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HomeMy WebLinkAboutS100.0REFER 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;16'-3{\H0.750000x;\S3#4;}"\A1;8'-10" 16SD.02 \A1;2'-0" \A1;18'-11{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR ℄\A1;2'-0" \A1;2'-3{\H0.750000x;\S1#2;}" \A1;48'-7" - OVERALL AT MASONRY WRAP \A1;55'-3{\H0.750000x;\S1#2;}" - OVERALL AT MASONRY WRAP \A1;55'-3{\H0.750000x;\S1#2;}" - OVERALL AT MASONRY WRAP \A1;48'-0" - OVERALL\A1;31'-6"\A1;16'-6" \A1;5'-0" \A1;33'-4" \A1;29'-4" \A1;6'-4"\A1;6'-9"\A1;14'-0{\H0.750000x;\S1#2;}" \A1;4'-4{\H0.750000x;\S1#2;}"\A1;19'-6"\A1;9'-10"\A1;8'-0" \A1;55'-0" - OVERALL \A1;20'-11{\H0.750000x;\S1#2;}" \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;5{\H0.750000x;\S1#2;}"\A1;10'-8" \A1;7'-8{\H0.750000x;\S1#2;}"\A1;5'-11" \A1;1'-9{\H0.750000x;\S1#2;}" \A1;7'-4" \A1;2'-4{\H0.750000x;\S1#2;}"\A1;1'-9{\H0.750000x;\S1#2;}"\A1;4'-5"\A1;1'-9{\H0.750000x;\S1#2;}"\A1;8{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;47'-3{\H0.750000x;\S1#2;}" TO CORNER \A1;10'-6" \A1;12'-6{\H0.750000x;\S1#2;}" \A1;42'-3{\H0.750000x;\S1#2;}" \A1;1'-10{\H0.750000x;\S1#2;}"\A1;5'-5{\H0.750000x;\S1#2;}" \A1;10'-0{\H0.750000x;\S3#4;}"\A1;12'-2{\H0.750000x;\S1#4;}" P.A.* P.A.* P.A.* P.A.* \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.- \A1;PC3\P(9.7k) \A1;PC2\P(7.9k) \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.- SD.0214 SD.0214 SD.0214 14SD.02 \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 \A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOTES ON S-0 \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 SD.014 SD.012 1SD.01 SD.035 SD.01SD.018 SD.015 SD.019 \A1;2x8 JOISTS (LOW @ LANDING)(2)2x8 FLUSH @ LANDING\A1;{\Farchqwiku|c0;2x8 LEDGER @ LANDING FASTENED TO WALL w/ (4) 10d NAILS @ EACH STUD} SD.015 SD.031 SD.031 SD.011 SD.03 \A1;\pxqc;{\LSLAB ON GRADE\P}-SEE NOTES ON S-0 BEAM POCKET (TYP.) SPLICE BEAM HERE IF REQ'D POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) 8"x16" THICKENED SLAB 24"x24"x12" PLAIN CONC. FTG SD.0215 (TYP.) \A1;DOUBLE END JOISTEND JOIST \A1;W8x10 DROPPED CONT. \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.- * P.A.* P.A.* (2)2x4 \A1;W8x10 DROPPED CONT. \A1;19'-3{\H0.750000x;\S3#4;}" \A1;7'-9{\H0.750000x;\S1#4;}" SD.03 \A1;5'-10{\H0.750000x;\S1#2;}" \A1;8'-5{\H0.750000x;\S3#4;}" \A1;19'-3{\H0.750000x;\S3#4;}"\A1;12'-2{\H0.750000x;\S1#4;}" \A1;10'-6{\H0.750000x;\S1#2;}" \A1;12'-7{\H0.750000x;\S3#4;}" \A1;9'-2{\H0.750000x;\S3#4;}" \A1;12'-10{\H0.750000x;\S1#2;}" \A1;6'-5{\H0.750000x;\S3#4;}" \A1;16'-1{\H0.750000x;\S1#4;}" \A1;7'-1" \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF. (@ OPT DALYIGHT OR WALKOUT {\LONLY}) \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF. (@ OPT DALYIGHT OR WALKOUT {\LONLY}) \A1;{\Farchqwiku|c0;\LAT OPT. DAYLIGHT OR WALKOUT:\l\P2x4 @ 16" O.C. KNEE WALL ON 8"x16" THICKENED SLAB.} \A1;DOUBLE END JOIST P.A.* P.A.* P.A.* \A1;W8x10 DROPPED SD.01 \A1;PC3\P(11.7k) FNDN. STEP DETAIL 19/SD.02 P.A.* \A1;{\Farchqwiku|c0;SEE PC4 FOR FOOTING SIZE} \A1;@ OPT. DAYLIGHT OR\P\pxql;WALKOUT {\LONLY}15SD.02 (2)2x4END JOIST \A1;2'-3{\H0.750000x;\S1#2;}" \A1;48'-7" - OVERALL AT MASONRY WRAP \A1;4'-4{\H0.750000x;\S1#2;}" \A1;48'-0" - OVERALL\A1;19'-6"\A1;9'-10"\A1;8'-0"\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;10'-8"\A1;2'-4{\H0.750000x;\S1#2;}"\A1;1'-9{\H0.750000x;\S1#2;}"\A1;4'-5"\A1;1'-9{\H0.750000x;\S1#2;}" \A1;55'-3{\H0.750000x;\S1#2;}" - OVERALL AT MASONRY WRAP \A1;48'-0" - OVERALL \A1;31'-6"\A1;16'-6"\A1;29'-4"\A1;6'-4"\A1;6'-9"\A1;14'-0{\H0.750000x;\S1#2;}"\A1;4'-4{\H0.750000x;\S1#2;}" (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) S-1.0 1ST FLOOR FRAMING/FOUNDATION PLAN1SCALE: 1/8"=1'-0" (11x17 SHEET)ELEVATION HR2GSCALE: 1/4"=1'-0" (22x34 SHEET)...BASEMENT FOUNDATION PLAN - IN05/14/18 David Rutti