Loading...
HomeMy WebLinkAboutS100.0\A1;3" O.C. EDGE NAILING\A1;(SEE NOTES)\A1;2x6 SPF #2 GRADE @ 16" O.C. \A1;BALLOON FRAMED WALL (2)2x6 (2)2x6\A1;14" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;14" I-JOISTS (CANT'D) -SERIES AND SPACING PER MANUF.- \A1;(2)2x12 HDR. (2)2x8 (2)2x8 ROOF TRUSSES @ 24" O.C. \A1;1{\H0.7x;\S3#4;}"x14" LSL FLUSH (2)2x4 (2)2x8\A1;2x6 R.R. & C.J. @ 24" O.C. \A1;14" I-JOISTS (CANT'D) -SERIES AND SPACING PER MANUF.- (2)2x6 (2)2x8 (2)2x4 (2)2x4 R.T. @ 24" O.C.(2)2x8DROPPED (2)2x8DROPPED 4x4 P.T.POST (2)2x4BM. PKT. (2)2x4BM. PKT. \A1;\pxqc;OFFSET B.W.A. \A1;(2) 1 {\H0.7x;\S3#4;}" x 14" LSL FLUSH POST ABOVE\A1;\pxqc;1 {\H0.7x;\S3#4;}"x14" LSL FLUSH \A1;EXTEND TOP CHORD OF TRUSS OVER FLR. JOISTS \A1;SIMPSON HUCQ1.81/11-SDS (2)2x4 (2)2x4 \A1;DOUBLE JOIST UNDER WALL ABOVE 2x6 C.J. @ 16" O.C. \A1;(2)1{\H0.7x;\S3#4;}"X14" LVL FLUSH \A1;1{\H0.7x;\S3#4;}"x14" LVL FLUSH (2)2x4 (2)2x4\A1;OPEN TO ABOVE \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \A1;2x6 SPF #2 GRADE @ 16" O.C. \A1;BALLOON FRAMED WALL (1)2x4 KING STUD \P+ (1)2x4 JACK \PEA. SIDE(2)2x8 (2)2x8 (2)2x8 (2)2x8 \pxt3;(2)2x6 (2)2x8 (6)2x4 \A1;(2)1 {\H0.7x;\S3#4;}"x14" LSL FLUSH (6)2x4 \A1;14" I-JOISTS -SERIES AND SPACING PER MANUF.- SIMPSON HUC416STRUCTURAL GABLE END TRUSS \pxql;4x4 P.T. POST \pxql;4x4 P.T. POST (2)2x4BM. PKT. ROOF TRUSSES @ 24" O.C. (2)2x6BM. PKT.(2)2x10 DROPPED (2)2x10 DROPPED REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES METAL HANGER BEARING WALL ABOVE (B.W.A.) AREA OF FLOOR SYSTEM DESIGNED FOR TILE BEAM / HEADER INTERIOR BEARING WALL INTERIOR BRACED WALL PANEL INDICATES POST ABOVE. PROVIDE SOLID\PBLOCKING UNDER POST OR JAMB ABOVE.INDICATES HOLDOWN BELOW. LEGEND OR OSB SHEATHING END JOIST(2)2x6 FLUSH TOP SIMPSON HUS1.81/10 (2)2x8 \A1;14" I-JOISTS -SERIES AND SPACING PER MANUF.- (3)2x6 BALLOON FRAME KING STUDS(1) JACK + (2) B.F. KINGS(2)2x6 (2)2x4 (2)2x4 (2)2x8(2)2x8(2)2x8 (2)2x4 (2)2x4(2)2x4 \A1;(4)2x4 T0 BM. \A1;3{\H0.7x;\S1#2;}"x5{\H0.7x;\S1#4;}" LVL POST \A1;3{\H0.7x;\S1#2;}"x5{\H0.7x;\S1#4;}" LVL POST (6)2x4 \A1;W 12x19 STEEL DROPPED \A1;6.0 \A1;6.0 \A1;(2)1{\H0.7x;\S3#4;\H1.4286x;"x18" LVL HDR.\P \H0.99998x;\L@ OPT. BRICK WRAP:\l\P(2)1\H0.7x;\S3#4;\H1.4286x;"x18" LVL HDR. (VENEER SUPPORT OPTION B) OR\P\H0.99998x;(2) 1\H0.7x;\S3#4;\H1.4286x;"x24" LVL HDR. (VENEER SUPPORT OPTION C) \P(SEE NOTES ON S-0)} \A1;{\LEXTERIOR GARAGE WALLS}:\P-2x4 SPF #2 GRADE @ 16" O.C.\P UP TO 11'-0" TALL.\P-2x4 SPF #2 @ 12" O.C. UP TO 13'-0" TALL. \A1;6.0 \A1;ONE-SIDED PORTAL FRAME\A1;(SEE DETAIL B/S-4.0)\A1;BLOCKED PANEL EDGES\A1;(SEE NOTES) \A1;6.0* * * * * * * S-2.0 STRUCTURAL PLAN - 1ST FLOOR (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2019 PulteGroup, Inc. PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:05/10/2019 PROJECT TYPE Single Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Castleton 2022.300Home for * Market Home *, 6838-00100#513060 Chenille Drive, Carmel, IN 4607405/04/20 William Hohlt