR
<br />HOOK TO STEEL BEAM. SEE DET, 5/S-9
<br />3/4" DIA, NELSON STUDS fcat 24" O/C
<br />SHORE & JACK EXISTING DEFLECTING
<br />ROOF STRUCTURE DURING INSTALLATION
<br />OF NEW STEEL BEAM, USE PRECAUTION
<br />DURING THE OPERATION, AVOID SUDDEN
<br />AND HIGH IMPACT LOADING DURING
<br />INSTALLATION THAT MIGHT DISMANTLE OR
<br />DAMAGE STRUCTURAL COMPONENTS
<br />NEW STEEL BEAM ABV. NEW STORE
<br />FRONT WINDOW/DOOR SYSTEM
<br />(SEE PLAN)
<br />SECTION
<br />SCALE N.T.S.
<br />EXISTING CMU
<br />PARAPET WALL.
<br />SAW -CUT AT NEW
<br />STEEL COLUMN
<br />LOCATIONS
<br />19'-2" T,O, EXISTING CONC. TIE BEAM
<br />(VERIFY)
<br />� 3
<br />S-4
<br />TEMP. STRINGER SHORING BEAM
<br />(SEE SHORING PLAN)
<br />EXISTING STEEL
<br />ROOF JOISTS
<br />r,(
<br />?'` TEMP, STRINGER SHORING BEAM
<br />(SEE SHORING PLAN)
<br />SHORE & JACK EXISTING DEFLECTING
<br />ROOF STRUCTURE DURING INSTALLATION
<br />OF NEW STEEL BEAM, USE PRECAUTION
<br />DURING THE OPERATION, AVOID SUDDEN
<br />AND HIGH IMPACT LOADING DURING
<br />INSTALLATION THAT MIGHT DISMANTLE OR
<br />f DAMAGE STRUCTURAL COMPONENTS
<br />NEW STOREFRONT
<br />WINDOW/DOOR SYSTEM SEE
<br />PLAN AND MANUFACTURER'S
<br />SPECIFICATION
<br />NEW CONC. SLAB (SEE PLAN)
<br />NEW CONT.
<br />CONC. WALL FTG.
<br />(SEE PLAN)
<br />SCALE 3/8"=V-0"
<br />TAYLAN KALKAN, P.E.
<br />ENGINEERING PLUS
<br />FL. P.E. # 67349 & C.A. # 26538
<br />19528 SEDGEFIELD TERRACE
<br />BOCA RATON, FL 33498
<br />(561) 756 4106 (561) 479 3743 fax
<br />1/4"
<br />ti
<br />Pro j. Mgr.
<br />JU
<br />Job. capt-
<br />SG
<br />Drawn bg
<br />JT
<br />RON BARR, A.I.A.
<br />Rev'd bg STATE OF FLORIDA
<br />REi AR 0016160
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<br />BARR ARCHITECTURAL STUDIO
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<br />Revislone:
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<br />Shoat Title
<br />Scale;
<br />Deter: Sheet No.
<br />12-26-2012
<br />Project No.
<br />12-027 S..,5
<br />
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