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HomeMy WebLinkAboutS100.0\A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) (2)2x6 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL DROPPED \A1;1 {\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (2)2x4 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH F.J.(2)2x4 (2)2x8 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL \A1;(2)1{\H0.7x;\S3#4;}"x9{\H0.7x;\S1#4;}" LSL \pxql;(4)2x6 B.F. POST ABOVE \A1;(2)1{\H0.7x;\S3#4;}"x24" LVL FLUSH BOTTOM \pxt1;(3)2x4(3)2x4 \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- (2)2x6\A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;ROOF TRUSSES @ 24" O.C. \A1;\pxql;FASTEN END OF HEADER TO INTERUPTED LOWER PLY OF WALL TOP PLATE w/ SIMPSON LSTA24 OR CS20 STRAP. PROVIDE (8)10d NAILS ON EA. SIDE OF SPLICE BETWEEN HEADER & PLATE. \A1;3 {\H0.7x;\S1#2;}"x7" LVL POST\A1;1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH CONT. \A1;WALL GIRDER TRUSS {\LOR} (2)1{\H0.7x;\S3#4;}"x24" LVL FLUSH BOTTOM \A1;(2)2x8 (2)2x4 (2)2x4 \A1;(2)2x8 (5)2x6 (3)2X6 B.F. KINGS + (1)2x6 JACK \A1;2x6 SPF 'STUD' GRADE BALLOON FRAMED\P@ 16" O.C. (SEE NOTES) (1)2X6 B.F. KING STUD + (1)2x6 JACK STUD EA. SIDE OF KING (2)2x6 (2)2x6 \A1;W12x22 OR (3)1{\H0.7x;\S3#4;}"x18" LVL OR (2)1{\H0.7x;\S3#4;}"x20" LVL DROPPED OR FLUSH TOP \A1;(2)2x8 \A1;(2)2x8 (2)2x4(4)2x4(4)2x4 (2)2x4 \A1;ROOF TRUSSES @ 24" O.C. \A1;(2)2x12 HDR CONT. \A1;{\Farchqwiku|c0;\LEXT. GARAGE WALLS:\P\lSIDE WALL:\P- 2x4 SPF#2 @ 12" O/C\P UP TO 10'-0"" TALL. \P- 2x6 SPF#2 @ 12"O/C\P UP TO 15'-0" TALL.\P\PFRONT WALLS:\P- 2x4 SPF#2 @ 16" O/C\P UP TO 15' TALL. } \A1;END JOIST \A1;\pxql;SIMPSON \PLS90 CLIP \A1;1 {\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;\pxqr;SIMPSON HGU3.63-SDS HANGER (H=24") (13,000#) (2)2x4 (4)2x4 \A1;OPEN TO ABOVE \A1;OPEN TO ABOVE\A1;\pxql;SIMPSON HUS1.81/10 HANGER \A1;\pxql;SIMPSON HUS1.81/10 HANGER \A1;\pxql;SIMPSON HUS1.81/10 HANGER \A1;\pxql;SIMPSON \PHUCQ1.81/11-SDS HANGER \A1;\pxql;SIMPSON \PLS90 CLIP \A1;\pxql;END JOIST \A1;(2)1{\H0.7x;\S3#4;}"x22" LVL DROPPED (VENEER LINTEL OPTION B)\POR (2)1{\H0.7x;\S3#4;\H1.4286x;"x24" LVL DROPPED (VENEER LINTEL OPTION C)\P(SEE NOTES S-0)}(2)2x4(4)2x4(4)2x4 (2)2x4 (2)2x8 (2)2x8 (2)2x8 \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;(2)2x8 \A1;ROOF TRUSSES @ 24" O.C. 4x4 P.T. POST \A1;STRUCTURAL GABLE END R.T. 4x4 P.T. POST \A1;(2)2x8 DROPPED \A1;(2)2x8 DROPPPED \A1;(2)2x8 DROPPED (2)2x6 (2)2x6 \A1;\pxql;SIMPSON LUS26-2 HANGER (2)2x6 BM PCKT \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 1200f-1.2E (4)2x4 \A1;R.T. @ 24" O.C. \A1;R.T. @ 24" O.C. \A1;1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;ROOF TRUSSES @ 24" O.C. 4x4 P.T. POST 4x4 P.T. POST (3)2x8 (2)2x4 (2)2x4 \A1;\pxql;(2)2x8 DROPPED \A1;\pxql;SIMPSON LUS26-2 HANGER\A1;\pxql;PROVIDE 1 {\H0.7x;\S3#4;}"x24"x15" LONG LVL SCAB TO FLUSH BEAM @ BEARING POINT w/ (8) ROWS OF 0.148"x3 {\H0.7x;\S1#4;}" NAILS @ 16" O.C. ACROSS FULL LENGTH \A1;5.2 * * * * * * S-2.0STRUCTURAL 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 ---- Woodside 2312.300Home for * Market Home *, 6838-01000#313011 Chenille Drive, Carmel, IN 4607407/22/19 David Rutti