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HomeMy WebLinkAboutS101.0REFER 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 \A1;4'-4{\H0.750000x;\S1#2;}" \A1;29'-4" \A1;48'-0" - OVERALL\A1;19'-6"\A1;10'-6" \A1;54'-0" - OVERALL \A1;20'-8" \A1;54'-0" - OVERALL \A1;11'-11{\H0.750000x;\S1#2;}" \A1;1'-7{\H0.750000x;\S1#2;}"\A1;16'-3"\A1;1'-7{\H0.750000x;\S1#2;}"\A1;1'-1{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;1'-1{\H0.750000x;\S1#2;}" \A1;7'-0" \A1;3{\H0.750000x;\S1#2;}" \A1;7'-0"\A1;11'-0" \A1;3'-6{\H0.750000x;\S1#2;}" \A1;1'-9{\H0.750000x;\S1#2;}"\A1;1'-8" \A1;5'-2{\H0.750000x;\S1#2;}"\A1;1'-9{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;2'-0" \A1;48'-7" - OVERALL AT MASONRY WRAP \A1;54'-7" - OVERALL AT MASONRY WRAP \A1;54'-7" - OVERALL AT MASONRY WRAP \A1;2'-0" \A1;18'-8" - ℄ OF OPT. DOOR ℄\A1;47'-0" TO CORNER \A1;42'-0" \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 SD.015 \A1;W8x10 DROPPED CONT. FNDN. STEP DETAIL 19/SD.02 \A1;{\Farchqwiku|c0;SEE PC4 FOR FOOTING SIZE}P.A.* SD.014 P.A.* \A1;12'-10{\H0.750000x;\S1#2;}" P.A.*SD.01 SD.017SD.017 SD.019 \A1;19'-3{\H0.750000x;\S3#4;}" \A1;7'-5{\H0.750000x;\S3#4;}" \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 SD.011 \A1;4'-4{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;18'-8" - ℄ OF OPT. DOOR ℄\A1;29'-4" \A1;48'-0" - OVERALL\A1;19'-6"\A1;9'-10" \A1;55'-0" - OVERALL \A1;20'-8"\A1;55'-0" - OVERALL \A1;11'-11{\H0.750000x;\S1#2;}" \A1;1'-7{\H0.750000x;\S1#2;}"\A1;16'-3"\A1;1'-7{\H0.750000x;\S1#2;}"\A1;1'-1{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;5{\H0.750000x;\S1#2;}" \A1;7'-8{\H0.750000x;\S1#2;}" \A1;1'-0"\A1;3{\H0.750000x;\S1#2;}" \A1;3{\H0.750000x;\S1#2;}" \A1;7'-11"\A1;10'-9"\A1;1'-9{\H0.750000x;\S1#2;}"\A1;4'-5{\H0.750000x;\S1#2;}" \A1;1'-9{\H0.750000x;\S1#2;}" \A1;5'-11" \A1;1'-8"\A1;8'-11{\H0.750000x;\S1#2;}"\A1;1'-9{\H0.750000x;\S1#2;}" \A1;8"\A1;2'-8" \A1;5'-5{\H0.750000x;\S1#2;}"\A1;12'-6{\H0.750000x;\S1#2;}" \A1;47'-3{\H0.750000x;\S1#2;}" TO CORNER \A1;10'-6" \A1;2'-0" \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 SD.015 \A1;W8x10 DROPPED CONT. \A1;{\Farchqwiku|c0;SEE PC4 FOR FOOTING SIZE} P.A.* P.A.* \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 SD.014 P.A.* \A1;12'-10{\H0.750000x;\S1#2;}" P.A.*SD.013A SD.017SD.017 SD.019 \A1;19'-3{\H0.750000x;\S3#4;}" \A1;7'-5{\H0.750000x;\S3#4;}" FNDN. STEP DETAIL 19/SD.02 S-1.1 PARTIAL 1ST FLOOR FRAMING/FOUNDATION PLAN2SCALE: 1/8"=1'-0" (11x17 SHEET)ELEVATION CR2GSCALE: 1/4"=1'-0" (22x34 SHEET)SEE ELEV. HR2G FOR MORE INFO. PARTIAL 1ST FLOOR FRAMING/FOUNDATION PLAN1SCALE: 1/8"=1'-0" (11x17 SHEET)ELEVATION HR2HSCALE: 1/4"=1'-0" (22x34 SHEET)SEE ELEV. HR2G FOR MORE INFO. (c) Copyright 2017 PulteGroup, Inc.1900 Golf Road - Suite 300Schaumburg, Illinois 60173Midwest Zone OfficeJGF Single Family ---- Allison II 2377.300 06/09/2017ARCH REVISIONS108/01/2017DIVISION COORD.............. PRODUCT MANAGERINITIAL RELEASEDATE: 4/7/2017REV#DATE/DESCRIPTION PROJECT TYPE SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER 09/07/2017NEW ELEV & OPT (OH,KY,IN)...PARTIAL BASEMENT FOUNDATION PLANS - IN05/14/18 David Rutti