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College Inn--ELEVATOR STRUCTURAL DRAWINGS 1.6.17NEW ELEVATOR ENCLOSURE THE HISTORIC COLLEGE INN 74 BRIDGE STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5NEW ELEVATOR ENCLOSURE FOUNDATION PLANSCALE: 12" = 1'-0"1. See General Notes on sheet S7.2. Coordinate all dimensions, elevations and openings with architectural drawings and mechanical requirements.3. Footings shall bear upon undisturbed native soils. Center footings below bearing elements above. Unless Noted Otherwise (U.N.O.)Set new footings a minimum of 48 inches below final grade.4. Footings shall be the exact size shown per plan.5. Isolate new slab-on-grade from all walls, columns, and utilities.6. Coordinate all wall reinfrcing bars and new cast-in-place anchors. All Cast-in-place anchors shall be located and securced as requiredprior to wall pour. (NO WET SETTING OF ANY ANCHORS.)7. Coordinate all elevator shaft requirements such as sump pit location, embed guide rail anchors, and pit access ladder withArchitectural, Mechanical, and Structural requirements.8. Coordinate continuous top of wall #5 bars, cast-in-place, and post wall pour hold-down anchors.1S1 NEW ELEVATOR ENCLOSURE THE HISTORIC COLLEGE INN 74 BRIDGE STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5NEW ELEVATOR ENCLOSURE MAIN FLOOR FRAMING PLANSCALE: 12" = 1'-0"1S21.See the General Notes on Sheet S7.2. Coordinate all dimensions, elevations and openings with architectural drawings and mechanical requirements.3. All Multi-ply LVL beams shall be fastened together with (2) GRK RSS 516‘[18" on center at 16" o.c. at each beam face.4. Posts are shown below. Built-up posts shall be fastened together as specified in section15.3 of the 2005 NDS wood design manual.5. X Indicates the number of vertical 2x4 or 2x6 squash blocks in the floor system at the column above locations. NEW ELEVATOR ENCLOSURE THE HISTORIC COLLEGE INN 74 BRIDGE STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5NEW ELEVATOR ENCLOSURE SECOND FLOOR FRAMING PLANSCALE: 12" = 1'-0"1S31.See the General Notes on Sheet S7.2. Coordinate all dimensions, elevations and openings with architectural drawings and mechanical requirements.3. All Multi-ply LVL beams shall be fastened together with (2) GRK RSS 516‘[18" on center at 16" o.c. at each beam face.4. Posts are shown below. Built-up posts shall be fastened together as specified in section15.3 of the 2005 NDS wood design manual. NEW ELEVATOR ENCLOSURE THE HISTORIC COLLEGE INN 74 BRIDGE STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5NEW ELEVATOR ENCLOSURE THIRD FLOOR FRAMING PLANSCALE: 12" = 1'-0"1S41.See the General Notes on Sheet S7.2. Coordinate all dimensions, elevations and openings with architectural drawings and mechanical requirements.3. All Multi-ply LVL beams shall be fastened together with (2) GRK RSS 516‘[18" on center at 16" o.c. at each beam face.4. Posts are shown below. Built-up posts shall be fastened together as specified in section15.3 of the 2005 NDS wood design manual. NEW ELEVATOR ENCLOSURE THE HISTORIC COLLEGE INN 74 BRIDGE STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5NEW ELEVATOR ENCLOSURE ROOF FRAMING PLANSCALE: 12" = 1'-0"1S5NEW ADDITION SECTIONSCALE: 12" = 1'-0"2S51.See the General Notes on Sheet S7.2. coordinate all dimensions, elevations, and openings with the architectural drawings and mechanical requirements.4. Provide solid blocking between roof joists above wall below. Provide solid blocking between the top of the rail support posts and adjacent studs.5. All roof beams and girder trusses shall have (1) HTS18 twist strap of CS18 strap to post below.Unless Noted Otherwise (U.N.O.)6. All Multi-ply LVL beams shall be fastened together with (2) GRK RSS 516‘[18" on center at 16" o.c. at each beam face.7. Posts are shown below. Built-up posts shall be fastened together as specified in section15.3 of the 2005 NDS wood design manual.1.See the General Notes on Sheet S7.2. coordinate all dimensions, elevations, and openings with thearchitectural drawings and mechanical requirements. NEW ELEVATOR ENCLOSURE THE HISTORIC COLLEGE INN 74 BRIDGE STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5NEW ELEVATOR SHAFT SECTIONSCALE: 38" = 1'-0"1. See General Notes on sheet S72. Coordinate all dimensions, elevations and openings witharchitectural drawings and mechanical requirements.2S6NEW ELEVATOR SHAFT SECTIONSCALE: 38" = 1'-0"1. See General Notes on sheet S7.2. Coordinate all dimensions, elevations and openings witharchitectural drawings and mechanical requirements.1S6 NEW ELEVATOR ENCLOSURE THE HISTORIC COLLEGE INN 74 BRIDGE STREET NORTHAMPTON, MA 01060 JACOB SMITH ENGINEERING AND DESIGN 5GENERAL STRUCTURAL NOTES:DESIGN LIVE LOADS: 2015 I.B.C.* Live40 psf* SnowPg = 55 psfPf min = 35 psf* Wind90 mph, exposure B, 3-Sec gustDESIGN CODES:* National Design Specifications (N.D.S.)* American Institute of Steel Construction (AISC)* American Concrete Institute (ACI)* Concrete Reinforcing Steel Institute (CRSI)FOUNDATION:* Foundation are designed without an engineer's soil investigation. Foundation design criteria was assumed for purposes offoundation design and shall be confirmed by a soils engineer, at owner's expense, prior to construction. (This procedure mayrequire revisions to foundation design, at additional expense to the owner, if soils engineer determines that such design criteria areinappropriate for this building site.)* Footings shall be placed on undisturbed natural soil or compacted fill tested and approved by soils engineer.* Maximum design soil pressure: 3000 psfCONCRETE AND REINFORCEMENT:* Concrete shall conform to with the current ACI-301 Standard Specifications of Structural Concrete.Minimum 28 day compressive strength (F'c) and design properties as followsFoundation elements:Slabs:F'c = 3000 psi min.F'c = 4000 psi min.Water/Cement ratio = .5 max Water/Cement ratio = .45 maxSlump = 5" maxSlump = 4" maxEntrained Air = 6% max* Deformed reinforcement: New billet steel, ASTM A615 grade 60.* Reinforcement shall be fabricated and placed per ACI Manual of Standard Practice (ACI-315). &RQFUHWHFRYHURYHUUHLQIRUFHPHQWò´IRUFRQFUHWHSODFHGDJDLQVWIRUPV´IRUFRQFUHWHSODFHGDJDLQVWHDUWK* Keep reinforcement clean and free of dirt, oil, and scale. Oil forms prior to placing reinforcement.* Do not use Calcium Chloride in any add mixtures with reinforced concrete.* Appearance of finished concrete shall be approved by the Architect.WOOD FRAMING:* Dimension lumber is designed and shall be supplied using Jacob Smith Engineering and Design values design criteria.* General Framing: Spruce Pine Fir #1 and better (Maximum Moisture Content 19%) U.N.O.Plates:Sill plates: Pressure Treated Timber Strand LSL by Trus Joist or Pressure treated Doug Fir or Southern Pine #1 or better:Top and Bottom plates: Spruce Pine Fir #1 and better.1RWH³3UHVVXUH7UHDWHG/XPEHU´VKDOOEHIUDPLQJPDWHULDORIWKHVSHFLILHGVSHFLHVZKLFKKDVEHHQSUHVVXUHWUHDWHGZLWKGHFD\DQGinsect resistant solution, meeting all current standards for wood in contact with concrete or earth.Sill plates in contact with masonry or concrete foundations, footings or slabs may be treated Timber Strand LSL (zinc boratetreatment). Sodium borate treatment may also be acceptable for sill plate applications when protected from weather.Acceptable treatment mediums for wood in contact with earth or in exterior applications include ACQ-C and ACQ-D (AlkalineCopper Quaternary) and copper azole (CBA-A and CBA-B). DO NOT USE WOODS WHICH HAVE BEEN TREATED WITHAMMONIA BASED CARRIERS. All connectors shall meet the recommendations of the pressure treated wood manufactures, butshall be not less than Hot Dipped Galvanized meeting requirements of ASTM A653, such as Simpson ZMAX. (G185). All screws,nails and bolts shall match hangers and other connectors, and shall meet ASTM A123 for individual connectors, and ASTM A153for fasteners.For durability, it is our recommendation that connectors used in exposed conditions with treated limber be stainless steel.Do not mix galvanized and stainless products.Do not allow aluminum to contact treated wood.* Laminated Veneer Lumber (L.V.L.): Fb min = 3000 psi, E min = 2.0 x10^6 psi.* Parallel Strand Lumber Posts (P.S.L.): Fb min = 2,400 psi, E min = 1.8 x 10^6 psi.* Studs: 2x6 Spruce Pine Fir No. 1/ No. 2 Grade.* Built up wood posts shall be constructed as specified by the current N.D.S. wood design manual section 15.3.* Roof Sheathing: minimum 12" thick, DOC-PS1 CDX plywood APA rated 24/16. Nailed with 8d common nails at 6" on center atall panel edges and 12" on center at all panel fields.* Wall sheathing:See plan for thickness, DOC-PS1 CDX plywood APA rated, nail as specified per plan.* Floor sheathing: 2332" thick DOC-PS1, Tongue and Groove, APA rated 4824, nail with 10d common nails at 6" o.c. at all panel edgesand 12" o.c. at all panel fields.* Nailing per shall comply with IBC Table 2304.9.1 except where more or larger nailing shown on drawings.* All roof rafters, joists, beams shall be anchored to supports with metal framing anchors.* Provide continuous wall studs each side of wall openings equal to one half or greater of number of studs interrupted by openings.* All wall studs shall be continuous from floor to floor or from floor to roof.* Cross bridge all dimensional lumber roof and floor joists at midspan and provide solid blocking or rim joists at all joist supportsand joist ends.* Solid blocking between trusses at bearings.* Metal connectors: Simpson Strong Ties unless otherwise noted, install with number and type of nails to achieve maximum ratedcapacity. Note that heavy duty and skewed hangers may require special order.* All beams shall be braced against rotation at points of bearing.* Unless otherwise indicated, install two lengths of solid blocking x joist depth x 12 inches long in floor framing under columnloads. Columns must have a continuous load path to foundation.* Lead holes for lag bolts shall be 60% to 70% of lag shank diameter in compliance with AITC criteria.STRUCTURAL STEEL:* All structural steel work shall conform with the current AISC construction manual and AWS structural welding code D1.1* Angles, channels, plate, and miscellaneous: ASTM A36.* Threaded rod: ASTM A307 - Grade 36.* Threaded rod foundation anchors: ASTM F1554 - Grade 36* Wide flange beams: ASTM A992.* Bolts shall be of a length that will fully engage the nuts. Bolt heads and nuts shall bear evenly against the metal.* All columns base plates set on concrete shall have leveling nuts and be packed solid to engage the entire base plate with 5000 psinon-shrink, non-metalic grout. Conform with ASTM C1107* Epoxy adhesive shall be "HILTI HIT HY-200"STRUCTURAL ERECTION AND BRACING REQUIREMENTS.* The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced.The contractor, in the proper sequence, shall provide proper shoring and bracing as may be required to achieve the final completedstructure.* Observations of foundation reinforcing or steel framing required by the owner, lender, building department or any other partywill be accomplished by the engineer at the owner's expense. At least 24 hours advance notice is requested.* Fabricator and / or supplier of structural steel, floor, and roof trusses, shall submit shop and erection drawings forarchitectural and engineering review. Submit two prints for each drawing. Allow ten working days for review. No materialsshall be fabricated until shop drawings are approved.TYPICAL FOUNDATION WALLCORNER REINFORCING1.See General Notes on this sheet.2. Coordinate all dimensions, elevations and openingswith Architectural drawings.4S7TYPICAL SLAB-ON-GRADECONTROL JOINT (C.J.)SCALE: 12" = 1'-0"1.See General Notes on this sheet.2. Coordinate all dimensions, elevations and openings with Architectural drawings.3S7TYPICAL FOUNDATION WALL STEPSCALE: 12" = 1'-0"1.See General Notes on this sheet.2. Coordinate all dimensions, elevations andopenings with Architectural drawings.2S7SCALE: 12" = 1'-0"SCALE: 12" = 1'-0"TYPICAL WINDOW ORDOOR REINFORCING1.See General Notes on this sheet.2. Coordinate all dimensions, elevations andopenings with Architectural drawings.1S7SCALE: 12" = 1'-0"NEW STEEL ANGLE SECTION DETAILAT EXISTING STRUCTURE1.See General Notes on this sheet.2. Coordinate all dimensions, elevations and openings with Architectural drawings.5S7SCALE: 1" = 1'-0"NEW STEEL ANGLE SECTION DETAILAT EXISTING STRUCTURE1.See General Notes on this sheet.2. Coordinate all dimensions, elevations and openings with Architectural drawings.6S7SCALE: 1" = 1'-0"