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Home My WebLink AboutS101 SECOND FLOOR FRAMING PLANDESIGN CRITERIA BUILDING CODE AND DESIGN DATA: THE BUILDING STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2012 EDITION WITH INDIANA AMENDMENTS. FLOOR DESIGN LOADS: LIVE LOAD 80 PSF PARTITIONS 20 PSF WIND DESIGN DATA: BASIC WIND SPEED Q SECOND GUST) 90 MPH WIND LOAD IMPORTANCE FACTOR (0 1.0 WIND EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND DESIGN PRESSURE (P) VARIES WITH HEIGHT SEISMIC DESIGN DATA: OCCUPANCY CATEGORY II SEISMIC IMPORTANCE FACTOR (0 1.0 SITE CLASS D MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS 0.112 51 0.060 DESIGN SPECTRAL ACCELERATION PARAMETERS: SDS 0.120 SDI 0.096 SEISMIC DESIGN CATEGORY B DESIGN BASE SHEAR CSAW SEISMIC RESPONSE COEFFICIENTS (SC) 0.03 RESPONSE MODIFICATION FACTORS (R) 4.0 ANALYSIS PROCEDURE UTILIZED EQUIVALENT LATERAL FORCE PROCEDURE EXISTING RIM BOARD TO REMAIN CONNECTSIMILAR TO EXISTING - NEW DROP -DOWN LAM BEAM — RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and local Codes ee City of Carmel ((�� {vml�)lrwMka,aX�L DATE: \\ 11/14/19 GENERAL STRUCTURAL NOTES MISCELLANEOUS: The structure and its several pans have been designed for the in-service loads only. The methods, means, procedures, and sequences of construction are the responsibility of the Contractor. The Contractor shall take all necessary precautions to insure safe working conditions and maintain the integrity of the structure during all stages of construction. The adequacy of the design of temporary bracing, shoring, etc. is the contractor's responsibility. The contractor shall check all dimensions and conditions in the field, and report any errors or discrepancies to the Structural Engineer prior to the fabrication and erection of any new members. The contractor is responsible for the fit of the new parts to the existing. LUMBER: Structural lumber shall be detailed, fabricated, and erected in accordance with the latest editions of the'Timber Construction Manual' by the American Institute of Timber construction (All and the'National Design Specification for Wood Construction' by the National Forest Products Association (NFPA). Lumber shall be No. 1 Southern Pine, kiln dried, with a maximum moisture content of 15 %, or approved equal. Normal duration design values (psi) shall meet or exceed the following: Lumber Size Fb Repetitive Use Fc Parallel to Grain Ft E Parallel to Modulus at Grain Elasticity 2 x 4 2,100 1,850 1,100 1,800,000 2 x 6 1,750 1,850 950 1,800,000 2 x 8 1,650 1,750 850 1,800,000 2 x 10 1,650 1,750 750 1,800,000 2 x 12 1,350 1,700 700 1,800,000 Lumber used for blocking and other non -stress related uses shall be No. 2 Southern Pine, surface dry, with a maximum moisture content of 19 %. Unless otherwise shown or noted, bolts and lag screws in connections of wood members shall be made with material conforming to A57M A 307. Standard cut washers shall be used between the wood and bolt head and the wood and nut. Joist hangers and connection plates shall be manufactured by Sim pson Company or approved equal. Nails and other woad fastenings, unless otherwise noted, shall conform to the latest edition of the 'National Design Specification for Wood Construction' by the NFPA. Rough sawn timbers shall be treated and finished as required by the specifications. Weather exposed ends shall be treated with CCA. PLYWOOD / O.S.B. : Plywood panels shall be detailed, fabricated, and erected in accordance with the latest criteria established by the American Plywood Association (APA) including their latest edRion of the 'Plywood Design Specification' (and its supplements). Plywood panels shall be identified with the appropriate trademark of the APA and shall meet the requirements of the latest edition of the'U.S. Product Standard PS I for Construction and Industrial Plywood' (or the APA PRP-108 Performance Standards and Policies for Structural Use Panels). Roof and floor panels shall be installed with the long dimension (face grain) across the supports with panels continuous over two or more su opens (minimum three span condition). Stagger panel and joints. End joints shall only occur over a support. Unless recommended otherwise by the panel manufacturer, provide a 1/8-inch gap between panel ends and edges (except underlayment panels which shall have a 1/32-inch gap). Panel edges shall be tongue -and -groove or supported on 2-inch (nominal) lumber blocking installed between joists. Unless otherwise noted, panels shall be fastened to their supports as follows EXISTING FLOOR DECK TO REMAIN I BLOCKING AS REQUIRED `EXISTING FLUSH BEAM / FLOOR JOISTS TO REMAIN. PROVIDE TEMPORARY SHORING AS REQUIRED PRIOR TO REMOVAL OF EXISTING STUD WALL. EXISTING LOAD BEARING STUD WALL TO BE REMOVED. SEE ARCHITECTURAL Beam Detail $101 3/4' = 1'-0- CONNEC7 SIMILAR TO EXISTING NEW DROP -DOWN `EXISTING TEMPOOOF RARY TRUSS TO RING AS LAM BEAM PROVREQUIRE PRIOR TO F REQUIRED PRIOR AL REMOVAL OF EXISTING STUD WALL. I I EXISTING LOAD BEARING STUD WALL TO BE REMOVED. SEE ARCHITECTURAL. z Beam Detail $10J 3/4'=1'-0- NEW BUILT-UP WOOD POST TO FOUNDATION, (3) 2x, MATCH EXISTING WALL THICKNESS ��Il�lwcy I �I ' I d I I I I i I NEW BUILT-UP WOOD POST TO FOUNDATION, (3) 2x, MATCH EXISTING WALL THICKNESS PROVIDE SOLID BLOCKING BETWEEN JOISTS TO FLOOR DECK ABOVE i7Fl� I NEW 6" STUD WALL \WITH SIDEPLYWOOD. BOTH SIDES. I I I I I I I I I NEW fixfi WOOD POST I I I I I I I I I I I I I I I I I I SIGI II I I I I I NEW fixfi WOODPOST I I I I I! I I I I I I I y I I I I I I I I I I I I I I I I I I I I Partial 2nd Floor Framing Plan NORTH I/4 —1 0 Partial Roof Framing Plan NORTH 1/4 —1 0 NOTES: 1. SEE ARCHITECTURAL FOR PLAN DIMENSIONS AND TOP OF BEAM ELEVATIONS. 2. ALL LAM BEAMS AND METAL CONNECTORS TO BE DESIGNED AND CERTIFIED BY SUPPLIER'S LICENSED ENGINEER. JLtt MITSCH D E S I G N 200 S. Rangeline Rd. I Suite 226 Carmel, Indiana 46032 317.573.2222 www.mitschdesign.com W z pp ENGINEER of RECORD, Ilc. Structural Engineering Consultant Carmel, In. 46033 (317) 695.1052 PEI � T 1110 W w �j w M a O U�� W LL z O0 Q O 11 J z ^ O Z w � r z U N U r ee; iwG14T4. q ' YPE101002STAMOF T1`O r O r �G a w ¢ n N � N N mN O W mgm i� ow o O m O m j W W m UU O w ) ❑ Q W O m y z m 2z - aZ M W2 # O K W L2 O O Di e N DEAS.DESGNS.VID nAMS(DRIGUMIWORKSOF AUTIORSHIPFIXED INATANGGIE MEDIUM OF IXFRESSbm INDICATEDORPRESENTED HYTrESEDR WNos AND DOWMENTSAREOWNEDMANDARET EPRDPERWOF M15G1 DESxi RIGHTS RESERVED. EXCEPTFOR USES IXFAEGGLYPEAMTEOIN WANING. 2nd FLOOR FRAMING PLAN S101