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HomeMy WebLinkAboutS201 - APARTMENT STRUCTURAL PLANS9 S408 10 S408 11 1/4" WOOD TRUSSES @ 24" OC MAX 11 S408 12 S408 13 S408 11 1/4" WOOD TRUSSES @ 24" OC MAX (2)2x12 (2) 2x12 (2) 2x12 (2) 2x12 (2) 2x12 (2) 2x12 11 1/4" WOOD TRUSSES @ 24" OC MAX 11 1/4" WOOD TRUSSES @ 24" OC MAX 11 1/4" WOOD TRUSSES @ 24" OC MAX 11 1/4" WOOD TRUSSES @ 24" OC MAX 11 1/4" WOOD TRUSSES @ 24" OC MAX 11 1/4" WOOD TRUSSES @ 24" OC MAX 11 1/4" WOOD TRUSSES @ 24" OC MAX 11 1/4" WOOD TRUSSES @ 24" OC MAX 9 S408 10 S408 10 S408 10 S408 10 S408 12 S408 12 S408 12 S408 11 S408 11 S408 16 S408 16 S408 16 S408 16 S408 16 S408 TYP 9 S408 SIM 9 S408 SIM 9 S408 SIM 9 S408 SIM 9 S408 SIM 18 S408 18 S408 18 S408 18 S408 19 S408 2x10 (TREATED) @ 16" OC 13 S408 13 S408 13 S408 DECKING (SEE ARCH) (2)2x12 (2)2x12 (2)2x12 (2)2x12 3 1/2"x11 1/4" PSL 2x10 (TREATED) @ 16" OC DECKING (SEE ARCH) 6x8 No.2 S.PINE (TREATED) T/BM +(13'-5") 3 1/2"x9 1/4" PSL PLUS T/BM +(14'-2 1/4") +(14'-2 1/4") +(14'-2 1/4") 3 1/2"x9 1/4" PSL PLUS T/BM +(13'-5") 3 1/2"x9 1/4" PSL PLUS T/BM +(14'-2 1/4") 2x10 (TREATED) @ 16" OC DECKING (SEE ARCH) 3 1/2"x9 1/4" PSL PLUS T/BM +(13'-5") 3 1/2"x9 1/4" PSL PLUS T/BM +(14'-2 1/4") +(14'-2 1/4") SIM 2x10 RIM BOARD (TREATED) (3 SIDES) 2x10 RIM BOARD (TREATED) 2x10 RIM BOARD (TREATED) 2x10 (TREATED) @ 16" OC DECKING (SEE ARCH) 3 1/2"x9 1/4" PSL PLUS T/BM +(13'-5") 3 1/2"x9 1/4" PSL PLUS T/BM +(14'-2 1/4") +(14'-2 1/4") 2x10 RIM BOARD (TREATED) (3 SIDES) 3 1/2"x9 1/4" PSL PLUS T/BM +(14'-2 1/4") 2x10 (RCC) @ 16" OC +(14'-2 1/4") 3 1/2"x9 1/4" PSL PLUS T/BM +(13'-5") 2x8 RIM BOARD (RCC) 17 S408 3 1/2"x11 1/4" PSL 3 1/2"x11 1/4" PSL 3 1/2"x11 1/4" PSL 3 1/2"x11 1/4" PSL DECKING (SEE ARCH) SIM SW1 MW6 MW6 MW6 MW6 MW6 W1 W2 W1 W1 W1 W1 H3 H2 H2 H2 WC1 WC1 WC1 HD1 HD1 H4 H2 H2 HD1 HD1 W1 W1 W1 W1 SW1 H3 H3 SW1 W1 W1 W1 W2 W1 W1 HD1 HD1 H2 H2 H2 H2 H3 H2 H2 SW1 W1 W2 W1 W1 W1 WC1 HD1 HD1 SW1 W1 W1 W2 W2 W1 W1 SW1 W1 WC1 WC1 WC1 WC1 HD1 HD1 HD1 HD1 WC1 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 WC1 WC1 ATTACH JAMB STUDS (TREATED) TO WALL w/ 5/8" DIA HILTI KWIK BOLT III @ 16" OC VERT (EMBED 4") W2 ATTACH JAMB STUDS (TREATED) TO WALL w/ 5/8" DIA HILTI KWIK BOLT III @ 16" OC VERT (EMBED 4") ATTACH JAMB STUDS (TREATED) TO WALL w/ 5/8" DIA HILTI KWIK BOLT III @ 16" OC VERT (EMBED 4") ATTACH JAMB STUDS (TREATED) TO WALL w/ 5/8" DIA HILTI KWIK BOLT III @ 16" OC VERT (EMBED 4") ATTACH JAMB STUDS (TREATED) TO WALL w/ 5/8" DIA HILTI KWIK BOLT III @ 16" OC VERT (EMBED 4") W2 TREATED TREATED TREATED TREATED WC1 WC1 WC1 WC1 WC1 WC1 TREATED TREATED WC1 C.J. C.J. C.J. C.J. W2 W1 W2 W1 W2 W1 W2 W1 W2 EXISTING PRECAST WALL EXISTING PRECAST WALL EXISTING PRECAST WALL WC2 WC2 TREATED TREATED METAL COLUMN (SEE ARCH) METAL COLUMN (SEE ARCH) 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 16054 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 H EREIN 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 G ROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS M AY 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) By: Developer: Project: APARTMENT STRUCTURAL PLANS S201 Park East Retail Carmel, Indiana Author Checker 12/22/16 11/11/16 SCALE: 1/4" = 1'-0" SECOND FLOOR FRAMING PLAN No. Date Description PLAN NOTES: 1. ELEVATIONS ±, ARE REFERENCED FROM EL = +0'-0" (+834.50' WITH RESPECT TO SEA LEVEL). TOP OF 1ST FLOOR SLAB ON GRADE EL = +4'-3" 2. SEE S401 FOR GENERAL NOTES AND S402 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. BOTTOM OF 2ND FLOOR SHEATHING ELEVATION = +14'-3 3/8" (+10'-0 3/8" ABOVE T/SLAB EL). TRUSS BEARING ELEVATION = +13'-4 1/8" (+9'-1 1/8" ABOVE T/SLAB EL). 5. FLOOR SHEATHING: 3/4" APA RATED TOUNGE & GROOVE SHEATHING, SPAN 48/24, EXPOSURE1, GLUED AND SCREWED TO FRAMING. SEE TYPICAL ROOF/FLOOR SHEATHING LAYOUT AND ATTACHMENT DETAIL. 6. 11 1/4" WOOD TRUSSES: DENOTES 11 1/4" PREFABRICATED OPEN WEB WOOD TRUSSES DESIGNED BY TRUSS SUPPLIER AND SPACED AT 24" OC MAXIMUM. 7. SEE ARCHITECTURAL DRAWINGS FOR WALL LAYOUT AND DIMENSIONS (NON-BEARING PARTITION WALLS ARE NOT SHOWN ON STRUCTURAL DRAWINGS.) WHERE WALL DIMENSIONS DIFFER BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS, ARCHITECTURAL DRAWINGS SHALL GOVERN. 8. EXACT FLOOR TRUSS LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSS LAYOUT SHALL BE COORDINATED WITH MECHANICAL, ELECTRICAL, AND PLUMBING SUBCONTRACTORS PRIOR TO FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE EQUIPMENT, FIXTURES, DUCTING AND PIPING. 9. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL LOADING DUE TO BUILDING EQUIPMENT AND OTHER ITEMS OVER 200 LBS NOT INDICATED ON STRUCTURAL DRAWINGS WITH THE TRUSS MANUFACTURER. PLAN NORTH 0 2' 4' 8' 16' SCALE: 1/4" = 1'-0" 1ST FLOOR WALL & HEADER PLAN PLAN NORTH 04/16/18 Nick Mishler