HomeMy WebLinkAboutS001.0\A1;8'-3{\H0.75x;\S1#2;}"
\A1;18'-4{\H0.75x;\S1#2;}"
\A1;17'-5"
\A1;17'-9{\H0.75x;\S1#2;}"
\A1;10'-0"
\A1;10'-0"
\A1;53'-7" OVERALL
\A1;21'-3{\H0.75x;\S1#2;}"
\A1;8'-3{\H0.75x;\S1#2;}"
\A1;10'-8"
\A1;11'-7"
\A1;10'-0{\H0.75x;\S1#2;}"
\A1;33'-4"\A1;8'-3"\A1;1'-10{\H0.75x;\S1#2;}"\A1;1'-9"\A1;16'-3"\A1;5'-2{\H0.75x;\S1#2;}"
\A1;2'-0"
\A1;64'-3{\H0.75x;\S1#2;}" OVERALL
\A1;64'-3{\H0.75x;\S1#2;}" OVERALL
\A1;20'-11{\H0.75x;\S1#2;}"
\A1;8'-0"
\A1;13'-0"
\A1;3'-0"\A1;14'-7{\H0.75x;\S1#2;}"
\A1;53'-7" - OVERALL
\A1;12'-3{\H0.75x;\S1#2;}"
OPT. LIGHT/FAN\PBRACE AND PRE-WIRE
\A1;20'-0"\A1;5'-8{\H0.75x;\S1#2;}"
\A1;11'-8{\H0.75x;\S1#2;}"
\A1;2'-0"
\A1;3'-0"
\A1;5'-7"
\A1;3'-0"
\A1;2'-7{\H0.75x;\S1#2;}"
\A1;5'-8{\H0.75x;\S1#2;}"
\A1;2'-6"
\A1;17'-8"\A1;26'-7{\H0.75x;\S1#2;}"
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
POST ABOVE
POST ABOVE
POST ABOVE
\A1;10'-7"
\A1;11'-10{\H0.75x;\S1#4;}"
POST ABOVE
\A1;{\LPORCH SLAB\P}-SEE NOTES ON S-0
\A1;11{\H0.7x;\S7#8;}" I-JOIST w/ SERIES & SPACING SPEC. BY MANUFACTURER
POST ABOVE
POST ABOVE
POST ABOVE
POST ABOVE
POST ABOVE
POST ABOVE
POST ABOVE
\A1;11{\H0.7x;\S7#8;}" I-JOIST w/ SERIES & SPACING SPEC. BY MANUFACTURER
POST ABOVE
\A1;PC4\P(13.5k)
B.W.A. (1,000 plf)W8x10 DROPPED CONTINUOUS
POST ABOVE
\A1;END JOIST
TYP.
W8x10 DROPPED CONTINUOUS
\A1;PC2 OR (3)2x4\P(4.8k)
(2)2x4
B.W.A. (600 plf)
\A1;PC2 OR (2)2x4\P(3k)\A1;END JOIST
W8x15 DROPPED CONTINUOUS
\A1;PC4\P(16.5k)
\A1;PC3\P(11.2k)
DBL. JST.
DBL. JST.W8x15 DROPPED CONTINUOUS
W8x15 DROPPED CONTINUOUS
\A1;18'-6{\H0.75x;\S3#4;}"
8"x16" THICKENED SLAB
\A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0
\A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOTES ON S-0
POST ABOVE
POST ABOVE
\A1;20'-8"
\A1;11{\H0.7x;\S7#8;}" I-JOIST w/ SERIES & SPACING SPEC. BY MANUFACTURER
\A1;17'-7{\H0.75x;\S1#4;}"
\A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D)
\A1;END JOIST
\A1;END JOIST
POST POST
\A1;(2) 1 {\H0.7x;\S3#4;}"x11 {\H0.7x;\S7#8;}" LSL DROPPED (CANT'D BOTH ENDS)
POST
\A1;2'-0"
\A1;13'-0{\H0.75x;\S1#2;}"
\A1;16'-10"
\A1;9"\A1;3'-3"\A1;8'-4"\A1;1'-8"
\A1;2'-0"\A1;9"
\A1;2'-0"
\A1;18'-4{\H0.75x;\S1#2;}"
\A1;\pxql;16" (@ 2000 psf SOIL) 18" (@ 1500 psf SOIL) DIA. PLAIN CONC. FTG. TO FROST\P(TYP. OF 2)
\A1;\pxql;OUTLINE OF DECK ABOVE
\A1;\pxql;BUILDER TO PROVIDE P.T. BEAM MATERIAL OR FLASH & WRAP BEAM FOR WEATHER PROTECTION\A1;\pxql;12" DIA. SONOTUBE TO FROST (TYP. @ LANDING)
\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;\pxql;SIMPSON LUS28 HANGER (TYP.)
SEE PC3 FOR FTG. SIZESEE PC3 FOR FTG. SIZE
\A1;12'-4"
\A1;10'-7{\H0.75x;\S5#8;}"
\A1;15'-10{\H0.75x;\S7#8;}"
\A1;16'-3{\H0.75x;\S1#8;}"
\A1;8'-9"
\A1;9'-4{\H0.75x;\S3#8;}"
SPLICE BEAM @ THIS LOCATION
BM. PCKT. (TYP.)
\A1;ADD'L JOIST\A1;ADD'L JOIST
\A1;W8x35 or W10x22 STL. BM. DROPPED
*
SD.012
2SD.01
SD.018
SD.019
9SD.01
SD.018
SD.013
SD.014
SD.011
SD.012
SD.015
SD.0116
SD.015SD.015
SD.0115
*
SD.0214
2SD.01
S-1.0STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc.
PRODUCT MANAGER----VERSION RELEASEDATE:xx/xx/xxxxPROJECT TYPESingle Family
SHEET
PLAN NAME
SPECIFICATION LEVEL
NPC CHILD NUMBER
----
Deer Valley
2107.300Home for * Market Home *, 5782-094003370 Shade Oak Court, Carmel, IN 4603204/29/19
William Hohlt