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12" FULLY GROUTED CMU
<br />WALL, SEE GENERAL
<br />STRUCTURAL NOTES
<br />D (1) - #5 CONT. ---�
<br />CONT. HYDROPHILIC —
<br />WATERSTOP
<br />8" CONCRETE CURB
<br />CONCRETE SIDEWALK, -,
<br />SEE CIVIL
<br />OIL T:O. SIDEWALK EL.
<br />VARIES, SEE CIVIL
<br />1/2" EXPANSION JOINT
<br />MATERIAL W/ 3/4" JOINT
<br />SEALANT AT TOP
<br />ICJ
<br />ECG
<br />3l4" = V-0"
<br />EXISTING BUIDLING,
<br />SEE PLAN
<br />1 /4"x2"x2" PLATE
<br />WASHER TYP.
<br />2" MAX. 8000`PSI
<br />NON -SHRINK, NOW
<br />METALLIC GROUT
<br />STD. HARDENED PL
<br />WASHER & HEAVY HEX
<br />NUT, TYP. UPSET
<br />THREADS TO PREVENT
<br />BACK -OFF
<br />EXISTING FOOTING,
<br />SEE PLAN
<br />SECTION
<br />2
<br />DOWEL TO MATCH CMU
<br />WALL VERTICAL REINFORCING
<br />SIZE AND SPACING
<br />V-4" THICK CONCRETE MAT SLAB
<br />FOUNDATION, REINFORCE W/ #5 @ 12"
<br />O.C. EACH WAY TOP AND BOTTOM,
<br />PLACE MAT OVER 10 MIL VAPOR
<br />RETARDER SYSTEM OVER 6"
<br />COMPACTED THICKNESS OF COARSE
<br />6"
<br />: `1' - 0".'•
<br />AGGREGATE CAPILLARY WATER
<br />'
<br />BARRIER MATERIAL OVER
<br />UNDISTURBED FIRM SUBGRADE OR
<br />APPROVED STRUCTURAL FILL
<br />_d
<br />W
<br />T.O.C. EL. =100' - 0"
<br />'
<br />a
<br />d ,
<br />:`i- 3"•
<br />4.8
<br />V-0"
<br />L
<br />COLUMN COLUMN
<br />611 61 N
<br />N N
<br />i STEEL COLUMN, 1 1/2N 11/2
<br />SEE PLAN
<br />BASE PLATE 1/2 x 6 x l'-0"
<br />W/ (4) 3/4'L DNA. ANCHOR
<br />010 O
<br />0 0
<br />1I� RODS
<br />CONCRETE SIDEWALK,
<br />SEE CIVIL T.O.C. EL. =100' - 4"
<br />i l'-0" x 1'-4" CONCRETE PEDESTAL W/
<br />4 (4) - #6 VERT. AND #4 CLOSED TIES AT
<br />7, 12" O.C. MAX. DOWEL INTO EXISTING
<br />i CONCRETE FOOTING W/ HILTI HIT-HY
<br />200 ADHESIVE ANCHORING SYSTEM
<br />A MIN. EMBED = 6"
<br />r 4;
<br />T.O.F. EL. = 9T - 0"
<br />CONCRETE FOOTING W/ (3) - #5 LONG. AND
<br />(4) - TRANS., DOWEL INTO EXISTING FOOTING
<br />W/ HILTI HIT-HY 200 ADHESIVE ANCHORING
<br />SYSTEM, MIN. EMBED= 6"
<br />3/4" =11-0"
<br />12'
<br />1/2" DIA. x 7" HEADED NOM. CONCRETE SLAB ON COMPOSITE
<br />STUD @ 12" O.C. v STEEL ROOF DECK, SEE. PLAN
<br />T.O.C. EL. =113' - 5"
<br />• .r a - ,�c' ;•a .d a',_ - .o a �7e-•
<br />= T.O.WALL EL.=117 - 8"
<br />• < , Q "
<br />T
<br />CONT, R1/2x7 W/ (1)-#6 x T-8" WELDED
<br />12" CMU BOND BEAM DEFORMED BAR ANCHORS @ 8" O.C.
<br />SEE 5/S-501 FOR ADDITIONAL
<br />INFORMATION AND REQUIREMENTS
<br />A e,
<br />a
<br />12" FULLY GROUTED CMU
<br />{ WALL, SEE GENERAL °
<br />STRUCTURAL NOTES '
<br />7 SECTION
<br />1" -1'-0N
<br />3
<br />12" FULLY GROUTED CMU DOWEL TO MATCH CMU WALL
<br />WALL, SEE GENERAL VERTICAL REINFORCING SIZE
<br />STRUCTURAL NOTES < AND SPACING
<br />1'4" THICK CONCRETE MAT SLAB
<br />FOUNDATION, SEE SECTION 1/S-501
<br />FOR ADDITIONAL INFORMATION
<br />' AND REQUIREMENTS
<br />T.O.C. EL. =100' - 0"
<br />4
<br />a „ ,
<br />:a
<br />SECTIC
<br />3/4" =1'-0"
<br />8" CMU BOND BEAM
<br />WELDED #5 x T-3" ----�
<br />DEFORMED BAR ANCHORS
<br />@ 24" O.C., CENTERED
<br />ABOUT CMU CENTERLINE,
<br />SHOP WELDED TO PLATE
<br />T.O.PARAPET EL. =118' -1"
<br />=:
<br />8" PARTIALLY GROUTED
<br />CMU PARAPET
<br />d
<br />#6 x T-8" DEFORMED BAR
<br />ANCHORS @ 12" O.C.
<br />TYP.
<br />1/4
<br />CONT. BENT R1/2x1'-0"
<br />3" /
<br />1/2" DIA. x 7" HEADED
<br />STUD @ 12" O.C.
<br />12" CMU BOND BEAM
<br />12" FULLY GROUTED CMU
<br />WALL, SEE GENERAL
<br />STRUCTURAL NOTES
<br />SECTION
<br />8" CMU BOND BEAM CONCRETE SLAB ON COMPOSITE
<br />NN STEEL ROOF DECK, SEE PLAN
<br />J
<br />U
<br />T.O.C. EL. =113' - 5"
<br />--� i
<br />T.O.WALL EL.=112 - 8"
<br />3/16 3-12 —\TYP.
<br />CONT. R1/2x7 W/ (1)-#6 x 3'-8" WELDED
<br />DEFORMED BAR ANCHORS @ 8" O.C.
<br />FABRICATE PLATES IN 3'-4" LENGTHS W/
<br />(5)-D.B.A.'S PER SECTION, SHOP WELDED TO
<br />AND CENTERED ABOUT THE CENTERLINE
<br />OF THE PLATE, PROVIDE VIBRATION DURING
<br />INSTALLATION INTO FULLY GROUTED WALL
<br />TO ENSURE PROPER BONDING FOR THE
<br />D.B.A.'S TYPICAL
<br />1N=11-0
<br />12"
<br />1/2" DIA. x T' HEADED NOM. CONCRETE SLAB ON COMPOSITE
<br />STUD @ 12" O.C. 25 STEEL ROOF DECK, SEE PLAN
<br />T.O.C. EL. =113' - 5"
<br />A to
<br />v, a „ e.
<br />T.O.WALL EL.=117 - 8"
<br />L '
<br />CONT. R1/2x7 W/ (1)46 x 3'-8" WELDED
<br />STEEL BEAM, DEFORMED BAR ANCHORS @ 8" O.C.
<br />SEE PLAN SEE 5/S-501 FOR ADDITIONAL
<br />_ INFORMATION AND REQUIREMENTS
<br />d a.
<br />• a, - w
<br />12" CMU BOND BEAM
<br />11
<br />12 FULLY GROUTED CMU
<br />WALL, SEE GENERAL
<br />STRUCTURAL NOTES
<br />8 �I�T0IN
<br />1-0"
<br />4 5
<br />K.2 COLUMN
<br />1' - 7 5l8" +/- COLUMN "
<br />M
<br />V.I.F. 6" 6" STEEL COLUMN, 1 1/2" 1 1/2" j
<br />EXISTING BUILDING, I SEE PLAN
<br />SEE PLAN o 0
<br />BASE PLATE 1/2 x 6 x 10"
<br />1/4"x2"x2" PLATE i i W/ (4) - 3/4" DIA. ANCHOR �1010
<br />-
<br />WASHER TYP. RODS
<br />2" MAX, 8000 PSI I CONCRETE SIDEWALK,
<br />NON -SHRINK, NON-, SEE CIVIL T.O.C. EL. =100' - 4"
<br />METALLIC GROUT
<br />STD. HARDENED PL .—
<br />WASHER & HEAVY HEX
<br />NUT, TYP. UPSET
<br />THREADS TO PREVENT
<br />BACK -OFF
<br />EXISTING FOOTING, —
<br />SEE PLAN
<br />' �_TIN
<br />3/4"1-0"
<br />8" CMU BOND BEAM TYP.
<br />8" PARTIALLY GROUTED
<br />CMU. PARAPET
<br />l'-0" x 1'4" CONCRETE PEDESTAL W/ (4) - #6 VERT,
<br />AND #4 CLOSED TIES AT 12" Q.C. MAX. DOWEL INTO
<br />EXISTING CONCRETE FOOTING W/ HILTI HIT-HY 200
<br />ADHESIVE ANCHORING SYSTEM MIN. EMBED = 6"
<br />+. J. CONCRETE FOOTING W/ (3) - #5 LONG. AND (4) - TRANS.,
<br />DOWEL INTO EXISTING FOOTING W/ HILTI HIT-HY 200
<br />d
<br />9 ADHESIVE ANCHORING SYSTEM, MIN. EMBED _6'
<br />T.O.F. EL. = 97' - 0"
<br />1' -6"
<br />(x
<br />T.O.PARAPET EL. =118' -1"
<br />WELDED #5 x 5'-3" DEFORMED
<br />BAR ANCHORS @. 24" O.C.,
<br />CENTERED ABOUT
<br />CENTERLINE OF CMU AND
<br />STEEL BEAM, SHOP WELDED
<br />TO STEEL BEAM
<br />#6 x 3'-8" DEFORMED CONCRETE SLAB ON COMPOSITE
<br />BAR ANCHORS @ 12" 0 1/4 STEEL ROOF DECK, SEE PLAN
<br />TYP.
<br />TYP. 1/4 1l4 STEEL BEAM, SEE PLAN
<br />N T.O.C. EL. =113- 5"
<br />CONT. BENT 0 R112x1'-(SN
<br />rn 6 T.O.S. EL.=112' - 8"
<br />3/8" STIFFENER PLATE
<br />:. EACH SIDE
<br />GROUT FILL FULL WIDTH 1/4
<br />OF CMU WALL EACH SIDE _ 1/4
<br />nP 3/4" DIA. THREADED ROD @ 31/2" O.C.
<br />1/4 IN 13/16" x
<br />M 17/8" LONG SLOTTED HOLE r=
<br />12" CMU BOND BEAM EDGE OF BEA1/2"
<br />•'
<br />THREADED
<br />12" FULLY GROUTED CMU ROD TO
<br />WALL, SEE GENERAL BEARING R
<br />STRUCTURAL NOTES
<br />lx7xl'-0" BEARING PLATE AT
<br />All
<br />EACH BEAM W/ (2)-#6 x 3'-8"
<br />WELDED DEFORMED BAR
<br />SECTION ANCHORS @ 8".O.C.
<br />/ 1a=1,ON
<br />12" FULLY GROUTED CMU
<br />WALL, SEE GENERAL
<br />STRUCTURAL NOTES
<br />(1) - #5 CONT.------�
<br />CONT, HYDROPHILIC —
<br />WATERSTOP
<br />8" CONCRETE CURB
<br />CONCRETE SIDEWALK, -
<br />SEE CIVIL
<br />T.O. SIDEWALK EL.
<br />VARIES, SEE CIVIL
<br />1/2" EXPANSION JOINT
<br />MATERIAL W/ 3/4" JOINT
<br />SEALANT AT TOP
<br />(2) - #5 CONT.
<br />9 SECTIC
<br />3/4" =1'-0"
<br />DOWEL TO MATCH CMU
<br />WALL VERTICAL REINFORCING
<br />SIZE AND SPACING
<br />6" '_1' - 0
<br />1'4" THICK CONCRETE MAT SLAB FOUNDATION
<br />W/ TURN DOWN EDGE, SEE SECTION 1/S-501
<br />-: FOR ADDITIONAL INFORMATION
<br />-d -
<br />. e.
<br />T.O.C. EL.=100' - 0"
<br />MIN.' : d • r
<br />Q .p
<br />°J2 N
<br />'°• , SCALE IN FEET - 3/4" = 1'-0"
<br />1' ON 1211 611 o, 1, 2, 3'
<br />SCALE IN FEET -1" = 1'-001
<br />a Haskell Company
<br />ENGINEERING 831348
<br />7! gTAW OF
<br />STUART T. WEBB
<br />STRUCTURAL ENGINEER
<br />REG. NO.65469
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<br />SHEET
<br />IDENTIFICATION
<br />S-50.1
<br />i
<br />15
<br />
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