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HomeMy WebLinkAboutS5-1 - Framing Sections.pdf ELEV.=114'-2" JST. BEARING 1 1/2" M.R.D. CONT. L4X4X1/4 W-SECTION 6" K-JOIST 1 1/2" M.R.D. CONT. BENT PLATE 6"X4"X1/4" ELEV.=114'-4 1/2" TOP OF STEEL W-SECTION 6" 4" ELEV.=114'-2" JST. BEARING 1 1/2" M.R.D. CONT. L4X4X1/4 W-SECTION 3" K-JOIST 1 1/2" M.R.D. ELEV.=114'-4 1/2" TOP OF STEEL 10" 7 1/2" EXTERIOR FACE OF BRICK 1' -4" 4" 1' -8" 1 1/2" M.R.D. W-SECTION W-SECTION CONT. PLATE 17 1/2"X1/4" ELEV.=114'-2" JST. BEARING 1 1/2" M.R.D. HSS6X3X3/16 CONT. W18 K-JOIST 10" 4" EXTERIOR FACE OF BRICK 1 1/2" M.R.D. K-JOIST ELEV.=114'-4 1/2" TOP OF STEEL 1 1/2" M.R.D. R=17'-11" W10 W10X49 1/4" STIFF. @EACH POST 2 3/4" 2 3/4" 2 5/8" ELEV.=117'-4" TOP OF PLATE CL W10 CONT. PLATE 5 1/2"X5/16" (CL RADIUS = 17'-8 3/8") HSS 4X4X3/16 POSTS @2'-0" O.C. R=17'-8 3/8" ELEV.=114'-4 1/2" TOP OF STEEL W10X49 W10X33 HSS 10X10 COL. 1' -7" 1/4 W12X16 1 1/2" M.R.D. 1/4" CONT. PLATE DIM. VARIES R=17'-11" 5 1/2" 4" VARIES DIM. R=17'-3" 1/4" CONT. BENT PLATE ELEV.=127'-6" TOP OF STEEL HSS10X6X3/8 TYP. (ROTATE 90º) T/EL.=114'-3" HSS10X10 HSS10X10 COL. 1/4 TYP. GRIND SMOOTH HSS10X6X3/8 TYP. (ROTATE 90º) T/EL.=114'-3" HSS10X10 COL. 1/4 TYP. TOP & BOTT.GRIND SMOOTH TYP. BOTH SIDES GRIND SMOOTH ELEV.=114'-4 1/2" TOP OF STEEL 11/2" M.R.D. HSS 4X4X3/16 W/1/2" PLATE @TOP W14X22 HSS8X4 ELEV.=111'-8 1/4" TOP OF HSS (@HSS HANGER CL ) CLOSURE PLATE @BOTH ENDS ELEV.=114'-4 1/2" TOP OF STEEL 11/2" M.R.D. W14X22 1/4" STIFF. B.S. (2 PAIR) HSS 4X4X3/16 W/1/2" PLATE @TOP HSS8X4 ELEV.=111'-6 3/16"± TOP OF HSS (@HSS HANGER CL ) ELEV.=VARIES JST. BEARING 1 1/2" M.R.D. K-JOIST W24X55 CONT. L4X3X1/4 L.L.V. 5" CONT. L4X4X1/4 5" L4X4X1/4X0'-6" @EACH JOIST L2 1/2X2 1/2X1/4 @EACH JOIST ELEV.=116'-0" TOP OF STEEL W14X61 HSS4X4X3/16 CONT. 2" 2" ELEV.=110'-2" TOP OF STEEL HSS 10X10 COL. W8X10 PLATE 7"X9"X1/2" 1/4 HSS8X4 3" CELLULAR M.R.D. 3/16" CONT. BENT PLATE 3" 5" ELEV.=111'-4" TOP OF HSS 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 1:19:25 PM 100 W 96th St Indianapolis, Indiana 46290 S5.12-11-11 Indianapolis North Framing Sections Lake City Bank 1" = 1'-0" 1 Section 1" = 1'-0" 2 Section 1" = 1'-0" 3 Section 1" = 1'-0" 4 Section 1" = 1'-0" 5 Section 1" = 1'-0" 6 Section 1" = 1'-0" 7 Section 1" = 1'-0" 8 Section 3/4" = 1'-0" 9 Enlarged View 3/4" = 1'-0" 10 Enlarged View 1" = 1'-0" 11 Section 1" = 1'-0" 12 Section 1" = 1'-0" 13 Section 1" = 1'-0" 14 Section 1" = 1'-0" 15 Section 1" = 1'-0" 16 Section Revisions: Date: By: