HomeMy WebLinkAboutS001.0\A1;6'-0"
\A1;12'-0"
\A1;29'-0"
\A1;19'-0"
\A1;10'-0"
\A1;12'-0"
\A1;29'-0"
\A1;19'-0"
\A1;10'-0"
\A1;17'-7"\A1;17'-0"
\A1;6'-8{\H0.750000x;\S1#2;}"\A1;2'-0"
\A1;12'-0"
\A1;9"
\A1;6'-0"\A1;6'-0"
\A1;37'-4{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;2'-2"\A1;1'-9"\A1;16'-3"\A1;8'-11{\H0.750000x;\S1#2;}"
\A1;62'-7" OVERALL\A1;58'-7"
\A1;58'-7" OVERALL
\A1;20'-9{\H0.750000x;\S1#2;}"
\A1;10'-9"
\A1;13'-6{\H0.750000x;\S1#2;}"
\A1;13'-6"
\A1;14'-3{\H0.750000x;\S1#2;}"
\A1;30'-7"
\A1;24'-2"
\A1;19'-2{\H0.750000x;\S1#2;}"
\A1;58'-7" OVERALL
\A1;2'-8{\H0.750000x;\S1#2;}"\A1;1'-3{\H0.750000x;\S1#2;}"
\A1;62'-7" OVERALL
\A1;23'-4{\H0.750000x;\S1#2;}"\A1;23'-4{\H0.750000x;\S1#2;}"\A1;8'-0"
\A1;3'-6"
\A1;6'-2"
\A1;3'-10"\A1;2'-0"
\A1;6'-0"
\A1;12'-0"
\A1;29'-0"
\A1;19'-0"
\A1;10'-0"
\A1;18'-0"\A1;10'-0"
\A1;10'-0"
\A1;17'-7"
\A1;6'-0"
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
SD.018 SD.018
SD.0210
SD.012
SD.014
SD.013A
SD.015
SD.0219
\A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0
SD.012
SD.018 SD.018
SD.0210
SD.012
SD.014
SD.013A
SD.015
SD.0219
\A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0
\A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0
\A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0
SD.014
4SD.01
3SD.01
SD.013
SD.013
SD.014
4SD.01
3ASD.01
SD.013A
SD.013A
SD.011
SD.011
SD.012
SD.012
POST ABOVE*
POST ABOVE*
POST ABOVE*
POST ABOVE*
SD.012
\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH\P(CANT'D 6" MIN. OVER STEEL BEAM)
W8x10 DROPPED CONT.
\A1;PC 4 (12.4k)
POST ABOVE*
FLUSH LSL TO BE CANT'D 6" MIN. PAST STEEL BEAM\A1;14'-5{\H0.750000x;\S1#2;}"
\A1;PC 4 (12.6k)
\A1;7'-10{\H0.750000x;\S3#4;}"SPLICE BEAM HERE IF REQ'D\A1;11'-3{\H0.750000x;\S1#2;}"\A1;10'-11{\H0.750000x;\S1#4;}"
W8x10 DROPPED CONT.
\A1;9'-0"
W8x10 DROPPED CONT.
HD-1
HD-1 HD-1
HD-1
\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-
SD.015
W8x10 DROPPED CONT.
DOUBLE END JOIST
END JOIST \A1;15'-4"
\A1;8'-11{\H0.750000x;\S1#2;}"\A1;PC 4 (13.1k)
\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH
POST ABOVE*
\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH
POST ABOVE*
\A1;6'-8"\A1;5'-9"\A1;5'-7"\A1;2'-0"
\A1;10'-11"\A1;8'-3{\H0.750000x;\S1#2;}"
W8x10 DROPPED
W8x10 DROPPED CONTINUOUS
SD.015\A1;{\LGARAGE SLAB}\PSEE NOTES ON S-0.0
\A1;{\LBASEMENT SLAB}\PSEE NOTES ON S-0.0
\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\P(HIGH @ OPT. RAISED FLR)
\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-
\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-
POST ABOVE*
W8x13 DROPPED CONT.
\A1;PC 4 (14.7k)
END JOIST(2)2x4
(2)2x4
W8x13 DROPPED CONT.
\A1;PC 1 OR (3)2x4 (5.4k)\A1;PC 3 (12.0k)W8x10 DROPPED CONTINUOUS
POST ABOVE*
POST ABOVE*
POST ABOVE*
POST ABOVE
*
*24"x24" THICKENED SLAB
8"x16" THICKENED SLAB
BRG. WALL ABOVE
BRG. WALL ABV.
\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (LOW)\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (LOW)
\A1;SIMPSON HHUS410 HANGER (LOW)
(3)2x4
END JOIST
POST ABOVE*
POST ABOVE*
POST ABOVE
\A1;14'-1{\H0.750000x;\S1#2;}"
\A1;19'-5{\H0.750000x;\S1#2;}"
\A1;16'-8"
\A1;12'-5{\H0.750000x;\S1#2;}"
\A1;6'-0{\H0.750000x;\S3#4;}"\A1;13'-1{\H0.750000x;\S3#4;}"
\A1;8'-4{\H0.750000x;\S1#4;}"\A1;8'-0"
SD.0114
2SD.01
POST ABOVE*
PC 4 FTG. @ POST ABOVE
POST ABOVE*
\A1;10'-5{\H0.750000x;\S1#2;}"PC 3 FTG. @ POST ABOVE
\A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0
SD.014
4SD.01
3ASD.01
SD.013A
SD.013A
SD.012
SD.012
POST ABOVE*
POST ABOVE*
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 MANAGER----VERSION RELEASEDATE:xx/xx/xxxxPROJECT TYPESingle Family
SHEET
PLAN NAME
SPECIFICATION LEVEL
NPC CHILD NUMBER
----
Rockwall
2054.300
H o m e f o r * M a r k e t H o m e *, 5 7 8 2 -0 8 8 0 0
3 3 7 2 S h e l b o r n e W o o d s P a r k w a y , C a r m e l , I N 4 6 0 3 2
06/13/18
Adam Schriner