HomeMy WebLinkAboutS5-2 - Framing Sections.pdf
1' -3" 1' -10" 7' -8" 1' -10" Y 1/2"/FT. 8" ELEV.=112'-8" TOP OF STEEL 6" 19 S5.2 3"-16/18 GA. CELLULAR METAL ROOF -DECK HSS3 1/2X3 1/2X3/16 CONT. (R=31'-4 1/4") 1' -0" B.U. BEAM W14X22
S5.2 18 ELEV.=100'-2" BOTTOM OF BASEPLATE W14X61 1 1/4"X11"X1'-9" BASE PLATE W/(6) 1" DIA. ANCHOR BOLTS (SEE 5 AND 6 ON SHEET S1.2) NOTE: GRIND ALL EXPOSED CANOPY SHOP AND FIELD WELDS
SMOOTH. ROOF DECK SHALL BE SINGLE SPAN BETWEEN B.U. BEAMS. DECK DOES NOT FOLLOW THE RADIUS AT HIGH END. R=31'-6" 1' -10" 8" 7" 1' -3" 3" Y R=20'-2" 3/16" BENT PLATE W14X22 L3X3X3/8X0'-9"
3/8" STIFFENER BOTH SIDES W14X61 W/3/4" CAP PLATE 5/16 7 1/2" 5/16 7 1/2" 1' -0" 3/8" 3/8" 3/8" SHEAR PLATE 1/8 ELEV.=112'-8" TOP OF STEEL 20 S5.2 19 S5.2 1/2"/FT. C ELEV.=VARIES TOP
OF STEEL L 3" METAL ROOF DECK -DO NOT LAP ENDS B.U. BEAM NOTE: GRIND ALL EXPOSED CANOPY SHOP AND FIELD WELDS SMOOTH. 3/8" 3/8" 6" 3/8" VARIES3/8" TYP. 1/2" END CAP -TYP. HSS12X6 BEAM
W14X22 (R=21'-1") L3X3X3/8X0'-9" BOTH SIDES NOTE: GRIND ALL EXPOSED CANOPY SHOP AND FIELD WELDS SMOOTH. 3/8" SHEAR PLATE CL 3" METAL ROOF DECK B.U. BEAM -SEE SECTION 19/S5.2 1' -0" 20
GA. CLOSURE NOTE: GRIND ALL EXPOSED CANOPY SHOP AND FIELD WELDS SMOOTH. Y 6" 1' -4" 6" 8" 1/2" PLATE3/8" PLATE 1/2"/FT. 3/8" PLATE 1' -0" 19 S5.2 TYP. 24 S5.2 23 S5.2 NOTE: GRIND ALL
EXPOSED CANOPY SHOP AND 1' -10" FIELD WELDS SMOOTH. TYP. -HSS TO PLATE HSS12X6X1/4 3/8" PLATE HSS12X6X1/2 1/2" PLATE 3/8" PLATE TYP. -PLATE TO PLATE HSS12X6X1/2 19 S5.2 NOTE: GRIND ALL
EXPOSED CANOPY SHOP AND FIELD WELDS SMOOTH. 6" 1' -4" 6" 1/2" PLATE HSS12X6 3/8" PLATE TYP. -PLATE TO PLATE TYP. -HSS TO PLATE 1/2" PLATE NOTE: GRIND ALL EXPOSED CANOPY SHOP AND FIELD
WELDS SMOOTH. 1 1/2" M.R.D. 3/16" CONT. BENT PLATE ELEV.=110'-2" TOP OF STEEL W8X10 10" 4" 1 1/2" M.R.D. 3/16" CONT. BENT PLATE ELEV.=110'-2" TOP OF STEEL W8X10 9 3/8" 4" 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 1:19:33 PM 100 W 96th
St Indianapolis, Indiana 46290 S5.22-11-11 Indianapolis North Framing Sections Lake City Bank 1/2" = 1'-0" 17 Section 1" = 1'-0" 18 Section 1" = 1'-0" 19 Section 1" = 1'-0" 20 Section
1" = 1'-0" 21 Section 1" = 1'-0" 22 Section 1" = 1'-0" 23 Section 1" = 1'-0" 24 Section 1" = 1'-0" 25 Section 1" = 1'-0" 26 Section Revisions: Date: By: