HomeMy WebLinkAboutS001.0\A1;8'-3{\H0.75x;\S1#2;}"
\A1;3'-0"
\A1;11'-5"
\A1;3'-0"
\A1;3'-0"
\A1;3'-0"
\A1;8'-0"
\A1;40'-3{\H0.75x;\S1#2;}"
\A1;12'-11"
\A1;18'-3"
\A1;17'-5"
\A1;19'-1{\H0.75x;\S1#2;}"
\A1;15'-1{\H0.75x;\S1#2;}"
\A1;37'-5{\H0.75x;\S1#2;}" - GARAGE
\A1;20'-3{\H0.75x;\S1#2;}"
\A1;13'-2"
\A1;48'-7" OVERALL
\A1;2'-2"\A1;16'-3"\A1;9'-0{\H0.75x;\S1#2;}"
\A1;9'-2"
\A1;8'-3"\A1;1'-9"
\A1;10'-0"
\A1;8'-0"
\A1;3'-3{\H0.75x;\S1#2;}"
\A1;4'-8{\H0.75x;\S1#2;}"\A1;1'-3{\H0.75x;\S1#2;}"
\A1;48'-7"\A1;59'-7" OVERALL
\A1;48'-7" OVERALL
\A1;59'-7" OVERALL
\A1;12'-1"\A1;18'-0"
\A1;2'-0"\A1;1'-6"
\A1;5'-8{\H0.75x;\S1#2;}"
\A1;2'-0"
\A1;4'-5"
\A1;1'-6"
POST ABOVE
W 10x12 OR W 8x15 DROPPED
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
POST ABOVE
POST ABOVE
OFFSET B.W.A.
OFFSET B.W.A.
\A1;PC 3
\A1;8'-2{\H0.75x;\S1#4;}"
\A1;10'-0{\H0.75x;\S1#4;}"
\A1;10'-9{\H0.75x;\S1#2;}"
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
W 8x10 DROPPED
\A1;17'-8{\H0.75x;\S1#4;}"\A1;8'-0{\H0.75x;\S3#4;}"\A1;12'-4{\H0.75x;\S1#2;}"
\A1;9'-11{\H0.75x;\S1#2;}"
\A1;9'-6"
\A1;9'-6"
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
POST ABOVE
DBL. JOIST
\A1;12" WING WALL TO SUPPORT STEEL BEAM
\A1;(2) 1 {\H0.7x;\S3#4;}" x 11{\H0.7x;\S7#8;}" LSL FLUSH UNDER P.A.
OFFSET B.W.A.
\A1;13'-2"
\A1;FNDN. STEP\PDETAIL 19/SD.02
\A1;FNDN. STEP\PDETAIL 19/SD.02
OFFSET B.W.A.
\A1;10'-2{\H0.75x;\S1#4;}"\A1;12'-2{\H0.75x;\S1#4;}"
\A1;3'-5{\H0.75x;\S1#2;}"
POST ABOVE
END JOIST
END JOIST
3-SPAN CONT.
2-SPAN CONT.W 8x10 DROPPED
W 8x10 DROPPED
2-SPAN CONT.W 8x10 DROPPED
W 8x10 DROPPED
\A1;SPLICE BM HERE, IF REQ'D
\A1;7'-1{\H0.75x;\S1#2;}"
\A1;12'-5{\H0.75x;\S1#2;}"\A1;PC 1 OR (2)2x4
\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 W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB.
POST ABOVE
W8x10 DROPPED
\A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOTES ON S-0
POST ABOVE
POST ABOVE
\A1;(8.5k)\A1;PC 3
\A1;(8.5k)
\A1;PC 2
POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.)
(TYP.)
POST ABOVE
\A1;PC 2\P(6.3k)
POST ABOVE
\A1;(8.0k)\A1;PC 3
\A1;PC 1 OR (2)2x4
\A1;(7.9k)
\A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0
W8x10 DROPPED
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
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-\A1;BM. POCKET (TYP)
\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:} JOISTS TO CAN'T OVER BEAM FULLY UNDER B.W.A.\A1;4'-2{\H0.75x;\S1#2;}"
\A1;4'-3"
\A1;\pxqc;{\LPORCH SLAB\P}-SEE NOTES ON S-0
*
SD.022
2SD.01
SD.012
*
*
*
14SD.02
*
*
*
*
SD.0216
*
*
*
\A1;5.0\A1;5.0
SD.012
SD.015
SD.015
SD.013A
SD.013
SD.014
SD.0210
SD.0210
SD.018 SD.018
S-1.0 STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc.
PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:12/01/2017
PROJECT TYPESingle Family
SHEET
PLAN NAME
SPECIFICATION LEVEL
NPC CHILD NUMBER
----
Castleton
2022.300Home for * Market Home *, 6838-01500#512978 Copper Run Boulevard, Carmel, IN 4607409/17/19
Adam Schriner