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6 1/2" 6 1/2" 6 1/2" 6 1/2" (4) 1 1/4" DIA. ANCHOR BOLTS BASE PLATE 18"X18"X1 1/2" 5/16 2' -6" PROJ. 6" HEAVY HEX NUT (TACK WELD) 1 1/4" DIA. ROD NOTE: DO NOT WELD BOTTOM PLATE TO BEAM
UNTIL APPLICATION OF DEAD LOADS. 1/4 TYP. TOP & BOTT. PLATE 1/4 2" 2" TYP. TOP & BOTT. PLATE 3" @W12X14, W12X16 & W8X10 5/16" MOMENT PLATE TOP & BOTTOM HSS10X10 COL. WT4X10.5 OR EQUAL
TYP. SHEAR CONNX. 3/4" CAP PLATE W-SECTION 1" 2" NO WELD 6" 2" 8" 4" TYP. 2'-0" 2'-0" ELEV.= 100'-0" TOP/FLOOR SLAB ELEV.= 99'-4" TOP/WALL #4 DWLS. @1'-0" O.C. COMPACTED DRAINAGE FILL
INTERIOR CONCRETE FLOOR SLAB FOUNDATION WALL (SEE SECTIONS) EXTERIOR WALK OR DRIVE 2" RIGID INSULATION MINIMUM 2 ANGLES (ONE EACH SIDE) CONCENTRATED LOADS SEE NOTE VARIES -SEE NOTE VARIES
-NOTE: IF "VARIES" DIMENSION IS MORE THAN 6" PROVIDE NEW FIELD WELDED (2L) 2x2x3/16 FROM CONCENTRATED LOAD TO NEAREST PANEL POINT (TOP OR BOTTOM) COMPACTED DRAINAGE FILL #53 STONE PROOF
ROLLED SUBGRADE CONCRETE FLOOR SLAB VAPOR BARRIER W.W.F. SAW CUT . 4" 4" 1/8" .25 THK. CONCRETE CONCRETE FLOOR SLAB VAPOR BARRIER COMPACTED DRAINAGE FILL #53 STONE PROOF ROLLED SUBGRADE
W.W.F. KEYED CONST. JOINT OR PREFORMED METAL JOINT EXCAVATION LIMIT 2 SUITABLE BEARING MATERIAL COMPACTED ENGINEERED FILL MATERIAL 1 CONCRETE FOUNDATION CL TYP. 1' -0" SEE SCHEDULE BOTTOM
OF FOOTINGFIELD VERIFY 2000 PSI SUITABLE BEARING MATERIAL CONCRETE FOUNDATION LEAN CONCRETE MIX EXCAVATION LIMIT CL FIELD VERIFY SEE SCHEDULE BOTTOM/FOOTING TYP. 1' -0" CL 1/4" EXPANSION
JOINT MAT'L BASE PLATE AND COLUMN TYP. SAWED OR CONST. JOINT CL VARIES CORNER BARS TO MATCH HORIZ. REINFORCING. BAR LAP SHALL BE: 50 BAR DIAMETERS FOR #6 OR SMALLER, UNLESS NOTED OTHERWISE.
60 BAR DIAMETERS FOR #7 OR LARGER, UNLESS NOTED OTHERWISE. CORNER BARS TO MATCH HORIZ. REINFORCING. BAR LAP SHALL BE: 50 BAR DIAMETERS FOR #6 OR SMALLER, UNLESS NOTED OTHERWISE. 60 BAR
DIAMETERS FOR #7 OR LARGER, UNLESS NOTED OTHERWISE. HORIZ. REINF. IN FTG. & WALLS HORIZ. REINF. IN FTG. & WALLS 4" 4" 4" 4" (4) 3/4" DIA. ANCHOR BOLTS BASE PLATE 11"X11"X3/4" 1/4 1'
--6" PROJ. 5" HEAVY HEX NUT (TACK WELD) 3/4" DIA. ROD 1 3/4" 8 3/4" 8 3/4" 1 3/4" 1 3/4" 3 3/4" 3 3/4" 1 3/4" (6) 1" DIA. ANCHOR BOLTS BASE PLATE 11"X21"X1 1/4" 5/16 11" 1' -9" Y 1'
-8" PROJ. 6" HEAVY HEX NUT (TACK WELD) 1" DIA. ROD JAMES R. KRATZAT ARCHI TECTREGISTERED19500182 STATE OF I I NDA AN No. COMMISSION NUMBER DATE SHEET NUMBER SHEET TITLE The concepts,
ideas, designs, plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created, developed and presented for use on this specific project.
None of the concepts, ideas, designs, plans, and details shall be used by any person, firm, or corporation for any purpose whatsoever, without the expressed written consent of MSKTD
& Associates, Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project. 1715 MAGNAVOX WAY FORT WAYNE, IN 46804 voice 260.432.9337
fax 260.436.2402 930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 fax 317.822.6236 http://www.msktd.com ARCHITECTURE ENGINEERING INTERIOR DESIGN CERTIFICATION MSKTD 5629
BUILD 65076 CONSTRUCTION SET 3-21-11 3/18/2011 1:18:59 PM 100 W 96th St Indianapolis, Indiana 46290 S1.22-11-11 Indianapolis North Typical Details Lake City Bank 1" = 1'-0" 1 HSS10X10
Column Base Detail 1" = 1'-0" 2 1 1/4" Dia. Anchor Bolt Detail 1" = 1'-0" 7 Typ. Beam To Col. Moment Connx. 3/4" = 1'-0" 8 Typ. Detail @Entrances 3/4" = 1'-0" 9 Typ. Joist Reinforcement
1" = 1'-0" 10 Typ. Sawed Control Joint 1 1/2" = 1'-0" 11 Typ. Construction Joint 3/8" = 1'-0" 13 Typ. Foundation Undercut Detail 3/8" = 1'-0" 14 Typ. Foundation Undercut Detail 1/2"
= 1'-0" 12 Typ. Column Isolation Joint 3/4" = 1'-0" 15 Typ. Wall & Footing Corner Bar Detail 1" = 1'-0" 3 HSS6X6 Column Base Detail 1" = 1'-0" 4 3/4" Dia. Anchor Bolt Detail 1" = 1'-0"
5 W14X61 Column Base Detail 1 1/2" = 1'-0" 6 1" Dia. Anchor Bolt Detail Revisions: Date: By: