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HomeMy WebLinkAboutS4-1 - Roof Framing Plans.pdf A D F H 23 I J K L 578 10 11 B E G 4619 X Y W14X22 W12X16 W12X16 W10X12 W14X22 W12X14 W18X46 W16X26 W16X26 W8X18 W16X26 W10X12 W8X18 W10X12 W8X18 W16X26 W18X35 W16X31 W14X22 W16X26 W14X22 W10X12 W14X22 W12X14 W12X14 W10X12 W12X14 W10X12 14K3 W14X22 14K3 14K3 14K3 14K3 14K3 14K3 14K3 14K1 14K1 14K1 14K1 14K1 14K1 14K1 14K1 14K3 14K3 14K3 14K3 14K1 14K1 14K1 14K1 14K1 14K1 14K1 16K2 16K2 16K2 16K2 16K2 16K2 16K2 16K2 16K2 16K3 16K4 12K1 12K1 12K1 14K1 14K1 14K1 16K3 18K6 14K3 14K1 W18X50 W16X26 W16X26 W12X16 W12X40 W14X61 W14X61 1' -4" 18K6 18K4 18K5 18K6 18K4 18K5 18K6 18K4 18K5 W16X31 W14X22 W16X31 W18X50 W12X14 W12X14 W16X26 W18X35 W14X48 1' -4"14K3 W16X26 W12X14 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W12X14 W10X12 W14X61 (116'-0") 20K5 20K9 20K5 20K4 20K4 20K3 W24X55 W24X55 16K4 10' -0" 15' -10" 2' -6" 5' -8" 8" 16' -8" 3' -4" 19' -4" 19' -8" 36' -6" 8' -0" 16' -8" 2' -8" 17' -0" 2' -8" 18' -8" 19' -8" 14' -0" 22' -8" 14' -0" 136' -0" 130' -2" 1 1/2" -20 GA. TYPE "B" M.R.D. 1 1/2" -20 GA. TYPE "B" M.R ..D . 8' -11 7/16" 5' -0 9/16" SEE HIGH ROOF FRAMING PLAN ON S4.1 W12X14 14K3 W12X14 W12X14 W12X14 W12X14 W10X49 W10X49 W10X49 W10X49 R 17' -11" R 16' -4" 36° TYP. HSS10X6X3/8 TYP. (ROTATE 90º ) T/EL.=114'-3" C1 C1 C1 C1 C1 C1 C1 C1 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 T/W24 EL.=113'-0" C1 C1 C1 (@COL. C ) L (@COL. C ) L T/W24 EL.=112'-3" (@COL. C ) L T/W24 EL.=112'-3" (@COL. C ) L T/W24 EL.=113'-0" 4' -2 1/2" 4' -3" 4' -2 1/2" 5' -9" 5' -9" 4' -5" 4' -5" 1' -6" 2' -0" 14K1 HORIZ. BRIDGING TYP. 5' -5 1/2" 4 SPACES @5'-5 5/8" 3 SPACES @5'-8" 4 SPACES @5'-4" 4 SPACES @4'-11" 3 SPACES @4'-8" 4 SPACES @5'-8" 3 SPACES @4'-8" 1 S5.1 1 S5.1 2 S5.1 2L 2 1/2X2 1/2X1/4 2L 2 1/2X2 1/2X1/4 2 S5.1 1 S5.1 3 S5.1 2' -5" 2 S5.1 1 S5.1 2 S5.1 7 S5.1 TYP. 4 S5.1 18K6 W12X14 W18X76 TYP. 4 S5.1 TYP. 18K4 3' -6" 3' -8" 3' -6" ROOF HATCH OPENING L-3 1/2X3 1/2X1/4 5 S5.1 3' -0" WT5X16.5 2L 2 1/2X2 1/2X1/4 1' -5" 3 S5.1 1 S5.1 2 S5.1 1 S5.1 2 S5.1 1 S5.1 1' -4" 6 S5.1 TYP. C2 S5.1 10 S5.1 9 HSS8X4X3/16 8" 8' -0" 8' -4 3/4" 1' -11" 5' -8 5/16" 5' -8 3/8" 5' -8 5/16" 8" HSS8X4X5/16 HSS8X4X5/16 HSS8X4X3/16 11 S5.1 12 S5.1 14 S5.1 13 S5.1 13 S5.15' -0 9/16" W8X10 W8X10 W8X10 W8X10 W8X10 C3 C3 W8X10 T/STL. EL. 110'-2" TYP. W8X10 1 1/2" -20 GA. TYPE "B" M.R.D. W12X16 15 S5.1 5' -10" 3' -8" 3' -9" 8" HSS8X4X3/16 (111'-4") 16 S5.1 SEE CANOPY FRAMING PLAN ON S4.1 3"-16/18 GA. CELLULAR M.R.D. 3 S5.1 3 S5.1 TYP. TYP. 26 S5.2 TYP. 3 SIDES 25 S5.2 TYP. 3 SIDES 20K3 20K3 TYP. TYP. I J 78 10 69 X Y W12X16 W12X16 W12X16 W12X16 W12X16 W12X16 W12X16 W12X16 W12X16 W12X16 W18X35 W18X35 W8X10 W8X10 W8X10 W18X35 W8X10 W18X35 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 1 1/2" -20 GA. TYPE "B" M.R.D. 4 EQ. SPACES 8 S5.1 TYP. I J K 8 10 11 9 Y B.U. BEAM B.U. BEAM B.U. BEAM B.U. BEAM B.U. BEAM W14X61 W14X61 W14X61 W14X61 W14X61 HSS12X6X1/4 HSS12X6X1/2 HSS12X6X3/16 HSS12X6X3/16 HSS12X6X3/16 R 22' -11" R 21' -1" 11" 9' -4 1/4" B.U. BEAM HSS3 1/2X3 1/2X3/16 CONT. (R=31'-4 1/4")21 S5.2 17 19 S5.2 S5.2 18 S5.2 21 S5.2 22 S5.2 1' -0" 1' -0" B.U. BEAM 6 1/4" E.O.D. AT 1' -10" EDGE OF DECK 3"-16/18 GA. CELLULAR METAL ROOF DECK 22.5° 22.5°22.5° 22.5°22.5° R 22' -0" 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 1:19:18 PM 100 W 96th St Indianapolis, Indiana 46290 S4.12-11-11 Indianapolis North Roof Framing Plans Lake City Bank 1/8" = 1'-0" Roof Framing Plan 1/8" = 1'-0" High Roof Framing Plan TOP OF STEEL EL. = 127'-6" JOIST BEARING EL. = 114'-2" (U.N.O.) C1 COLUMN SIZE HSS10X10X3/8 C2 COLUMN SIZE HSS10X10X1/2 C3 COLUMN SIZE HSS6X6X1/4 1/8" = 1'-0" Canopy Framing Plan Revisions: Date: By: