HomeMy WebLinkAboutS200.0(2)2x8
(2)2x8
(2)2x8
(2)2x8
(2)2x8
(2)2x8
(1)2x6 KING STUDS + (1)2x6 JACK EA. SIDE
(1)2x4 KING STUDS + (1)2x4 JACK EA. SIDE
\A1;2x6 SPF #2 BALLOON FRAMED STUDS @ 12" O.C.
(2)2x8
(2)2x8(2)2x6 (2)2x8(2)2x8
(2)2x8(2)2x8
\A1;ROOF TRUSSES @ 24" O.C.
\A1;ROOF TRUSSES @ 24" O.C.
(2)2x6
(2)2x8
(2)2x8
(2)2x8
(2)2x8
ROOF GIRDER TRUSS
ROOF GIRDER TRUSS
\A1;ROOF TRUSSES @ 24" O.C.
STRUCTURAL GABLE END ROOF TRUSS
\A1;ROOF TRUSSES @ 24" O.C.
\A1;ROOF TRUSSES @ 24" O.C.
STRUCTURAL GABLE END ROOF TRUSS
ROOF GIRDER TRUSS\A1;ROOF TRUSSES @ 24" O.C.
(4)2x6
\A1;HIP GIRDER TRUSS\A1;4'-0" +/-
VALLEY TRUSS OVERFRAMING @ 24" o.c.
VALLEY TRUSS OVERFRAMING @ 24" o.c.
\A1;ROOF TRUSSES @ 24" O.C.
(2)2x8
(2)2x8
(2)2x8
\A1;2x6 SPF #2 BALLOON \P FRAMED STUDS @ 12" O.C.
(4)2x4
(4)2x4
(2)2x4
(2)2x4
(4)2x4
MONO ROOF TRUSSES @ 24" 0.C.
(2)2x4 KING STUDS + (1)2x4 JACK EA. SIDE
\A1;DESIGN JOISTS UNDER OPT. FREE STANDING TUB FOR LL=50PSF + DL=20PSF (FOR POSSIBLE TILE)
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
REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES
S-3.0
S T R U C T U R A L P L A N - 2 N D F L O O R (I N C O D E )
M i d w e s t Z o n e O f f i c e
1 9 0 0 G o l f R o a d - S u i t e 3 0 0
S c h a u m b u r g , I l l i n o i s 6 0 1 7 3
(c) Copyright 2015 PulteGroup, Inc.
PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:xx/xx/xxxxPROJECT TYPESingle Family
SHEET
PLAN NAME
SPECIFICATION LEVEL
NPC CHILD NUMBER
----
Skyview
2056.300
H o m e f o r * M a r k e t H o m e *, 5 7 8 2 -1 1 8 0 0 #2
3 3 0 2 S p r u c e W o o d C o u r t , C a r m e l , I N 4 6 0 3 2
07/19/18
Adam Schriner