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HomeMy WebLinkAboutS203 - ROOF FRAMING PLAN.pdf.8A A.3 C E F H K.2 L.5 v1 v2 v2.8 v3 v3.3 v3.7 v46 v4.2 v5 v6 v6.1 v7 96' - 0" 17' - 4"18' - 2"24' - 0"18' - 2"17' - 4" 14' - 3 3/4"10' - 8 7/8"10' - 2 3/4"10' - 8 7/8"14' - 3 3/4" 3' - 10 1/4"6' - 10 5/8"6' - 10 5/8"3' - 10 1/4" 1' - 0" 13 6 ' - 8 " 11 ' - 5 " 17 ' - 1 " 17 ' - 4 " 24 ' - 0 " 17 ' - 4 " 24 ' - 6 " 25 ' - 0 " W10X12 W12X16 W10X12 W10X12 W12X16 W10X12 W1 8 X 5 5 W1 8 X 5 5 W1 2 X 2 6 W1 8 X 3 5 W1 2 X 2 6 W1 2 X 2 6 W1 8 X 3 5 W1 2 X 2 6 1 S411 TYP 3 S411 3 S411SIM 3 S411 SIM SIM SIM SIM SIM SIM 5 S411 7 S411 S203 2 8 S411 RS 0 1 RS 0 1 RS 0 1 RS 0 1 RS 0 1 RS 0 1 GIRDER TRUSS HIP T R U S S HIP TRUSS HIP T R U S S HIP TRUSS HIP TRUSS HIP T R U S S WO O D R O O F T R U S S E S @ 2 ' - 0 " O C WOOD ROOF TRUSSES @ 2'-0" OC +27' - 11" +27' - 11" +26' - 10 15/16" +27' - 5" WO O D T R U S S E S @ 2 ' - 0 " O C +27' - 11" +27' - 11" +27' - 11" +27' - 11" +27' - 11" WO O D T R U S S E S @ 2 ' - 0 " O C H IP T R U S SHIP T R U S S GIRDER TRUSS FS 0 3 WOOD ROOF TRUSSES @ 2'-0" OC WO O D R O O F T R U S S E S @ 2 ' - 0 " O C WO O D R O O F T R U S S E S @ 2 ' - 0 " O C 1 S301 2 S301 (1)1 3/4x11 7/8 (1)1 3/4x11 7/8 (1)1 3/4x11 7/8 PSL5x5PSL5x5 PSL5x5 PSL5x5 6' - 3 5/8"6' - 3 5/8" GIRDERS 3300LB RTU 3300LB RTU GIRDERS 2 S411 6 S411 2 S411 2 S411 2 S411 2 S411 2 S411 4 S411 9 S411 10 S411 11 S411 (3 ) 1 3 / 4 x 1 8 12 S411 S0 2 NOTE: TRUSSES AT ELEVATOR SHAFT HAVE STEPPED BOTTOM CHORDS. 13 S411 5' - 5 7 / 8 " 5' - 1" GIRDER GIRDER GIRDER T/F +38' - 4 3/4" T/F +36' - 11" HD-3 HD-3 HD-3 HD-3 CORNER ANCHORAGES TYP ALL CHIMINEYS W8X18 E F v2 v3 v46 v5 7 S411 8 S411 WO O D R O O F T R U S S E S @ 2 ' - 0 " O C 2 S301 RS 0 1 (2 ) 1 3 / 4 x 1 4 +4 4 ' - 1 1 " (2 ) 1 3 / 4 x 1 4 +4 4 ' - 1 1 " 9 S411 T Y P SS ROC PROFE . AI GNNIOLAE RE R SA STATE OF 860325 NNID No. A ENI R M I ED E G N TS E Y MOC DE c 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 15319 Sheet Number: Sheet Title: Set Issue Date Last Revision Date: Drawn By: Sheet Issue Date Checked By: THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2015 JAMES R. STUTZMAN, AIA, Carmel, Indiana. COPYRIGHT & OWNERSHIP OF DOCUMENTS Project Number: Engineer: PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) MEI 15319 KEY PLAN Bldg 5 SCALE: NTS By: Developer: Project: PLAN NORTH ROOF FRAMING PLAN S203 Pe d c o r S q u a r e B u i l d i n g 5 35 7 C I T Y C E N T E R D R I V E Ca r m e l , I N , 4 6 0 3 2 Project Status KLSJRH 12/18/1512/18/15 SCALE: 1/8" = 1'-0" ROOF FRAMING PLAN PLAN NORTH 0 1'4'8'16'2' FRAMING PLAN NOTES: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER. 5. TRUSS BEARING ELEV +27'-11" UNO. 6. T/STEEL ELEV +27'-8" UNO. SCALE: 1/8" = 1'-0" HIGH ROOF FRAMING PLAN PLAN NORTH 0 1'4'8'16'2' No.DateDescription 112/22/15ADD 001