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HomeMy WebLinkAboutS202 - APARTMENT STRUCTURAL PLANS11 1/4" WOOD TRUSSES @ 2'-0" OC MAX 14 S408 RS01 RS01 RS01 RS01 RS01 11 1/4" WOOD TRUSSES @ 2'-0" OC MAX 11 1/4" WOOD TRUSSES @ 2'-0" OC MAX 11 1/4" WOOD TRUSSES @ 2'-0" OC MAX 11 1/4" WOOD TRUSSES @ 2'-0" OC MAX 11 1/4" WOOD TRUSSES @ 2'-0" OC MAX 11 1/4" WOOD TRUSSES @ 2'-0" OC MAX 11 1/4" WOOD TRUSSES @ 2'-0" OC MAX 11 1/4" WOOD TRUSSES @ 2'-0" OC MAX 11 1/4" WOOD TRUSSES @ 2'-0" OC MAX 14 S408 14 S408 20 S408 20 S408 1 S409 1 S409 1 S409 1 S409 2x4 2x4 2x4 1 S409 1 S409 1 S409 1 S409 2x4 2x4 2x4 2x4 5/8" OSB SHEATHING 5/8" OSB SHEATHING 2 S409 15 S408 15 S408 15 S408 15 S408 2 S409 2 S409 2 S409 2 S409 2x4 @ 24" OC TYP 2x4 @ 24" OC TYP 2x4 @ 24" OC TYP 2x4 @ 24" OC TYP 2x4 @ 24" OC TYP 2x4 @ 24" OC TYP 2x4 @ 24" OC TYP 2x4 @ 24" OC TYP DOUBLE TRUSS (LOW) 2x4 @ 24" OC TYP 3 S409 4 S409 5/8" OSB SHEATHING (HIGH) RS01 (LOW) - SEE 4/S409 2x8 RAFTER (HIGH) - SEE 4/S409 2x8 RAFTER (HIGH) - SEE 4/S409 2x8 RIDGE BEAM 5 S409 H3 H2 H2 H2 W3 W3 W3 W3 SW2 MW6 W3 HD2 HD2 MW6 H3 H2 H2 SW2 W3 W3 W3 W3 H3 H3 HD2 HD2 HD2 HD2 HD2 SW2 W3 W3 W3 MW6 W3 H2 H2 H2 H2 H3 H2 H2 SW2 W3 W3 W3 W3 SW2 W3 W3 SW2 W3 W3 H2 HD2 HD2 HD2 HD2 HD2 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") ATTACH JAMB STUDS (TREATED) TO WALL w/ 5/8" DIA HILTI KWIK BOLT III @ 16" OC VERT (EMBED 4") W3 H2 W3 W3 W3 W3 H2 H2 H2 H2 H2 H2 H2 H2 H4 W3 H4 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 MW6 MW6 C.J. C.J. C.J. C.J. EXISTING PRECAST WALL EXISTING PRECAST WALL EXISTING PRECAST WALL 5/ S501 15 PSF 5' - 0" 0 PSF PARAPET WALL T/ROOF +(SEE PLAN) NOTE: LOADS ARE IN ADDITION TO SNOW LOAD INDICATED ON S401 37 PSF 10'-6". 0 PSF PARAPET WALL T/ROOF +(SEE PLAN) NOTE: LOADS ARE IN ADDITION TO SNOW LOAD INDICATED ON S401 63 PSF 16'-9". 0 PSF EXISTING PARKING GARAGE WALL T/ROOF +(SEE PLAN) NOTE: LOADS ARE IN ADDITION TO SNOW LOAD INDICATED ON S401 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 S202 Park East Retail Carmel, Indiana Author Checker 12/22/16 05/02/17 No. Date Description SCALE: 1/4" = 1'-0" ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" SECOND FLOOR WALL & HEADER PLAN PLAN NORTH 0 6" 1' 2' 4' 8' PLAN NORTH 0 6" 1' 2' 4' 8' PLAN NOTES: 1. ELEVATIONS ±, ARE REFERENCED FROM EL = +0'-0" (+834.50' WITH RESPECT TO SEA LEVEL). TOP OF 1ST FLOOR SLAB ON GRADE = +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 ROOF SHEATHING ELEVATION = +23'-4 1/2" (+19'-1 1/2" ABOVE T/SLAB EL). TRUSS BEARING ELEVATION = +22'-5 1/4" (+18'-2 1/4" ABOVE T/SLAB EL) 5. FLAT ROOF SHEATHING: 3/4" APA RATED SQUARE EDGE SHEATHING, SPAN 48/24, EXPOSURE1, NAILED TO FRAMING. SEE TYPICAL ROOF/FLOOR SHEATHING LAYOUT AND ATTACHMENT DETAIL. SLOPED ROOF SHATHING: 5/8" APA RATED SQUARE EDGE SHEATHING, SPAN 40/20, EXPOSURE 1, NAILED 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 STUCTURAL AND ARCHITECTURAL DRAWINGS, ARCHITECTURAL DRAWINGS SHALL GOVERN. 8. EXACT ROOF 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 EQUIPMENT, FIXTURES, DUCTS AND PIPING. 9. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL LOADING DUE TO EQUIPMENT OR OTHER ITEMS OVER 200 LBS NOT INDICATED ON STRUCTURAL DRAWINGS WITH THE TRUSS MANUFACTURER. SCALE: 1/2" = 1'-0" S202 EAST WALL SNOW DRIFT LOAD 1 SCALE: 1/2" = 1'-0" S202 2 NORTH & SOUTH WALL SNOW DRIFT LOAD SCALE: 1/2" = 1'-0" S202 WEST WALL SNOW DRIFT LOAD 3 04/16/18 Nick Mishler