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1753 E. Park Terr RES20-0114 15 of 15 truss plan_1A10 A9 A8 A7 A6 A5 A4 A3 A2 A18 A17 A16 A15 A14 A13 A12 A11 A1 A1 B1 B2 B2 B2 B3 B4 B5 B5 B5 G1 G2 C1 C2 C2 C2 C2 C2 C3 C4 C5 C6 C7 CJ01J6AJ6C8 J1GRJ1J1J1DD1D2D3D4CJ02CJ03J1 J1 J1 J1 J1 J1 J1 J1 J1 J2 J3 J01 J2J3J01J2 J3 J4 J2J3J4CJ03J1J1J1J1J1J1J1J1AJ2 J3 J4 J2J3J4E1 E2 E3CJ03 CJ03J1J1J1J1J1J2 J3 J4J2J3J4 J2 J3 J4 J2J3J4CJ03J1J1J1AJ1AJ1BJ1BJ1BJ1BJ1BJ1AJ1CJ1CJ1CGR1 J2 J3 J4J2J3J4 HG1CJ04CJ04J4J3J5 J5 J5 J5 J4 J3J3J4 J4 J3 J4J4PB1 PB1 PB2 13-10-00 12-09-08 14-09-00 27-02-08 4-02-00 12-00-0010-05-0012-05-0016-03-0823-00-0022-07-006-04-0013-00-008-02-0013-00-009-08-0010-02-003-00-0030-00-002-05-088-03-008-03-0012-00-003-06-00 7-11-12 12-00-0810-01-0012-00-08 11-09-0821-05-0021-06-08 2175 W. 18th Street Jacksonville, Fl 32209 Office: 904-356-5440 www.glecklerandsons.com Customer Fasanelli Peterson Model Lot Subdivision Address 1753 Park Terrace City State Zip Jacksonville FL Engineer of Record DESIGN CRITERIA Building Code FBC 2017 Loading Roof Floor Top Chord Live Load 20.0 lb/ft² 40.0 lb/ft² Top Chord Dead Load 10.0 lb/ft² 10.0 lb/ft² Bottom Chord Live Load 0.0 lb/ft² 0.0 lb/ft² Bottom Chord Dead Load 10.0 lb/ft² 5.0 lb/ft² Wind Exposure C - ScatteredObstructions Wind Speed 130 mph DATE: 3/30/2020 Job #: 2315 ALL METAL CONNECTOR PLATES BY MITEK FL APPROVAL CODE FL2197-R6 ALL BEAMS ARE MICROLLAM 2900Fb-2.0E FL APPROVAL CODE FL6527-R9 Designer: MEH ATTENTION: CONTRACTORS, CREWS, AND FRAMERSIt is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. Refer to BCSI-B1 Summary Sheet - Guide for Handling, Installing, Restraining, and Bracing of Trusses. DO NOT CUT OR ALTER TRUSSES. Any Questions or discrepancies should be directed to Gleckler and Sons Building Supplies Components Plant at 907- 356-5440 prior to erection or modification of any trusses. Gleckler and Sons Building Supplies is not liable for any "Back Charges" unless approved by one of our representatives before the work creating the charge is performed. I I I I I 1 I I I I " j / ,=a: ' / - " / " V ~ / . ""/ " j " / t / ' I/ ,=a: ~ ~ '/ / -/ ~ '/ " ~ V / " / V ~ "' / / / ~ / ~ "" / / "" / / / - ~ / / / ~ / / I"-. t " ~ / ~ "" ,=a: F~ ~ ~ / ~ ~-~ ~ / "' " "' "' / " ~ ~ " "' / "' I~ ~ / A ~ ~ ~ / ~ ~ ~ / ~ " ~/ ~ '/ /~/~ ~ / / / ~ ~ // ~ / / / ~ "' '/ I/ / ~ / / V F- / / ~ / / / / / ~ / / / ,=a: Fv / ~ / / / v~ / i~ / "" / I -/ I I I I I I I I I I I I I I I I