HomeMy WebLinkAboutS001.0\A1;W8x21 OR W10x17 STEEL BEAM DROPPED
\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;14'-8"
\A1;20'-0"
\A1;17'-7"
\A1;11'-0"
\A1;14'-8"
\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;67'-3{\H0.75x;\S1#2;}" OVERALL
\A1;67'-3{\H0.75x;\S1#2;}" OVERALL
\A1;11'-8{\H0.75x;\S1#2;}"
\A1;48'-7" - OVERALL \A1;2'-2{\H0.75x;\S3#4;}"
SD.015
SD.012
SD.014SD.013A
SD.0210
SD.0210
SD.019
SD.018 SD.018
\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.-
SD.015
SD.012
\A1;PC 4 (13.1 k)
SD.0216
2SD.01
\A1;PC 5 (21.0 k)
\A1;PC 4 (12.9 k)
POST ABOVE*
SD.0214*
\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*
SD.012
SD.012
\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
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 *, 7261-10000#214178 Atlas Court, Carmel, IN 4607406/16/21