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HomeMy WebLinkAboutS411 - SECTIONS ROOF.pdfv5 BOND BEAM w/ (2) #5 CONT 5/8"x6" EMBED ANCOR RODS @ 2'-0" OC (2) 2x8 PT PLATES SHEAR BLOCK TRUSS, SEE PLAN NOTES SIMPSON H2.5 2x SUB-FASCIA v6 v6.1 SIMPSON H2.5 SHEAR BLOCK TRUSS, SEE PLAN NOTES 2x4 FRAMED GABLE END VALLEY TRUSSES SEE WALL SCHEDULE FOR TOP PLATES 2x SUB-FASCIA .8A SIMPSON H2.5 SHEAR BLOCK TRUSS, SEE PLAN NOTES 2x4 FRAMED GABLE END VALLEY TRUSSES 2x SUB-FASCIA v5 5/8" DECK ON 2x6 RAFTERS @ 1'-4" OC ON RAKED WALLS. +51' - 7 1/8" 2-2x6 HEADERS BETWEEN JOISTS w/ SIMPSON LUS26-2 HANGERS TO TRUSSES 2x4 CROSS TIES AT ROOF ELEVATION EACH DIRECTION w/ (3) 12d TO EA STUD T/TRUSS +36' - 3 1/4" v3.7 v46 T/BM +44' - 11" LVL BEAM SEE ARCH FOR SOFFIT & FASCIA SIMPSON H2.5 2x4 FRAMED WALL DBLE BOTTOM PT PLATES 2x4 FRAMED WALL SIMPSON H2.5 EA TRUSS ROOF TRUSSES STAGGERED AT BEAMS UNLESS MULTIPLE SPAN TRUSSES PROVIDED. 2-2x8 PLATES 2x4 BLOCKING AT WALL LOCATIONS T/STL +27' - 8" v6 v6.1 SIMPSON H2.5 SHEAR BLOCK TRUSS, SEE PLAN NOTES SEE WALL SCHEDULE FOR TOP PLATES F/FRAMING 1' - 9 3/4" @ F / F R A M I N G 1' - 8 7 / 8 " 2x SUB-FASCIA F/SHEATHING 1' - 9 1/8" .8A SIMPSON H2.5 SHEAR BLOCK TRUSS, SEE PLAN NOTES SEE WALL SCHEDULE FOR TOP PLATES 2x SUB-FASCIA1' - 5 1/8" v5 2 S301 RAFTERS SIMPSON CLIP 2x BLOCKING FIELD BUILT SOFFIT TO MATCH ADJACENT STAIR E 1" 3" 3/16 PL 1/4"x4"x8" EACH SIDE w/ (2) 5/8"Ø THRU BOLTS BEAM POST BEAM SIMPSON POST CAP T/STL +(SEE PLAN) T/BEAM +(SEE PLAN) 4x2 RUNNERS @ 2'-0" OC ALIGNED w/ JACK TRUSSES. ATTACH TO TRUSSES w/ (2)12d MIN JACK TRUSS HIP GIRDER DROP CHORD TRUSSES TO ACCOMODATE 4x2 RUNNERS 4x2 @ 2'-0" OC ALIGNED w/ JACK TRUSSES. ATTACH TO BASE TRUSSES w/ (2)12d MIN, ATTACH PIGGY BACK TRUSSES w/ (2) 16d TONE-NAIL. PIGGY BACK AND BASE TRUSSES MUST ALIGN. 2x4 BLOCKING @ 4'-0" OC ALIGNED w/JACK TRUSSES. SECURE w/ 16d EA END T/TRUSS +37' - 11" H 1 S301 5' - 5 7/8" T/TRUSS +37' - 11" T/F +36' - 11" T/F +38' - 4 3/4"SEE ARCH FOR STAIRS 2x8 LANDING PLATFORM STAIR STRINGERS ON GIRDER TRUSSES BLOCKING TO SUPPORT 4x2 STRINGERS PIGGY BACK TRUSSES A.3 T/W +27' - 8 1/8" T/STL +27' - 6 1/8" B/STL +26' - 10" (12'-8" AFF) W8X18 13 S411 4 7 / 8 " HSS2x2x3/16 DECK SUPPORT w/ 4" WIDE GAP AT CENTER OF BEAM FOR HOIST ATTACHMENT DECK AND GAGE METAL POUR STOP SECURED TO CMU w/ 3/16 MASONRY SCREWS @ 1'-0" OC AROUND PERIMETER. 2HR COMPOSITE SLAB, SEE SCHEDULE SEE 4/S405 AT BEAM BEARING TRUSSES OVER ELEV SHAFT HAVE STEPPED BOTTOM CHORD. v3.3 v3.7 12 S4118" STEP BOTTOM CHORD OF ROOF TRUSSES 8" OVER ELEVATOR SHAFT FROM v3.3 TO v3.7 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 SECTIONS ROOF S411 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:S411 3/4" = 1'-0" 1SECTION @ ROOF SCALE:S411 3/4" = 1'-0" 3SECTION @ ROOF SCALE:S411 3/4" = 1'-0" 5SECTION @ ROOF SCALE:S411 3/4" = 1'-0" 7SECTION CHIMNEY SCALE:S411 3/4" = 1'-0" 8SECTION @ HIGH ROOF SCALE:S411 3/4" = 1'-0" 2SECTION @ ROOF SCALE:S411 3/4" = 1'-0" 6SECTION @ ROOF SCALE:S411 3/4" = 1'-0" 4SECTION @ ROOF SCALE:S411 3/4" = 1'-0" 9SECTION SCALE:S411 3/4" = 1'-0" 10SECTION @ ROOF SCALE:S411 3/4" = 1'-0" 11SECTION @ ROOF SCALE:S411 3/4" = 1'-0" 12T/ ELEVATOR SHAFT SCALE:S411 3/4" = 1'-0" 13T/ ELEVATOR SHAFT No.DateDescription 112/22/15ADD 001