Loading...
HomeMy WebLinkAboutS001.0\A1;15'-0"\A1;6'-0" \A1;14'-3"\A1;3'-7{\H0.750000x;\S1#2;}" \A1;10'-4{\H0.750000x;\S1#2;}" \A1;10'-11{\H0.750000x;\S3#4;}" \A1;16'-0{\H0.750000x;\S1#4;}" \A1;20'-8" \A1;4'-8" \A1;37'-0" \A1;11'-0" \A1;20'-4" \A1;48'-0" OVERALL \A1;21'-9{\H0.750000x;\S1#2;}" \A1;4'-8{\H0.750000x;\S1#2;}"\A1;12'-0"\A1;6'-0" \A1;21'-2" \A1;6'-6" \A1;2'-11"\A1;16'-3" \A1;11'-7" \A1;6'-0" \A1;9'-11" \A1;2'-6" \A1;2'-2"\A1;8'-3"\A1;2'-0{\H0.750000x;\S1#2;}"\A1;21'-0" \A1;20'-10" \A1;57'-3{\H0.750000x;\S1#2;}" OVERALL \A1;39'-3{\H0.750000x;\S1#2;}"\A1;57'-3{\H0.750000x;\S1#2;}" OVERALL \A1;48'-0" - OVERALL \A1;2'-0" \A1;5'-11" \A1;2'-0"\A1;2'-0" \A1;9'-7" \A1;2'-0" \A1;2'-3{\H0.750000x;\S3#4;}" \A1;7" SD.019 SD.0210 SD.0210 SD.017 SD.017 \A1;{\LGARAGE SLAB}\P-SEE NOTES ON S-0 SD.013A SD.014 SD.013A 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.- SD.015 POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) SD.011SD.0214 \A1;PC 4 (13.1 k) \A1;{\LBASEMENT SLAB}\P-SEE NOTES ON S-0 SD.0216 1SD.01 \A1;PC 6 (30.0 k) \A1;\pxql;SPLICE BEAM HERE IF REQ'D \A1;PC 5 (21.0 k) \A1;PC 4 (12.9 k) POST ABOVE* \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \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 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* SD.011 POST ABOVE* POST ABOVE* SD.011 \A1;W8x18 OR W10x15 STEEL BEAM DROPPED CONTINUOUS \A1;W8x18 OR W10x15 STEEL BEAM DROPPED CONTINUOUS \A1;PC 5 (24.5k) POST ABOVE* \A1;W8x18 OR W10x15 STL. BEAM DROPPED 2 SPAN CONT. \A1;W8x18 OR W10x15 STL. BEAM DROPPED 2 SPAN CONT. \A1;W8x18 OR W10x15 STL. BEAM DROPPED 2 SPAN CONT. \A1;W8x18 OR W10x15 STL. BEAM DROPPED 2 SPAN CONT. \A1;10'-7{\H0.750000x;\S1#2;}" \A1;5'-11{\H0.750000x;\S3#4;}" \A1;21'-4{\H0.750000x;\S1#4;}" \A1;18'-5{\H0.750000x;\S1#4;}" \A1;5'-11{\H0.750000x;\S3#4;}" \A1;21'-4{\H0.750000x;\S1#4;}" \A1;18'-5{\H0.750000x;\S1#4;}" \A1;16'-10{\H0.750000x;\S1#2;}" \A1;20'-1{\H0.750000x;\S1#2;}" \A1;PROVIDE SOLID LVL BLOCKING IN FLOOR UNDER POST PRIOR TO INSTALLING 2ND FLOOR S-1.0STRUCTURAL 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 TYPEGARAGE LEFT SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Maplevalley 1039.300.00.CPMHome for * Market Home *, 5581-086004465 Evergreen Trail, Carmel, IN 4607401/18/19 Mike Sheeks