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Home My WebLink AboutS-101 - GENERAL NOTES & FRAMING PLAN10 10 10 REF. REF. HEADER SCHEDULE MARK HEADER SIZE JACK STUDS KING STUDS H -1 (1) 7" X 18" LVL (2) -2 X 8 (1) 2 X 8 H -2 (1) 7" X 8 5/8" LVL (2) -2 X 8 (1) 2 X 8 NOTES: 1. ALL LAMINATED VENEER LUMBER (LVL) SHALL BE 2.0E, 2600 Fb OR BETTER. 15' - 0" H-2 H-2 H-1 3' - 6" 3' - 6" STUD PACK LATERALLY BRACED AT MID HEIGHT, TYP. ADD SAME STUD PACK IN LOWER LEVEL AT SAME LOCATION STUD PACK LATERALLY BRACED AT MID HEIGHT, TYP. 3 S-101 3 S-101 SIM. SIM. 3 3 3 CONTRACTOR TO VERIFY IN FIELD THAT ROOF TRUSSES CLEAR SPAN FROM NORTH TO SOUTH WALL ON UPPER LEVEL. NOTIFY STRUCTURAL ENGINEER IF THE CONDITION IS DIFFERENT, BEFORE REMOVING INTERIOR WALLS. FRAMING PLAN NOTES INDICATES NOTE REFERENCED IN PLAN 1. SEE GENERAL STRUCTURAL NOTES (S-101) FOR ADDITIONAL INFORMATION. 2. INDICATES HEADER MARK, SEE SCHEDULE BELOW FOR HEADER INFORMATION. 3. AREA BETWEEN FLOOR JOISTS UNDER A STUD PACK SHOULD BE FILLED WITH SOLID WOOD BLOCKING TO TRANSFER STUD LOAD DOWN TO STUD PACK, FOUNDATION, OR HEADER BELOW. H-X 2-PLY CONDITION * BOLTS SHOWN IN 4 & 5 PLY CONDITION MAY BE CARRIAGE BOLTS . VERT. SPACING TYP. VERT. SPACING TYP. BUILT-UP STUD PACK, SEE PLAN BUILT-UP STUD PACK, SEE PLAN (2) ROWS OF 10d NAILS, STAGGERED. (2) ROWS OF 16d NAILS, STAGGERED, TYPICAL EACH SIDE OF BUILT-UP COLUMN (2) ROWS OF 1/2" DIA. A306 THRU BOLTS, STAGGERED BUILT-UP STUD PACK, SEE PLAN 3-PLY CONDITION 4/5-PLY CONDITION 8" 8" O.C. 6" O.C. VERT. SPACING TYP. 2 1/2" 3 1/2" 4" 1 1/2" 2 1/2" 1 1/2" 1 1/2" 2 1/2" 1 1/2" 1 1/2" 2 1/2" 1 1/2" WINDOW HEADER PER PLAN AND SCHEDULE FASTEN W/ (3) 0.131 x 3" NAILS PER HEADER PLY LOCATE HEADER AT TOP OF THE WALL RUN JACKS CONTINUOUS THRU TO BOTTOM OF HEADER SEE FRAMING NOTES FOR FASTENING OF MULTIPLE STUDS AND JACK STUDS TOGETHER 2X_ JACK STUDS PER SCHEDULE ADDITIONAL JACK AND/OR KING STUD AS REQUIRED BY HEADER SCHEDULE. ALL JACK STUDS MUST BE CONTINUOUS TO THE BOTTOM OF THE HEADER 2X KING STUD(S) AS REQUIRED BY HEADER SCHEDULE DOOR OPENINGS ARE THE SAME W/ NO SILL PLATE OR BLOCK BELOW STUD SPACING NOT TO EXCEED WALL SEE TABLE BELOW FOR NUMBER OF HEAD AND SILL PLATES REQUIRED. FOR LARGE OPENINGS MULTIPLE HEAD AND SILL PLATES MAY BE REQUIRED. (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 SILL SIZE MAX OPENING WIDTH 5' -9" 7' -0" 8' -3" 10' - 3" GENERAL The structure has been designed for the in-service loads only. The methods, procedures, and sequences of construction are the responsibility of the Contractor. Supporting formwork for concrete construction shall not be removed before the concrete has gained sufficient strength to safely support the dead and superimposed loads which will be subsequently applied. The Contractor shall take all necessary precautions to maintain and ensure the integrity of the structure at all stages of construction. All work shall be performed in accordance with the Indiana One and Two Family Dwelling Code, 2020 Edition (2018 International Residential Code for One-and Two-Family Dwellings with Indiana Amendments). Original plans of the structure are on file with the Structural Engineer. Where new work is to be fitted to old work, 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. Do not determine dimensions by "scaling" off the plans. The Contractor shall accept all risk associated with "scaling" and shall be responsible for all inadequate work resulting therefrom. Questions regarding missing or conflicting dimensions shall be directed, in writing, to the Structural Engineer. All work shall be performed without damage to adjacent retained work. Adequate protection of areas nearby work against dust, dirt and debris accumulation shall be maintained at all times. Principal openings in the structure are indicated on the structural drawings. Refer to the architectural, mechanical, electrical, and plumbing drawings for sleeves, curbs, inserts, etc. not herein indicated. Openings in slabs with a maximum side dimension or diameter of 10 inches or less shall not require additional framing or reinforcement, unless noted otherwise. The location of sleeves or openings not shown in structural members shall be approved by the Structural Engineer. The Contractor shall relocate all mechanical piping, ducts, equipment, electrical conduits, wiring and plumbing that interfere with the proposed construction. Service shall be maintained to all equipment that is served by mechanical, electrical or plumbing conduit being relocated. The Contractor shall relocate all utilities which interfere with the proposed construction. Service shall be maintained at all times during utility relocation unless otherwise noted. The shoring and/or re-shoring design is the responsibility of the Contractor. Temporary shoring for slabs, beams, and girders shall be adequate to carry the total weight of the slab-beam-girder system and any temporary construction loads to be imposed on the structural system. Shoring for a level shall not be removed until the concrete at that level has attained the specified 28 day compressive strength (f'c). Removal of shoring and/or reshoring shall not cause overstress in any structural element. GENERAL STRUCTURAL NOTES All notes hereafter are typically applicable unless noted otherwise on plans, sections, or details. STRUCTURAL 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 (AITC) and the National Design Specification for Wood Construction by the American Forest & Paper Association (ANSI/NFoPA NDS). Bolts, lag screws, nails and other wood fastenings, unless otherwise noted, shall conform to the latest edition of the National Design Specification for Wood Construction. Standard cut washers shall be used between the wood and bolt head and the wood and nut. Joist hangers and connection plates shall be as manufactured by Simpson Strong-Tie Company, Inc. or approved equivalent. Except where epoxy injection is specified; bolted, lag screwed, or nailed wood member connections shall be glued using adhesives conforming to APA Specification AFG-01 (PL-400) in accordance with the manufacturer's recommendations. Structural load bearing wall studs, not otherwise continuously braced on both sides by gypsum board, plywood/performance rated panel sheathing, hardboard panel siding, or other Indiana Residential Code (IRC) approved sheathing; shall be braced at third points with horizontal solid wood blocking, not less than 2 inches (nominal) in thickness and of the same width as the studs fitted snugly and nailed thereto to provide adequate lateral support. Wood members that are in contact with concrete or masonry [or exposed to weather] shall be pressure treated with a water borne treatment to a net retention level of 0.3 pcf in accordance with applicable American Wood Preservers' Association latest requirements. Rough sawn timbers shall be treated and finished where specified. Ends exposed to weather shall be treated with CCA. STRUCTURAL GLUE-LAMINATED TIMBER Glue-Laminated Timber shall have the following minimum Properties Fb = 2,600 psi E = 2,000,000 psi Glue-Laminated Timber hangers and composite wood products connectors shall be as manufactured by Simpson Strong-Tie Company, Inc. or approved equivalent. The Glue-Laminated Timber manufacturer/supplier shall prepare detailed working or shop drawings and shall submit one reproducible copy to the Structural Engineer for review prior to fabrication. These drawings shall show the design forces, required bracing and details necessary to enable the Glue-Laminated Timber manufacturer/supplier to fabricate, erect and construct all parts of the work in accordance with the drawings and specifications. These shop drawings will be reviewed for design concepts only. The Glue-Laminated Timber manufacturer shall be responsible for all dimensions, accuracy and fit of work. Deflection live load shall be limited to 1/600 of the beam span. DESIGN Building Code: Indiana One and Two Family Dwelling Code, 2020 Edition (2018 International Residential Code for One- and Two-Family Dwellings with Indiana Amendments) Soil information: Allowable net bearing pressure: Spread footings 2,500 psf Structural Lumber (surfaced dry, used at 19% moisture content): Load bearing wall studs Douglas Fir, Select Structural Bolts/Lag Screws ANSI/ASME B18.2 Nails FF-N-105B Structural Glue-Laminated Timber (as manufactured by Willamette Industries, Inc. or approved equivalent): Laminated Veneer Lumber (LVL) glulam beams StructLam (2.0E) Live loads: Roof: 20 psf with drift considerations Floors: First floor (except Great Room) 100 psf First Floor Great Room 125 psf Second Floor 60 psf Corridors, stairs & exit facilities 100 psf Attic (uninhabitable) 20 psf Attic (inhabitable, except Mechanical Room) 60 psf Attic Mechanical Room 100 psf Balconies (interior & exterior) 100 psf Live Load Deflection Limitation: Roof L/360 Floors: First Floor & Balconies L/1000 Other Floors L/600 Attic L/360 Wind loads: Basic wind speed 80 mph Importance factor, IW 1.0 Exposure C Seismic loads: Seismic zone 1.0 Importance factor 1.0 Soil profile type SE (assumed) R (north-south) 5.5 Omega o (north-south) 2.8 R (east-west) 5.5 Omega o (east-west) 2.8 05/07/2021 SHEET TITLE SHEET NUMBER Ascent Hospitality 1305 Mall of Georgia Blvd. Buford, Georgia 30519 770-904-0765 Owner RATIO 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 Architect CE Solutions, Inc. Structural Engineer 10 Shoshone Drive Carmel, Indiana 46032 317-818-1912 KEY PLAN A B PROJECT NO. SHEET ISSUE SEAL | DATE COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. 5/10/2021 4:19:34 PM S-101 GENERAL NOTES & FRAMING PLAN 21009.000 ASHERWOOD ESTATE KITCHEN REMODEL Carmel, IN S-101 1/8" = 1'-0" 1 FIRST FLOOR FRAMING PLAN S-101 1" = 1'-0" 2 NAILING REQ. FOR BUILT-UP COLUMNS S-101 3/4" = 1'-0" 3 TYP. WALL OPENING 1 Construction Documents 5/7/21 5/7/21 05/27/21