HomeMy WebLinkAboutS001.0\A1;16'-3{\H0.750000x;\S3#4;}"
\A1;8'-10"
16SD.02
\A1;48'-0" - OVERALL
\A1;31'-6"
\A1;16'-6"
\A1;5'-0"\A1;42'-3{\H0.750000x;\S1#2;}"
\A1;33'-4"
\A1;29'-4"
\A1;48'-0" - OVERALL
\A1;19'-9{\H0.750000x;\S1#2;}"
\A1;9'-6{\H0.750000x;\S1#2;}"
\A1;64'-3{\H0.750000x;\S1#2;}" - OVERALL \A1;30'-11{\H0.750000x;\S1#2;}"
\A1;55'-0" - OVERALL
\A1;11'-11{\H0.750000x;\S1#2;}"
\A1;1'-9"\A1;2'-6{\H0.750000x;\S1#2;}"
\A1;11'-8"
\A1;8'-3"\A1;2'-2"\A1;16'-3"
\A1;10'-8"
\A1;8'-0"
\A1;1'-9{\H0.750000x;\S1#2;}"
\A1;4'-5"
\A1;1'-9{\H0.750000x;\S1#2;}"
\A1;2'-8"\A1;1'-9{\H0.750000x;\S1#2;}"\A1;10{\H0.750000x;\S1#2;}"\A1;5'-4"\A1;1'-9{\H0.750000x;\S1#2;}"\A1;3'-6{\H0.750000x;\S1#2;}"
\A1;8'-10{\H0.750000x;\S1#2;}"
\A1;1'-9{\H0.750000x;\S1#2;}"
\A1;47'-0" TO CORNER
\A1;10'-6"
\A1;5'-2"
\A1;12'-6{\H0.750000x;\S1#2;}"
\A1;10'-0{\H0.750000x;\S3#4;}"
\A1;12'-2{\H0.750000x;\S1#4;}"
P.A.*
P.A.*P.A.*\A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.-
\A1;PC3\P(9.7k)
\A1;PC2\P(7.9k)\A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.-
\A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0
\A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOTES ON S-0
1SD.01
SD.035
SD.015
\A1;2x8 JOISTS (LOW @ LANDING)
(2)2x8 FLUSH @ LANDING
\A1;{\Farchqwiku|c0;2x8 LEDGER @ LANDING FASTENED TO WALL w/ (4) 10d NAILS @ EACH STUD}
SD.015
SD.031
SD.0213
SD.011
20SD.03
\A1;\pxqc;{\LSLAB ON GRADE\P}-SEE NOTES ON S-0
BEAM POCKET (TYP.)
SPLICE BEAM HERE IF REQ'D
POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.)
8"x16" THICKENED SLAB
24"x24"x12" PLAIN CONC. FTG
SD.0215
(TYP.)
\A1;DOUBLE END JOIST
END JOIST
\A1;W8x10 DROPPED CONT.
\A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.-
*
P.A.*
(2)2x4
\A1;W8x10 DROPPED CONT.
20SD.03
\A1;5'-10{\H0.750000x;\S1#2;}"\A1;8'-5{\H0.750000x;\S3#4;}"
\A1;19'-3{\H0.750000x;\S3#4;}"
\A1;12'-2{\H0.750000x;\S1#4;}"
\A1;10'-6{\H0.750000x;\S1#2;}"\A1;12'-7{\H0.750000x;\S3#4;}"\A1;9'-2{\H0.750000x;\S3#4;}"
\A1;6'-5{\H0.750000x;\S3#4;}"
\A1;16'-1{\H0.750000x;\S1#4;}"\A1;7'-1"
\A1;DOUBLE END JOIST
P.A.*
P.A.*
\A1;W8x10 DROPPED
\A1;PC3\P(11.7k)
14SD.02
FNDN. STEP DETAIL 19/SD.02
P.A.*
P.A.*
\A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0
SD.014
P.A.*
\A1;12'-10{\H0.750000x;\S1#2;}"
P.A.*
SD.0210
SD.017
\A1;19'-3{\H0.750000x;\S3#4;}"
\A1;7'-9{\H0.750000x;\S1#4;}"
SD.0210
SD.017
\A1;{\Farchqwiku|c0;SEE PC4 FOR FOOTING SIZE}
SD.013
SD.013
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
(2)2x4
END JOIST
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 2017 PulteGroup, Inc.
PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:12/12/2016
PROJECT TYPESingle Family
SHEET
PLAN NAME
SPECIFICATION LEVEL
NPC CHILD NUMBER
----
Allison II
2377.300
H o m e f o r * M a r k e t H o m e *, 5 5 8 1 -0 8 5 0 0
4 4 6 1 E v e r g r e e n T r a i l , C a r m e l , I N 4 6 0 7 4
06/11/18
Mike Sheeks