116 VERNON STREET NORTHAMPTON MA-S2- MAIN FLOOR AND ROOF PLANPARTIAL EXISTING ROOF AND NEW ROOF FRAMING PLANSCALE: 14" = 1'-0"1. See General Notes on this sheet.2. Engineered trusses, truss-to-truss connections, bridging & bracing to be designed by truss manufacturer andstamped by a Massachusetts Licensed Engineer.3. All headers at exterior openings are (2) 2x10's unless noted otherwise.4. Truss layout is assumed as shown for purpose of load path calculations. Layout shall be verified with StructuralEngineer after trusses are designed. Framing plans may need to be modified.5. Stud columns indicated are below.6. Attach each end of each roof girder trusses and roof beams to stud pack below with (1) LTS12 twist strap.7. Typical new exterior wall assembly 12'-0" in height or less:2x6 studs at 16" on center, apply 716" thick DOC-PS1Plywood APA rated 2416 wall sheathing to the exteriorwall faces. Minimum sheathing nailing shall be 8d commons at 6" on center at all panel edges and 12" o.c. at allpanel fields. Do not overdrive sheathing nails.8. Provide a minimum of one trimmer and one king studs at each end of each header. (U.N.O.) Provide aminimum of (2) King studs at opening widths greater than 4'-0".2S2MAIN FLOOR STRUCTURAL PLANSCALE: 14" = 1'-0"1S2REMODEL AND ADDITION
116ERNON STREET
NORTHAMPTON MA
01060
JACOB SMITH ENGINEERING AND DESIGN
5FLOOR FRAMING:1. See General Notes on Sheet S1.2. Coordinate all dimensions, elevations and openings with Architectural drawings.3. Floor joist options to be placed in two span conditions minimum (U.N.O. on plans). a. 1178" (per plans) TJI 210 w/ IUT (or ITT) hangers where required. b. 1178" (per plans ) LPI 20 w/ IUT (or ITT) hangers where required.4. X indicates number of vertical 2x4 squash blocks in floor system at column location above.5. Provide double O.S.B. or equal rim joist, typical (i.e. "Timberstrand").