Loading...
HomeMy WebLinkAboutS409 - SECTIONS 2ND FLOOR.pdf.8A CONT L4x4x14 w/ 3/4"x4" EMBED EXP ANCHORS @ 2'-0" OC INTO BOND BEAM L5x3 1/2x1/4 v5 CONT L4x4x14 w/ 3/4"x4" EMBED EXP ANCHORS @ 2'-0" OC INTO BOND BEAM v5 2x6 SYP NO 2 CONT RIBBON BAND 10d @ 4" EA SIDE OF PANEL JOINTS UNO IN SHEAR WALL SCHEDULE 10d @ 4" EA SIDE OF PANEL JOINTS UNO IN SHEAR WALL SCHEDULE SEE WALL SCHEDULE FOR PLATES SEE WALL SCHDEULE FOR PLATES NOTE: UPPER WALL STUDS, FLOOR TRUSSES, AND LOWER WALL STUDS MUST ALIGN. FLOOR TRUSS, SEE PLAN C FASTEN SHEATHING w/ 10d @ 4" EA SIDE OF PANEL JOINTS CHANNEL TIE BEAM w/ (2) 3/4" BOLTS IN 3/8" SINGLE PLATE AT COLUMN FLOOR TRUSS, SEE PLAN SHEAR WALL, SEE PLAN 2 ROWS DECK FASTENERS @ 4" OC SHEAR WALL, SEE PLAN B/CHANNEL F/COL BEYOND 2" v6 6" PL 3/8x8xCONT 1/2" BOLTS @ 2'-0" OC 2x6 BLOCKING 2 ROWS DECK FASTENERS @ 4" OC 2-2x10 PLATESTOP CHORD BEARING FLOOR TRUSS, SEE PLAN BEAM, SEE PLAN 10d @ 4" EA SIDE OF PANEL JOINT UNO IN SHEAR WALL SCHEDULE 10d @ 4" EA SIDE OF PANEL JOINT UNO IN SHEAR WALL SCHEDULE SHEAR WALL SEE SCHEDULE 1/42-12 1/42-12 5/ 8 " L3x2x3/16 CONT DRILLED w/3/8" HOLES @ 1'-0" OC FASTEN w/ 3/16"x3" LAG BOLTS 3/162-12 3/162-12 5/8" EO PLATE T/STL +13' - 5 3/8" v5 LVL WIND GIRT AT 2x12 JOIST: SIMPSON BA212 TOP FLANGE HANGERS AT BEAM, LU210 AT LVL AT LVL HEADER: SIMPSON LBV3.56/11.25 TOP FLANGE HANGERS AT BEAM, MIU3.56/11 AT LVL LVL RIM, 2x12 JOISTS BEYOND v5 2x6 SYP NO 2 CONT RIBBON BAND 10d @ 4" EA SIDE OF PANEL JOINTS UNO IN SHEAR WALL SCHEDULE 10d @ 4" EA SIDE OF PANEL JOINTS UNO IN SHEAR WALL SCHEDULE SEE WALL SCHEDULE FOR PLATES SEE WALL SCHDEULE FOR PLATES NOTE: UPPER WALL STUDS, FLOOR TRUSSES, AND LOWER WALL STUDS MUST ALIGN. FLOOR TRUSS, SEE PLAN DECK FASTENERS @ 4" OC INTO RIBBON BAND L.5 10d @ 4" OC EA SIDE OF PANEL JOINT UNO IN SHEAR WALL SCHEDULE SEE SCHEDULE FOR WALL PLATES FLOOR TRUSSES, SEE PLAN 2 ROWS DECK FASTENERS @ 4" OC L.5 10d @ 4" OC EA SIDE OF PANEL JOINT UNO IN SHEAR WALL SCHEDULE FLOOR TRUSSES, SEE PLAN 2 ROWS DECK FASTENERS @ 4" OC .8A 10d @ 4" OC EA SIDE OF PANEL JOINT UNO IN SHEAR WALL SCHEDULE SEE SCHEDULE FOR WALL PLATES FLOOR TRUSSES, SEE PLAN 2 ROWS DECK FASTENERS @ 4" OC SHEAR WALLS, SEE SCHEDULE .8A 2 ROWS DECK FASTENERS @ 4" OC BLOCK TRUSSES @ 1'-4" OC FOR WALL ATTACHMENT S404 4 EXTEND FLOOR SHEATHING 2x4 KICKERS @ 2'-0" OC ALONG BEAM, EXTEND LOWER KICKER 4 TRUSSES BACK ATTACH LEDGER w/ PAF @ 1'-4" OC 1' - 0 3/4" EOP CHANNEL 8 5/8" F/CHANNEL EXTENT OF 4" CMU VARIES, SEE ARCH v2.8 v3 v3.3 v3.7 S404 4S404 4 A.3 v46 v4.2 2x8 PT LEDGER w/ 3/4"x4" EMBED EXP ANCHORS @ 2'-0" OC INTO BOND BEAM 2x6 SYP NO 2 JOISTS @ 1'-4" ALIGNED w/ TRUSSES, w/ SIMPSON LUS26 HANGERS 2-2x8 PLATES TO BEAM AND 2-2x6 BLOCKING ABOVE BOND BEAM w/ (2)#5 CONT AT FLOOR LEVEL FLOOR TRUSSES, SEE PLAN BEAM, SEE PLAN 2x8 PT LEDGER w/ 3/4"x4" EMBED EXP ANCHORS @ 2'-0" OC INTO BOND BEAM BOND BEAM w/ (2)#5 CONT AT FLOOR LEVEL FLOOR TRUSSES, SEE PLAN E 2x6 STACK TO DECK DECK FASTENERS @ 6" OC v5 v5 3/162 3/162 3/16 3/16 PL 1/4x6x9 EA JOIST 2" FOR SHEATHING ATTACHMENT SEE 20/S409 SEE 2/S410 AT FLOOR TRUSS LH JOIST WOOD FLOOR TRUSS SHEATHING ON LH JOISTS FIRST LAYER ATTACHED CONSTRUCTION ADHESIVE AND w/ #12 TEK TO JOIST @ 12" OC FIELD, 8" OC EDGES. SECOND LAYER ATTACHED w/ PANEL ADHESIVE AND 1 1/2" FLOORING SCREWS @ 1'-0" OC EACH WAY 3/4" T&G STURDI-FLOR v46 3/16 3/16 PL 1/4x9x8 EA JOIST LOCATION 3/162 3/162 LH JOIST BEAM SEE 20/S409 FOR SHEATHING ATTACHMENT H 1 S301 SEE 20/S409 FOR SHEATHING ATTACHMENT LVLS FOR STAIR STRINGER ATTASCHMENT AND WALL SUPPORT 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 2ND FLOOR S409 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:S409 3/4" = 1'-0" 1SECTION 2ND @ STAIR SCALE:S409 3/4" = 1'-0" 2SECTION 2ND @ STAIR SCALE:S409 3/4" = 1'-0" 3SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 4SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 5SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 6SECTION 2ND @ STAIR SCALE:S409 3/4" = 1'-0" 7SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 8SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 9SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 10SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 11SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 12SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 13SECTION ELEVATOR @ 2ND SCALE:S409 3/4" = 1'-0" 14SECTION ELEVATOR @ 2ND SCALE:S409 3/4" = 1'-0" 15SECTION 2ND @ STAIR SCALE:S409 3/4" = 1'-0" 16SECTION 2ND @ STAIR SCALE:S409 3/4" = 1'-0" 17SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 18SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 19SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 20SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 21SECTION 2ND FLOOR SCALE:S409 3/4" = 1'-0" 22SECTION 2ND @ STAIR No.DateDescription 101/22/16ADD 001 1