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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;10'-2{\H0.75x;\S1#2;}" \A1;14'-10{\H0.75x;\S1#2;}"\A1;16'-7{\H0.75x;\S1#2;}" \A1;18'-0{\H0.75x;\S1#2;}" \A1;10'-7" \A1;7'-11{\H0.75x;\S3#4;}" \A1;1'-0" \A1;TYP. \A1;9'-4{\H0.75x;\S1#4;}" \A1;1'-0" \A1;2'-10{\H0.75x;\S3#4;}" \A1;4'-8" \A1;11'-0"\A1;11'-0" \A1;13'-4"\A1;1'-7{\H0.75x;\S1#2;}" \A1;8"\A1;2'-5{\H0.75x;\S1#2;}" \A1;3'-6" \A1;2'-1" \A1;1'-0"\A1;15'-3{\H0.75x;\S1#4;}" \A1;4'-3{\H0.75x;\S1#2;}"\A1;1'-5"\A1;3'-5{\H0.75x;\S1#2;}"\A1;3'-0{\H0.75x;\S1#2;}" \A1;15'-3{\H0.75x;\S1#4;}" \A1;19'-9{\H0.75x;\S1#2;}" \A1;2'-2{\H0.75x;\S3#4;}" \A1;1'-11{\H0.75x;\S1#2;}" \A1;11" \P TYP. \A1;1'-5" \A1;5'-0{\H0.75x;\S1#2;}" \A1;1'-5" \A1;5'-3{\H0.75x;\S1#2;}" \A1;{\LGARAGE SLAB}\P-SEE NOTES ON S-0 POST ABOVE POST ABOVE POST ABOVE POST ABOVE END JOIST END JOIST \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;BRG. WALL 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;PC 6 (30.0 k)\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- POST ABOVE \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.014SD.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 *, 7261-1120014207 Denali Drive, Carmel, IN 4607411/17/20