HomeMy WebLinkAboutS001.0\A1;W8x18 OR W10x15 STEEL BEAM DROPPED
\A1;11'-0"
\A1;17'-7"
\A1;20'-0"
\A1;4'-8"
\A1;4'-8"
\A1;6'-3{\H0.75x;\S1#2;}"\A1;15'-0"
\A1;14'-3"\A1;7"\A1;3'-7{\H0.75x;\S1#2;}"\A1;16'-2"
\A1;10'-4{\H0.75x;\S1#2;}"
\A1;10'-11{\H0.75x;\S5#8;}"
\A1;16'-0{\H0.75x;\S1#4;}"
\A1;20'-11{\H0.75x;\S1#2;}"
\A1;1'-2{\H0.75x;\S1#2;}"
\A1;21'-9{\H0.75x;\S1#2;}"
\A1;4'-10"
\A1;11'-7{\H0.75x;\S1#2;}"
\A1;7'-2{\H0.75x;\S1#2;}"
\A1;6'-0"
\A1;21'-9{\H0.75x;\S1#2;}"
\A1;6'-6"
\A1;10'-4"
\A1;16'-3"\A1;2'-10{\H0.75x;\S1#2;}"\A1;31'-4"\A1;1'-10{\H0.75x;\S1#2;}"\A1;8'-3"\A1;2'-1"\A1;21'-3{\H0.75x;\S1#2;}"
\A1;48'-7" OVERALL
\A1;34'-11"\A1;57'-3{\H0.75x;\S1#2;}" OVERALL
\A1;57'-3{\H0.75x;\S1#2;}" OVERALL
\A1;11'-8{\H0.75x;\S1#2;}"\A1;48'-7" - OVERALL
\A1;2'-2{\H0.75x;\S3#4;}"
\A1;{\LGARAGE SLAB}\P-SEE NOTES ON S-0
POST ABOVE
POST ABOVE
POST ABOVE
POST ABOVE
POST ABOVE
POST ABOVE
DOUBLE JOIST UNDER POST ABOVE
END JOIST
END JOIST
\A1;BRG. WALL ABOVE\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;PC 4 (13.1 k)
\A1;PC 5 (21.0 k)
\A1;PC 4 (12.9 k)
POST ABOVE \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0
\A1;IF REQUIRED TO REACH SUITABLE BEARING SOIL: PROVIDE 18" DIA. REINF. CONC SONOTUBE PIER w/ (4) #4 VERTICAL BARS AND (4) #4 BENT DOWELS INTO FOOTING (24" MIN DOWEL EXT. INTO PIER - 8'-0" MAX PIER HEIGHT) DOWEL VERTICALS MAY BE USED AS PEIR REINF. FOR SHORTER PIERS WHERE POSSIBLE.
\A1;{\LGARAGE SLAB}\P-SEE NOTES ON S-0
POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.)\A1;{\LBASEMENT SLAB}\P-SEE NOTES ON S-0
\A1;\pxql;SPLICE BEAM HERE IF REQ'D
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
POST ABOVE
POST ABOVE
\A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D)
\A1;SIMPSON LUS28 HANGER\P(TYP.)
\A1;OUTLINE OF DECK ABOVE
\A1;END JOIST
\A1;END JOIST
\A1;P.T. (2)2x12 DROPPED (CANT'D BOTH ENDS)
\A1;12" DIA. SONOTUBE TO FROST\P(TYP. @ LANDING)
POST
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;16" (@ 2000 psf SOIL) 18" (@ 1500 psf SOIL) DIA. PLAIN CONC. FTG. TO FROST\P(TYP. OF 2)\A1;9"\A1;3'-3"
\A1;9"\A1;2'-0"
\A1;9'-3"
\A1;1'-8"
\A1;2'-0"
\A1;2'-0"
\A1;6'-0"
\A1;17'-0"\A1;PC 6 (30.0 k)
POST ABOVE
\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-
\A1;10'-7{\H0.75x;\S5#8;}"
\A1;5'-11{\H0.75x;\S3#4;}"
\A1;21'-7{\H0.75x;\S3#4;}"
\A1;5'-11{\H0.75x;\S3#4;}"
\A1;21'-7{\H0.75x;\S3#4;}"
\A1;18'-1{\H0.75x;\S1#4;}"\A1;18'-1{\H0.75x;\S1#4;}"
\A1;W8x18 STL. BEAM DROPPED 2 SPAN CONT.
\A1;W8x18 STL. BEAM DROPPED 2 SPAN CONT.
\A1;W8x18 STL. BEAM DROPPED 2 SPAN CONT.
\A1;W8x18 STL. BEAM DROPPED 2 SPAN CONT.
\pxql;PROVIDE LEDGE AS REQ'D FOR NATURAL STONE
SD.015
SD.012
SD.014
SD.013A
SD.0210
SD.0210
SD.019
SD.018 SD.018
*
*
*
*
*
SD.015
SD.012
SD.0216
2SD.01
*
SD.0214
*
*
*
*
SD.012
SD.012
*
S-1.0 STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2019 PulteGroup, Inc.
PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:05/10/2019
PROJECT TYPE
GARAGE LEFT
SHEET
PLAN NAME
SPECIFICATION LEVEL
NPC CHILD NUMBER
----
Maplevalley
1039.300Home for * Market Home *, 6838-0180012888 Copper Run Boulevard, Carmel, IN 4607403/04/20
David Rutti