Construction Set · Webster Civic

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Structural steel shall conform to 2011 American Institute of Steel Construction[AISC] Specification and Code of Standard Practice. Structural steel to be ASTM A36. Steel pipe to be ASTM A501 or ASTM A53, Type E or S, Grade B. Bolts shall be ASTM A325 unless otherwise noted. Anchor bolts shall be ASTM A307 or ASTM A36. Wood construction shall conform to the National Forest Product's Association's [NFPA] 2015 NDS. Structural lumber shall be No. 2 Hem - Fir or better: Fb. = 850 psi [ BASE ] E = 1,300,000 psi DIMENSION LUMBER: #2 HEM-FIR Fb=850 psi Fv=150 psi E = 1,300 ksi

POSTS AND TIMBERS

HEM-FIR SELECT STR Fb=1200 psi Fc=975 psi E = 1,300 ksi

LAMINATED VENEER LUMBER (LVL): Fb = 2,600 psi Fc = 2,510 psi Fv = 285 psi E = 1,900 ksi

PARALLEL STRAND LUMBER (PSL): Fb = 2,900 psi Fc = 2,900 psi Fv = 290 psi E = 2,000 ksi

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Openings in exterior or interior bearing walls shall be as indicated on the drawings. In absence of header notation, provide as follows: Up to 5'-0" [3] 2x8 Up to 6'-6" [3] 2x10 Up to 8'-0" [3] 2x12 Beyond 8'-0", consult with the Architect in cases where header size is not indicated.

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Floors shall be designed for the following loads: Live Load - Living Areas: Live Load - Sleeping Areas: Dead Loads: Structure: Floor: Ceiling: Mechanical: Total Dead Load: Total Design- Living Areas Total Design- Sleeping Areas:

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40 PSF 30 PSF 7 PSF 3 PSF 3 PSF 2 PSF 15 PSF 55 PSF 45 PSF

Roof rafters / trusses shall be designed for the following loads: Snow load: 35 PSF Dead loads: 15 PSF Total Design Load: Note:

50 PSF

Shop drawings for all roof trusses shall be submitted, prepared and sealed by a Professional Engineer licensed in the State of New York to the Architect for review prior to beginning fabrication.

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Plywood roof and wall sheathing shall be exterior grade, APA rated. Wood in contact with masonry, concrete or earth shall be pressure preservative treated.

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Framing anchors, joist hangers and miscellaneous connecting devices for wood framing shall be galvanized steel of at least 16 gauge thickness. Install in strict accordance with manufacturers instructions for the specific load generated at each location. Use nail size and nailing pattern supplied by or recommended by the manufacturer.

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Double all joists under parallel walls, plumbing fixtures, and at floor openings. Provide bridging at all framing midspans beyond 8'-0". Wood plates shall be secured to top flanges of steel beams at 4'-0" O.C. with Ramset or equal.

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Unless otherwise noted, Roofing shall be 25 yr. min. fiberglass shingles and roofing underlayment, installed in accordance with manufacturers printed requirements for installation. Roof venting shall equal 1 SF Net / 300 SF Attic Space.

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Design of Plumbing, Mechanical and Electrical systems is by others.

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Window unit manufacture T.B.D Verify with Owner and Contractor actual unit types, sizes, miscellaneous window accessories ( such as window grill patterns ) and manufacturer prior to ordering. G.C. shall verify with owner all window unit selections and final locations.

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Smoke Detectors & Carbon Monoxide Detectors shall be provided at all living and sleeping areas per N.Y.S. Code requirements.

Ingrassia Residence Porch Addition 693 Summit Drive Webster, New York

1300 UNIVERSITY AVENUE ROCHESTER, NY 14607 WWW.HANLONARCHITECTS.COM

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Construction shall conform to the 2020 Residential Building Code of New York State, including 2020 Energy Conservation Code of New York State. All work shall conform with all Local City / Town Zoning Ordinances. Contractor shall be responsible for obtaining all required permits. All Exterior and Interior Finish Material selections shall be made by the Owner and Contractor, unless otherwise specified. The Contractor shall check and verify all dimensions in the field. Do not scale any dimensions. In cases of omitted dimensions, contact the Architect for information. All materials, products and finishes shall be installed in accordance with the manufactures printed recommendations. This plan has been reviewed for Structural design and is not valid for permit without original "wet seal" placed in the title block area. Bearing capacity of soil is assumed to be 3000 PSF. Actual soil capacity of the soil shall be verified at the site prior to commencement of the work. Footings to bear on firm, level undisturbed natural soil, free of frost or loose material. Concrete design and construction shall conform to ACI 318-14 and ACI 301-16 Concrete strength at 28 days:Footings: 2,500 PSI All other: 3,000 PSI General Contractor is to set all grades. Layout of building on the Site to be coordinated between the Owner and Contractor. At all concrete slab on grade areas, Contractor shall strip and stockpile all topsoil and unsuitable material. Subgrade to be proofrolled prior to placement and compaction of crushed stone base. Beam pockets are to be grouted solid with 3,000 PSI concrete.