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HomeMy WebLinkAboutS100.0\A1;(2) 1{\H0.7x;\S3#4;}"x18" LVL DROPPED (3)2x4 (3)2x4 DOUBLE END JOIST END JOISTEND JOIST \A1;(2) 1{\H0.7x;\S3#4;}"x14" LSL FLUSH (2)2x6{\H0.1x;\P}DROPPED (2)2x6 (2)2x6 \A1;(1)1{\H0.7x;\S3#4;}"x14" LSL FLUSH (2)2x6 (2)2x8 (2)2x8\P{\H0.1x;\P}DROPPED (2)2x4 \A1;14" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;14" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;14" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;14" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;B.W.P.\A1;(SEE NOTES) \A1;B.W.P.\A1;(SEE NOTES) END JOIST \A1;PROVIDE 1{\H0.7x;\S1#2;}" LONG HANGER NAILS @ FLUSH BEAM \A1;3{\H0.7x;\S1#2;}"x7" LVL POST (2)2x4(3)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 1200f-1.2E (4)2x4 \A1;3{\H0.7x;\S1#2;}"x7" LVL POST (2)2x8 CONTINUOUS(2)2x4 KING STUDS + (1)2x4 JACK STUD (2)2x6 \A1;(2) 1{\H0.7x;\S3#4;}"x14" LSL FLUSH (CONT. AS SHOWN) \A1;3{\H0.7x;\S1#2;}"x7" LVL POST (2)2x4 (2)2x4 (2)2x8MONO R.T. @ 24" o.c. ROOF TRUSSES @ 24" O.C. MONO G.T. (2)2x4 (2)2x4(2)2x8 CONTINUOUS(2)2x4 KING STUDS + (1)2x4 JACK STUD \A1;DESIGN JOISTS UNDER OPT. FREE STANDING TUB FOR LL=50PSF + DL=20PSF (FOR POSSIBLE TILE) (2)2x12 DROPPED (2)2x4 (2)2x4 \A1;PROVIDE (5)2x4 POST DOWN TO TOP OF GARAGE DOOR HDR. (2)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x18" LVL DROPPED \A1;ROOF TRUSSES @ 24" O.C. \A1;16"\PMIN. \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) DOUBLE END JOIST ROOF TRUSSES @ 24" O.C.\A1;3{\H0.7x;\S1#2;}"x7" LVL POST \A1;14" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (2)2x8\P{\H0.1x;\P}DROPPED (2)2x8(2)2x8 (2)2x8 DOUBLE END JOIST (CANT'D) (2)2x4 (2)2x8 (2)2x6 (2)2x8 ROOF TRUSSES @ 24" O.C. END JOIST (5)2x4 \A1;1{\H0.7x;\S3#4;}"x14" LSL FLUSH (2)2x4 (2)2x8 (2)2x8 (4)2x6 (2)2x10 DROPPED (2)2x8PROVIDE 'LOOSE' LINTEL FOR BRICK SUPPORT. (SEE LINTEL SCHEDULE) (2)2x8 (2)2x8STRUCTURAL GABLE END ROOF G.T.MONO R.T. @ 24" o.c. 4x4 P.T. POST 4x4 P.T. POST 4x4 P.T. POST (2)2x10 DROPPED (2)2x10 DROPPED ROOF TRUSSES @ 24" O.C. 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 (3)2x4 POST ABOVE \A1;INVERTED CONCEALED JOIST HANGER PER SUPPLIER \A1;FLUSH BEAM TO BEAR DIRECTLY ON POST w/ 1{\H0.7x;\S3#4;}"x9{\H0.7x;\S1#4;}"x12" LONG LVL SCAB FASTENED TO 14" FLUSH BEAM AT BEARING POINTS w/ (3)ROWS OD 10d NAILS @ 3" O.C.\A1;B.W.P.\A1;(SEE NOTES) \A1;{\Farchqwiku|c0;\LEXT. GARAGE WALLS:\P\lNON-GABLE END WALLS:\P - 2x4 SPF #2 GRADE\P @ 16" O/C UP TO 12'-3" TALL. \P @ 12" O/C UP TO 14'-2" TALL. \P - 2x4 SPF 'STUD' GRADE \P @ 12" O/C UP TO 10'-8" TALL.\P\PGABLE END WALLS:\P - 2x4 SPF 'STUD' GRADE\P @ 12" O/C UP TO 13'-6" TALL. } * * * * * S-2.0STRUCTURAL PLAN - 1ST FLOOR (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc. PRODUCT MANAGER----VERSION RELEASEDATE:xx/xx/xxxxPROJECT TYPESingle Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Trailway 2179.300Home for * Market Home *, 5782-112003308 Shelborne Woods Parkway, Carmel, IN 4603204/26/19 William Hohlt