HomeMy WebLinkAboutS001.0\A1;6'-6{\H0.750000x;\S1#2;}"
\A1;6'-2{\H0.750000x;\S1#2;}"
\A1;5'-10"
\A1;6'-9"
\A1;12'-9"
\A1;3'-0"
\A1;11'-2"
\A1;3'-0"
\A1;18'-1"
\A1;5'-7"
\A1;5'-7"
\A1;5'-6"
\A1;3'-0"
\A1;9'-10{\H0.750000x;\S1#2;}"
\A1;9'-5{\H0.750000x;\S1#2;}"
\A1;8'-0"
\A1;3'-0"
\A1;4'-8{\H0.750000x;\S1#2;}"\A1;11'-3{\H0.750000x;\S1#2;}"
\A1;20'-0"
\A1;12'-10{\H0.750000x;\S1#2;}"
\A1;15'-1{\H0.750000x;\S1#2;}"
\A1;48'-0" OVERALL
\A1;2'-2"\A1;16'-3"\A1;8'-3"\A1;1'-9"
\A1;3'-3{\H0.750000x;\S1#2;}"
\A1;9'-2"
\A1;18'-10"\A1;37'-5{\H0.750000x;\S1#2;}" - GARAGE\A1;9'-0{\H0.750000x;\S1#2;}"
\A1;8'-0"\A1;48'-3{\H0.750000x;\S1#2;}"\A1;59'-3{\H0.750000x;\S1#2;}" OVERALL
\A1;59'-3{\H0.750000x;\S1#2;}" OVERALL
\A1;48'-0" OVERALL
\A1;12'-1"\A1;18'-0"
\A1;1'-6"
\A1;5'-8{\H0.750000x;\S1#2;}"
\A1;2'-0"
\A1;4'-5"
\A1;1'-6"
\A1;2'-0"
\A1;1'-0"\PTYP.
\A1;9'-6"
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
SD.019
SD.0210
SD.017 SD.017
SD.012
SD.013
SD.014
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
1SD.01
SD.011
POST ABOVE*
*POST ABOVE
*POST ABOVE
POST ABOVE*
OFFSET B.W.A.
OFFSET B.W.A.
OFFSET B.W.A.
\A1;(8.5k)\A1;PC 3
\A1;(8.5k)\A1;PC 3
\A1;8'-2{\H0.750000x;\S1#4;}"
\A1;10'-0{\H0.750000x;\S1#4;}"
\A1;10'-6"
\A1;(7.9k)\A1;PC 2
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
3-SPAN CONT.
\A1;BM. POCKET (TYP)
POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.)
\A1;17'-8{\H0.750000x;\S1#4;}"\A1;8'-0{\H0.750000x;\S3#4;}"\A1;12'-4{\H0.750000x;\S1#2;}"
\A1;9'-8"
\A1;9'-6"SD.0216(TYP.)
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
POST ABOVE*POST ABOVE*
DBL. JOIST
\A1;12" WING WALL TO SUPPORT STEEL BEAM
END JOIST
\A1;(2) 1 {\H0.7x;\S3#4;}" x 11{\H0.7x;\S7#8;}" LSL FLUSH UNDER P.A.
\A1;PC 2\P(6.3k)
2-SPAN CONT.
OFFSET B.W.A.
\A1;12'-10{\H0.750000x;\S1#2;}"
\A1;FNDN. STEP\PDETAIL 19/SD.02
W 8x10 DROPPED
W 8x10 DROPPED
\A1;FNDN. STEP\PDETAIL 19/SD.02
SD.0213
W 10x12 OR W 8x15 DROPPED
(2)2x8
\A1;\pxqc;(2) 1 {\H0.7x;\S3#4;}" x 7 {\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 1350f-1.3E
\A1;\pxqc;(2) 1 {\H0.7x;\S3#4;}" x 7 {\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 1350f-1.3E
\A1;\pxqc;(2) 1 {\H0.7x;\S3#4;}" x 7 {\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 1650f-1.3E
\A1;(2)2x4
\A1;(2)2x4
\A1;(2)2x4
\A1;(2)2x4
\A1;(2)2x4
\A1;(2)2x4
\A1;2x4 @ 16" o.c. (SPF STUD GRADE) STUD WALL
W 8x10 DROPPED
POST ABOVE*
\A1;10'-3{\H0.750000x;\S1#2;}"\A1;12'-1"
\A1;3'-2"
END JOIST
2-SPAN CONT.W 8x10 DROPPED
W 8x10 DROPPED
\A1;SPLICE BM HERE, IF REQ'D
\A1;7'-1{\H0.750000x;\S1#2;}"
\A1;12'-2"
\A1;(8.0k)\A1;PC 3
\A1;PC 1 OR (2)2x4
\A1;PC 1 OR (2)2x4
W8x10 DROPPED POST ABOVE*W8x10 DROPPED
\A1;\pxql;{\LNOTE:} OMIT THIS SECTION OF BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB.\A1;\pxql;{\LNOTE:} OMIT THIS SECTION OF BEAM, POST & PAD FTGS. W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB.\A1;\pxql;{\LNOTE:} OMIT THIS SECTION OF BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB.
\A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOTES ON S-0
POST ABOVE*
\A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0
\A1;\pxqc;{\LPORCH SLAB\P}-SEE NOTES ON S-0
\A1;3'-5"
\A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D)
\A1;9"\A1;3'-3"
\A1;\pxql;SIMPSON LUS28 HANGER (TYP.)
\A1;END JOIST
\A1;END JOIST
\A1;\pxql;12" DIA. SONOTUBE TO FROST\P(TYP. @ LANDING)
\A1;9"\A1;2'-0"
\A1;7'-0"
\A1;5'-4"
POST
\A1;1'-8"
\A1;2'-0"
\A1;\pxql;16" (@ 2000 psf SOIL) 18" (@ 1500 psf SOIL) DIA. PLAIN CONC. FTG. TO FROST\P(TYP. OF 2)
POST POST
\A1;\pxql,t18;4x4 P.T. POST UP TO 10' TALL\P6x6 P.T. POST UP TO 12' TALL FASTEN BEAM TO 4X4 POST w/ SIMPSON BCS2-2/4 CAP OR NOTCHED 6x6 w/ (2) {\H0.7x;\S1#2;}" DIA. THRU-BOLTS w/ 1" MIN. WASHERS (3"x11{\H0.7x;\S1#4;}" NOTCH)
\A1;2'-0"
\A1;\pxql;OUTLINE OF DECK ABOVE
\A1;P.T. (2)2x12 DROPPED (CANT'D BOTH ENDS)POST
\A1;P.T. (2)2x12 DROPPED (CANT'D BOTH ENDS)
\A1;6'-3"
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.013A
\A1;\pxql;{\LNOTE:} JOISTS TO CAN'T OVER BEAM FULLY UNDER B.W.A.
*\A1;(6)2x4
\A1;SEE PC4 FOR FOOTING SIZE
\A1;SEE PC4 FOR FOOTING SIZE
*\A1;(6)2x4 \A1;4'-2{\H0.750000x;\S1#2;}"
\A1;4'-3"
\A1;5.0
\A1;5.0\A1;5.0
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:12/01/2017
PROJECT TYPESingle Family
SHEET
PLAN NAME
SPECIFICATION LEVEL
NPC CHILD NUMBER
----
Castleton
2022.300
H o m e f o r * M a r k e t H o m e *, 5 5 8 1 -0 8 1 0 0
4 4 4 5 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
05/30/18
William Hohlt