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<br />NOTI
<br />REF: PLANS
<br />(4) BOLT BASE PLATE
<br />3 1/2" DIA. X 1/2"
<br />PL WASHER & NUT
<br />w
<br />W J
<br />ui co
<br />T.O. FOOTING
<br />OR PEDESTAL
<br />HEADED ANCHOR
<br />=
<br />STUDS MAY BE
<br />QSUBSTITUTED
<br />U.O.N.
<br />O
<br />U) DIA. SEE
<br />z
<br />z SCHED.
<br />g
<br />TACK HEAD
<br />OR
<br />U-
<br />1 /8" DAMAGE
<br />THREADS
<br />ANCHOR
<br />PROJECTION
<br />BOLT DIA.
<br />3/4"
<br />5"
<br />1 3/8"
<br />6"
<br />ANCHOR BOLT DIAGRAM
<br />L
<br />EQ EQ
<br />3"
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<br />I
<br />ANCHOR
<br />PLATE
<br />BOLT DIA.
<br />WASHER
<br />3/4"
<br />2" DIA. X 1/4" THICK
<br />1 3/8"
<br />3" DIA. X 1/2" THICK
<br />- A.B. CENTERED ON
<br />BASE PLATE AS SHOWN
<br />WHERE (6) BOLT
<br />PATTERN IS REQUIRED,
<br />REF. SCHEDULE
<br />1/2" GUSSET
<br />PLATE THRU COL.
<br />HSS COL.,
<br />REF: PLANS
<br />REF.
<br />NOTE 2
<br />(4
<br />iX-7-7
<br />)/(6) BOLT BASE PLATE AT BRACEE
<br />COL. BASE PLATE
<br />T T
<br />GROUT MAY BE BEVELED OR FORMED
<br />BUT SHALL EXTEND A MIN. OF "T" BEYOND
<br />FACE OF BASE PLATE. "T" = 1 1/2" FOR
<br />ANCHOR BOLT DIA. UP TO 1" AND 2 1/2"
<br />FOR ANCHOR BOLT DIA. UP TO 1 3/8"
<br />GROUT PLACEMENT
<br />BASE PLATES
<br />NOTES:
<br />1. REF. COLUMN SCHEDULE FOR WIDTH "W" LENGTH "L"
<br />AND THICKNESS "T"
<br />2. SIZE WELDS PER AISC MIN. FILLET REQUIREMENTS (4
<br />SIDES TYP.)
<br />CONT. THir''r-'r^
<br />EDGE & RE
<br />REF. PLAN
<br />z
<br />0
<br />0 CIRCULAR CONTROL JOINT
<br />z
<br />O
<br />U
<br />SECONDARY POUR, SIZE
<br />TO CLR. BASE PLATE
<br />CONTROL JOINT o o CONTROL JOINT
<br />0 0
<br />NR CONTROL JOINT
<br />UIRED
<br />z
<br />O
<br />%,�LUMN, REF. PLANS O
<br />ISOLATION JOINT NOTES:
<br />- ISOLATION JOINTS AT COLUMNS TO BE CIRCULAR BLOCKOUT.
<br />- SECONDARY POUR AT LEAVE OUTS TO BE SIZED TO CLR. BASE PLATE AND
<br />BRACE WHERE BRACE OCCURS.
<br />2 GENERAL ISOLATION JOINT INFORMATION
<br />S3 3/4" = V-0"
<br />RESAW CONSTRUCTION JOINT
<br />1/8" WIDE X T/4 DEEP CUT
<br />1/2" DIA. X 2'-0" LG. SMOOTH
<br />DOWELS @ 24" O.C. GREASE
<br />ONE END, CENTER ON JOINT
<br />Wp
<br />2'-0" 2'-0"
<br />CONSTRUCTION JOINT
<br />SAWCUT FILL WITH JOINT
<br />FILLER AT EXPOSED JOINTS
<br />AND FILL WITH SUBFLOOR
<br />FILLER UNDER TILE AND
<br />CARPET, REF. SPECIFICATIONS
<br />1/8" WIDE X T/4 DEEP
<br />SAWCUT JOINT
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<br />O
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<br />SLAB JOINT NOTES:
<br />- REF. PLAN FOR SLAB THICKNESS "T", REINFORCING AND SUBBASE
<br />- CONTROL JOINTS TO BE EITHER A SAWCUT OR CONSTRUCTION JOINT.
<br />- SAWCUT JOINT SHALL BE 1/8" WIDE X T/4 DEEP CUT MADE WITHIN 24 HRS. OF POUR.
<br />WWF SHALL BE CONTINUOUS @ ALL C.J.S. U.O.N. ON PLANS
<br />- DIAMOND DOWELS MAY BE USED IN LIEU OF SMOOTH DOWELS AT SPACING
<br />INDICATED FOR CONSTRUCTION JOINTS.
<br />- DOWELS MUST BE LEVEL AND SQUARE WITH JOINTS.
<br />4 FOUNDATION DETAIL
<br />S3 314" =1 �-0"
<br />SAWCUT JOINT
<br />TYP. "C.J..
<br />1 GENERAL BASE PLATE AND ANCHOR BOLT INFORMATION 3 GENERAL CONSTRUCTION JOINT INFORMATION (-6-);FOUNDATION DETAIL
<br />S3 3l4" = V-0" S-
<br />REF. WALL SECTIONS FOR
<br />MORE INFO.
<br />CONC. SLAB, REF. PLAN
<br />CONC. CURB, REF. PLAN
<br />#3 CONT. AT PERIMETER
<br />#3 DOWELS @ 24" O.C.,
<br />DRILL AND EPDXY SET 2"
<br />INTO SLAB AT PERIMETER
<br />THICKENED EDGE,
<br />REF. S3-7
<br />NOTES:
<br />STL. COL., REF. PLAN
<br />STL. COL., REF. PLAN
<br />-ANCHOR BOLT EMBEDMENT LENGTH TO
<br />STL. COL., REF. PLAN
<br />BE FTG. THICKNESS MINUS 4" 1 I
<br />1/2"
<br />STL. BRACE, REF. PLAN
<br />SECOND POUR NOT SHOWN FOR CLARITY
<br />NOTES: 1 I
<br />1 I
<br />STL. KNIFE PL.SLOTTED THRU
<br />SIDE OF
<br />STL. KNIFE PL.SLOTTED
<br />-ANCHOR BOLT EMBEDMENT LENGTH TO I I
<br />ANY PORTION OF STRUCTURAL
<br />COL.
<br />PL.
<br />THRU COL.
<br />BE FTG. THICKNESS MINUS 4" I
<br />STL. BELOW FINISHED FLOOR
<br />TYP. EA. I I
<br />-SECOND POUR NOT SHOWN FOR CLARITY 1 I
<br />MUST BE COATED WITH AN
<br />SIDE OF 1/2°
<br />STL. BRACE, REF. PLAN
<br />ANY PORTION OF
<br />ASPHALTIC BASED
<br />PL 1/4" 7 1
<br />I
<br />STRUCTURAL STL. BELOW
<br />1 1
<br />CORROSION RESISTANCE
<br />ANY PORTION OF
<br />1/4
<br />FINISHED FLOOR MUST BE
<br />COATING UPON INSTALLATION
<br />I I
<br />STRUCTURAL STL. BELOW
<br />COATED WITH AN ASPHALTIC
<br />I I
<br />1/4„
<br />FINISHED FLOOR MUST BE
<br />2 SETS OF TIES WITHIN
<br />BASED CORROSION
<br />1
<br />k
<br />COATED WITH AN ASPHALTIC
<br />TOP 6" OF PIER
<br />RESISTANCE COATING UPON
<br />NON -SHRINK GROUT
<br />I
<br />BASED CORROSION
<br />INSTALLATION
<br />� RESISTANCE COATING UPON
<br />16" EMBEDMENT
<br />0-0
<br />NON -SHRINK GROUT
<br />INSTALLATION
<br />(MIN.) LENGTH AT
<br />I I
<br />PIERS, TYP.
<br />w W
<br />REF. PLAN &FTG. SCH. FOR
<br />1
<br />W
<br />I I
<br />SIZE, DEPTH & REIN. REQ'D IN
<br />I I
<br />NON -SHRINK GROUT
<br />HAIRPINS W/
<br />`\' Q
<br />SCHEDULE OR PIER
<br />FTG'SOL
<br />STANDARD ACI
<br />CONC. COL. SIZE AND
<br />HOOK, TYP.
<br />REINF.
<br />-
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<br />3"
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<br />i� _j 3"
<br />U REF. PLANCLEAR
<br />W.P., TYP. REF. PLAN &FTG. SCH. FOR
<br />co U 3"_-4REF. PLAN
<br />POSITION CTR. REINF. TO
<br />REF. PLAN &FTG. SCH. FOR
<br />REF. PLAN
<br />CLR.
<br />CLR.
<br />SIZE, DEPTH &REIN. REQ'D
<br />CLR.
<br />ANCHOR BOLT
<br />SIZE, DEPTH & REIN. REQ'D
<br />g FOUNDATION DETAIL
<br />S3 314" = V-0"
<br />8"
<br />CONC. SLAB, REF. PLAN
<br />MC CHANNEL, REF. PLAN
<br />3 SIDES
<br />3/16"
<br />L4X4X1/4"X0'-5" LG. W/ (2)
<br />1/2"X4" LG. SIMPSON TITEN
<br />HD SCREW ANCHOR (2" MIN.
<br />13",
<br />3
<br />CLR. TO SLAB EDGE)
<br />MIN.I
<br />THICKENED EDGE
<br />I
<br />CURB AS REQ'D
<br />12 FOUNDATION DETAIL
<br />S3 3/4" =1'-0"
<br />(6)#5 HAIRPINS
<br />(7)#5 HAIRPINS
<br />HAIRPIN SECTION
<br />6 BAR DIA OR 3" MIN.
<br />ALTERNATE HOOK
<br />LOCATION TYP.
<br />STIRRUP SECTION (SINGLE SET OF TIES)
<br />_ 18 PIER #2 SECTION
<br />S3 1/2" = V-0"
<br />IN FTG S
<br />IN FTG'S
<br />g
<br />FOUNDATION DETAIL
<br />(1-0
<br />FOUNDATION DETAIL
<br />S3
<br />3/4" =1'-0"
<br />3/4" = V-0"
<br />CONC. SLAB, REF. PLAN
<br />_ac� ac--"-�—
<br />1�
<br />NOTE:
<br />COORDINATE LAYOUT W/
<br />ARCH. DRAWINGS
<br />13 FOUNDATION DETAIL
<br />S3 3/4" = V-0"
<br />CONC. SLAB, REF. PLAN
<br />CURB AS REQ'D -
<br />NOTE: THICKENED EDGE,
<br />COORDINATE LAYOUT W/ REF. S3-7
<br />ARCH. DRAWINGS
<br />14 FOUNDATION DETAIL
<br />S3 3/4" = V-0"
<br />TIES & FOOTING REINF. NOT
<br />SHOWN FOR CLARITY
<br />\
<br />>
<br />PIER, REF. PLANS
<br />FOOTING, REF. PLANS
<br />jt
<br />SN
<br />\a RN
<br />° ` o", \
<br />REF. WALL SECTIONS FOR
<br />5/8" EXPANSION JOINT
<br />I
<br />MORE INFO.
<br />WRAPPING COLUMN
<br />CONC. SLAB, REF. PLAN
<br />1 0 1
<br />2" X 3 5/8" STEP FOR \ \
<br />CURB SUPPORT
<br />\ \
<br />I
<br />I
<br />EXPANSION JOINT, REF.
<br />STL. COL., REF. PLANS
<br />13 5/8"
<br />ARCH.
<br />CONC. SLAB, REF. PLAN
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<br />0
<br />: `
<br />I1-
<br />I
<br />4"
<br />I i .
<br />#3 BENT BAR -16"
<br />DEVELOPMENT LENGTH
<br />N J
<br />BOTH TOP AND BOTTOM
<br />cn
<br />15 FOUNDATION DETAIL 1 g FOUNDATION DETAIL
<br />S3 3/4" =1'4' S3 1 1/2" =1'-0"
<br />T.O. WALL = 8'-8" A.F.F.
<br />#12 MASONRY SCREW Q SINGLE COURSE BOND BEAM,
<br />REF. WALL SECTIONS ANCHOR (1" MIN. EMBED) REF. PLAN FOR REINF.
<br />FOR MORE INFO. REF: PLAN FOR REINF.
<br />(1) #4 CONT.
<br />CONC. SLAB, REF. PLAN
<br />PRECAST CAPSTONE, REF. ARCH
<br />1/2 EXP. JOINT
<br />GALVINIZED CORREGATED BRICK
<br />CONC. SLAB, REF. PLAN VENEER ANCHOR @ 24" O.C.
<br />I I
<br />0 13 5/8"
<br />-�-x
<br />GV J
<br />c
<br />HAIRPIN PIER
<br />REINFORCEMENT, REF.
<br />PLANS & SCHEDULE
<br />1 g PIER #2 ISO \�~~' A 20 THICKENED EDGE WITH CURB
<br />S3 3/4" = V-0" S3 3/4" = V-0"
<br />�a #4 HOOK BARS Q 16" O.C. z
<br />_ Q
<br />4" CMU a
<br />•�s•.
<br />LL
<br />77
<br />w
<br />GROUT SOLID ALL CELLS BELOW
<br />-
<br />1-6 .
<br />GRADE -
<br />z
<br />DOWELS TO MATCH VERT. REINF., a
<br />REF. PLAN
<br />a
<br />c')
<br />jEL
<br />-
<br />w
<br />1
<br />CT
<br />21 FOUNDATION DETAIL
<br />S3 3/4" =1'-0"
<br />REF. PLAN FOR SIZE, DEPTH &
<br />REIN. REQ'D IN FTG'S
<br />22 FOUNDATION DETAIL
<br />S3 3/4" = l'-0"
<br />CONC. SLAB, REF. PLAN
<br />(2) #4 CONT
<br />GROUT SOLID ALL CELLS
<br />BELOW GRADE
<br />DOWELS TO MATCH VERT.
<br />REINF., REF. PLAN
<br />REF. PLAN & FTG. SCH. FOR
<br />SIZE, DEPTH & REIN. REQ'D
<br />IN FTG'S
<br />5 FOUNDATION DETAIL
<br />S3 3/4" = V-0"
<br />REF. WALL SECTIONS FOR
<br />MORE INFO.
<br />CONC. SLAB, REF. PLAN
<br />(2) #5 CONT.
<br />7 FOUNDATION DETAIL
<br />3/4" = V-0"
<br />STL. COL., REF. PLAN
<br />ANY PORTION OF
<br />1 STRUCTURAL STL. BELOW
<br />FINISHED FLOOR MUST BE
<br />COATED WITH AN ASPHALTIC
<br />1/4" LL I 1 BASED CORROSION
<br />w 0 1 I 1 RESISTANCE COATING UPON
<br />U O U) INSTALLATION
<br />Q o a 1 NON -SHRINK GROUT
<br />3 TIES WITHIN TOP rph
<br />6" OF PIER
<br />16" EMBEDMENT REF: FDN. PLAN & SCHEDULE
<br />(MIN.) LENGTH AT FOR PIER CONC. COL. SIZE
<br />PIERS, TYP. AND REINF.
<br />HAIRPINS W/
<br />STANDARD ACI
<br />HOOK, TYP.
<br />Li
<br />w
<br />REF. PLAN
<br />REF. PLAN &FTG. SCH. FOR
<br />SIZE, DEPTH & REIN. REQ'D
<br />IN FTG'S
<br />11 FOUNDATION DETAIL
<br />S3 3/4" =1'-0"
<br />HSS COL., REF. PLAN
<br />TYP. 1/8 8X8X3/8 EMBED PLATE
<br />WITH (1)1/2" DIA 6" LONG
<br />HEADED STUD
<br />X-sNC X
<br />1 L_ CONC. SLAB, REF. PLAN
<br />REF. PLAN & FTG. SCH.
<br />FOR SIZE, DEPTH &
<br />REIN. REQ'D IN FTG'S
<br />17 INTERIOR FOUNDATION DETAIL
<br />S3 3/4" = V-0"
<br />23 FOUNDATION DETAIL
<br />S3 3/4" = V-0"
<br />CONC. SLAB, REF. PLAN
<br />STD. HOOK
<br />(2) #5 CONT.
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