HomeMy WebLinkAboutS001.0\A1;8'-0{\H0.750000x;\S1#2;}"
\A1;4'-0"\A1;2'-0"
\A1;10'-4"
\A1;12'-3"
\A1;1'-8"
\A1;1'-8"
\A1;32'-8"
\A1;6'-0"
\A1;12'-0"\A1;9'-8{\H0.750000x;\S1#2;}"\A1;2'-0"\A1;3{\H0.750000x;\S1#2;}"
\A1;10'-3{\H0.750000x;\S1#2;}"
\A1;11'-6"
\A1;68'-7{\H0.750000x;\S1#2;}" OVERALL\A1;47'-3{\H0.750000x;\S1#2;}"
\A1;59'-11" OVERALL
\A1;32'-8"\A1;23'-11{\H0.750000x;\S1#2;}"\A1;1'-10{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;1'-9"\A1;16'-3"\A1;4'-6{\H0.750000x;\S1#2;}"
\A1;68'-7{\H0.750000x;\S1#2;}" OVERALL
\A1;59'-11" OVERALL
\A1;1'-4"
\A1;56'-7{\H0.750000x;\S1#2;}"
\A1;20'-3{\H0.750000x;\S1#2;}"
\A1;15'-4"
\A1;6'-11{\H0.750000x;\S1#2;}"
\A1;8'-0{\H0.750000x;\S1#2;}"
\A1;14'-3{\H0.750000x;\S1#2;}"
\A1;8'-0{\H0.750000x;\S1#2;}"
\A1;2'-0"
\A1;13'-3{\H0.750000x;\S1#2;}"
\A1;4'-0"
\A1;7'-8{\H0.750000x;\S1#2;}"
\A1;9'-7{\H0.750000x;\S1#2;}"
\A1;9'-0"
\A1;9'-4"\A1;37'-0"
\A1;12'-7{\H0.750000x;\S1#2;}"\A1;11'-4"
\A1;24'-11"
\A1;{\LGARAGE SLAB}\PSEE NOTES ON S-0.0
SD.018
SD.019
SD.018
9SD.01
SD.011
SD.012
SD.013
SD.014
SD.011\A1;11'-11{\H0.750000x;\S1#2;}"
\A1;\pxqc;{\LPORCH SLAB\P}-SEE NOTES ON S-0.0
BEAM POCKET (TYP.)
\A1;13'-6{\H0.750000x;\S1#2;}"
\A1;17'-5{\H0.750000x;\S1#2;}"
SD.014
SD.013APOST ABOVEPOST ABOVE
POST ABOVE
SD.012
SD.012
SD.013A
POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.)
\A1;2'-0"\P TYP.\A1;2'-0"\P TYP.\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-POST ABOVE
W8x35 OR W10x26 DROPPED
\A1;16'-4"
W8x10 DROPPED CONTINUOUS
\A1;PC 3 (8.0k)
W8x10 DROPPED CONTINUOUS
\A1;16'-10"
\A1;{\LBASEMENT SLAB}\PSEE NOTES ON S-0.0 \A1;DOUBLE JOIST UNDER POSTS ABOVE
\A1;PC 3 (10.3k)\A1;PC 5 (19.2k)
\A1;12'-10"\A1;9'-0"
\A1;PC 3 (9.5k)
\A1;PC 2 (6.5k)\A1;14'-8"
\A1;10'-9{\H0.750000x;\S1#2;}"
\pxql;PROVIDE 36"x72"x12" CONC. FTG W/ #4 BARS @12" O.C. E.W. @ BOTTOM
\A1;(1)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
\A1;SIMPSON HUS 1.81/10 HANGER
\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-
W8x15 OR W10x12 DROPPED CONTINUOUS W8x15 OR W10x12 DROPPED CONTINUOUS
\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-
\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-
W8x10 DROPPED CONTINUOUS
\A1;10'-3{\H0.750000x;\S1#2;}"
16SD.02
2SD.01
POST ABOVE
\A1;DOUBLE JOIST UNDER POSTS ABOVE
W8x10 DROPPED CONTINUOUS
POST ABOVE
\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-
\pxqr;NOTE\PBREAK STEEL BEAM\P @ COL. & SPLICE
W8x35 OR W10x26\P DROPPED
BEARING WALL ABOVE
POST ABOVE
POST ABOVE
SD.015
SD.015
BRG. WALL ABV.\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-
\A1;PC 2 (6k)
\A1;7'-5{\H0.750000x;\S1#2;}"
\A1;DOUBLE JOIST UNDER POSTS ABOVE
SD.0214
14SD.02
\A1;PC 2 (6.8k)\A1;9'-8{\H0.750000x;\S1#2;}"
W8x10 DROPPED (CONT.)
\A1;8'-0"
\A1;4'-0"W8x10 DROPPED (CONT.)
\A1;PC 2 (6.5k)
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
SD.013
OFFSET BEARING WALL ABOVE \A1;PC 4 (17.9k)
S-1.0
S T R U C T U R A L P L A N - F O U N D A T I O N B A S E M E N T (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