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HomeMy WebLinkAboutS100.0\A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) (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 (2)2x6 (2)2x6\A1;14" I-JOISTS -SERIES AND SPACING PER MANUF.- SHEATHE WALL WITH GYPSUM SHEATHING FASTENED PER INTERIOR BRACED WALL PANEL OPTION B (SEE NOTES) \A1;14" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;(SEE NOTES) \A1;2x6 SPF #2 GRADE \A1;@ 16" O.C. BALLOON \PFRAMED WALL \A1;14" I-JOISTS (CANT'D) -SERIES AND SPACING PER MANUF.- (6)2x4 \A1;W 12x19 STEEL DROPPED\A1;(3)1{\H0.7x;\S3#4;}"x18" LVL DROPPED \A1;(SEE DETAIL A/S-4.0) \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \A1;(2)2x12 HDR. \A1;(2)1{\H0.7x;\S3#4;}"X14" LVL FLUSH (LOW)\A1;(2)1{\H0.7x;\S3#4;}"x14" LVL FLUSH (LOW) (3)2x4 (3)2x4\A1;11{\H0.7x;\S7#8;}" I-JOISTS (HIGH) -SERIES AND SPACING PER MANUF.-STEP FRMG. STEP FRMG. (1)2x4 KING STUD \P+ (1)2x4 JACK \PEA. SIDE(2)2x8 (2)2x8 (2)2x8 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 HHUS410 (2)2x8 \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;14" I-JOISTS -SERIES AND SPACING PER MANUF.- (2)2x6 (2)2x6 (2)2x6 (2)2x6 (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 (2)2x8(2)2x8(2)2x8 \A1;14" I-JOISTS (CANT'D) -SERIES AND SPACING PER MANUF.- (2)2x8 (2)2x6 \A1;(2) 1 {\H0.7x;\S3#4;}" x 7 {\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 1650f-1.3E R.T. @ 24" O.C. (2)2x8DROPPED (2)2x8DROPPED 4x4 P.T.POST (2)2x4BM. PKT. (2)2x4BM. PKT.(2)2x4 (2)2x4 \A1;(SEE NOTES)\A1;LSL RIM TO BEAR ON EXT. WALL (2)2x8 (2)2x8 ROOF TRUSSES @ 24" O.C. \A1;FASTEN 1 {\H0.7x;\S1#4;}" LSL RIM BOARD TO CANT'D JOISTS W/ INVERTED FACE MOUNT JOIST HANGER. PROVIDE I-JOIST WEB PACK-OUT PER MANUF. \A1;(CONT. 1{\H0.7x;\S3#4;}"x14" LSL RIM) * * * S-2.0 STRUCTURAL PLAN - 1ST FLOOR (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc. PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:12/01/2017 PROJECT TYPESingle Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Castleton 2022.300Home for * Market Home *, 6838-01500#512978 Copper Run Boulevard, Carmel, IN 4607409/17/19 Adam Schriner