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HomeMy WebLinkAbout2448 FLOOR LAYOUT GLCENTURY 2448-A,B,C FLOOR WILLOW GLENN FZ 0 2 FZ03 FZ08 P01 P02 P03 P03 P04 P05 F24 F2 0 F17 F2 5 F1 3 F1 6 F0 9 F1 0 F0 1 F0 1 F0 1 F0 1 F0 1 F0 1 F0 4 F0 4 F0 5 F0 6 F0 6 F0 6 F0 6 F0 6 F0 6 F0 6 F0 6 F0 6 F0 6 F0 7 F0 6 F1 1 F1 1 F1 1 F1 1 F1 1 F1 4 F1 4 F1 4 F1 5 F1 9 F1 9 F2 1 A F2 1 F2 1 F2 2 F2 2 F2 2 F2 2 F2 2 F2 3 F1 8 F1 2 F1 2 F2 2 F1 5 A 5/12 5/12 MECH UNIT CONC. LOAD CONC. LOAD 1-3/4"x18 LVL RIM 1-3/4"x18 LVL RIM 1. 4. 1.1.1.1.1. 3. 3. 3. M/S1 M/S1 M/S1 2. 1.1. 1.1.1. 1. 1.1.1.1. 1.1.1.1.1.1. 1.1.1.1. 1.1.1.1.1.1. CHASE I/S1 6- 0 0 - 0 0 20-00-00 3- 0 0 - 0 0 11-06-08 8-05-08 3- 0 0 - 0 0 7- 0 6 - 0 0 13-05-08 3-06-00 2-00-00 3- 0 0 - 0 0 13 - 0 6 - 0 8 23 - 0 5 - 0 8 17-00-08 13 - 0 4 - 0 0 21 - 0 5 - 0 8 6- 0 0 - 0 8 2- 0 8 - 0 8 4 - 0 6 - 0 8 27 - 0 6 - 0 0 7- 0 0 - 0 8 43 - 0 0 - 0 0 2- 0 8 - 0 8 1 5 - 0 4 - 0 0 6 - 0 0 - 0 0 18 - 0 8 - 0 0 43 - 0 0 - 0 0 28-00-00 12-00-00 1- 0 0 - 0 0 41-00-00 13-00-00 27-00-00 1- 0 0 - 0 0 41-00-00 3-11-08 7- 0 9 - 0 0 5- 0 0 - 0 0 8- 0 0 - 0 0 1- 1 0 - 0 4 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 1- 1 1 - 0 4 2- 0 0 - 1 2 2- 0 0 - 0 0 2- 0 0 - 0 0 1- 0 9 - 0 0 1- 0 4 - 1 2 10 - 0 4 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 1 - 1 2 1- 1 0 - 0 4 5- 0 4 1- 0 6 - 1 2 2- 0 0 - 0 0 2- 0 0 - 0 0 8- 0 4 1- 0 3 - 1 2 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 1- 0 0 - 0 0 1- 1 0 - 0 4 5- 0 8 8- 0 4 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 1- 1 0 - 0 4 1- 0 2 - 1 3 2- 0 0 - 0 0 10 - 1 5 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 1 - 1 2 ID 1. 2. 3. 4. HANGER MODEL HU46 HUC46 THA422 HUC210-2 QTY 32 1 3 1 HANGER SCHEDULE BUILDER : PLAN :DESIGNER : CITY, STATE: ARLINGTON 360-925-4155 SPANAWAY 253-846-3005 ISSAQUAH 425-391-8000 KINGSTON 425-961-6778 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See the individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of wood trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179ADDRESS : 2448-A,B,C FLOOR WILLOW GLENN FLOOR TRUSS PLACEMENT LAYOUT APPWRIGHT/ MBA #: 4704827 NTSSCALE: CENTURY COMMUNITIES WILLOW GLENN 2448-A,B,C FLOOR SALES :PLAT :& LOT GEOFF W. Puget Sound Market Trusses JEFF C. DATE : ***ATTENTION**** TRIANGLE SHAPE ▲= LEFT SIDE INDICATOR -RED MARK ON TRUSS IS LEFT SIDE TRIANGLE SHAPE ▲ = INDICADOR DE LADO IZQUIERDO -MARCA ROJA EN ARMADURA ES LADO IZQUIERDO ALL 2X6 STRONGBACKING MUST BE INSTALLED PER ENGINEERING PACKET WARNING:DO NOT INSTALL TRUSSES BACKWARDS OR UPSIDE DOWN. FOLLOW LEFT END INDICATORS ON LAYOUT VERIFY ALL PLUMBING DROPS BEFORE SECURING SHEATHING DO NOT CUT, DRILL, NOTCH OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM Builders FirstSource Truss