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HomeMy WebLinkAboutS002.0REFER 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'-9{\H0.750000x;\S1#2;}" \A1;11'-11" \A1;21'-0{\H0.750000x;\S1#2;}"\A1;3'-10" \A1;18'-3{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR ℄\A1;29'-4{\H0.750000x;\S1#2;}" \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.015 \A1;3'-10{\H0.750000x;\S1#2;}" \A1;16'-9{\H0.750000x;\S3#4;}" FNDN. STEP DETAIL 19/SD.02 \A1;\pxql;{\LNOTE:} OMIT THIS SECTION OF BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB. \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0\A1;32'-1{\H0.750000x;\S1#2;}" \A1;50'-7" OVERALL \A1;20'-7" \A1;16'-3" \A1;3'-8{\H0.750000x;\S1#2;}" \A1;1'-9" \A1;8'-3" \A1;2'-2" \A1;65'-1" OVERALL\A1;36'-7" \A1;32'-11{\H0.750000x;\S1#2;}" \A1;65'-1" OVERALL \A1;14'-10" \A1;20'-6" \A1;9'-10" \A1;10'-7" \A1;10'-0"\A1;2'-0" \A1;11'-4" \A1;2'-0"\A1;9'-1{\H0.750000x;\S1#2;}" \A1;14'-9{\H0.750000x;\S1#2;}" \A1;5'-8{\H0.750000x;\S1#2;}"\A1;3{\H0.750000x;\S1#2;}" \A1;12'-0"\A1;7'-4{\H0.750000x;\S1#2;}"\A1;11'-7" \A1;16'-9{\H0.750000x;\S1#2;}" \A1;2'-0"\A1;3'-8{\H0.750000x;\S1#2;}" \A1;1'-0"\A1;1'-0" \A1;8'-5"\A1;2'-0"\A1;6'-0"\A1;2'-0"\A1;8'-7"\A1;2'-0"\A1;8{\H0.750000x;\S1#2;}" \A1;7{\H0.750000x;\S1#2;}"\A1;2'-0" SD.014 SD.01 10SD.02SD.01 SD.013A FNDN. STEP DETAIL 19/SD.02 *POST ABOVE *POST ABOVE*POST ABOVE *POST ABOVE POST ABOVE *POST ABOVE* POST ABOVE* \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 \A1;4'-9{\H0.750000x;\S1#2;}" \A1;11'-11" \A1;21'-0{\H0.750000x;\S1#2;}"\A1;3'-10" \A1;18'-3{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR ℄\A1;29'-4{\H0.750000x;\S1#2;}" \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.015 \A1;3'-10{\H0.750000x;\S1#2;}" \A1;16'-9{\H0.750000x;\S3#4;}" FNDN. STEP DETAIL 19/SD.02 \A1;\pxql;{\LNOTE:} OMIT THIS SECTION OF BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB. \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 \A1;9'-10" \A1;14'-9{\H0.750000x;\S1#2;}" \A1;32'-1{\H0.750000x;\S1#2;}" \A1;50'-7" OVERALL \A1;20'-7" \A1;19'-6"\A1;10'-6" \A1;7'-8{\H0.750000x;\S1#2;}"\A1;16'-3" \A1;3'-8{\H0.750000x;\S1#2;}" \A1;1'-9" \A1;8'-3" \A1;2'-2" \A1;65'-1" OVERALL\A1;36'-7" \A1;32'-11{\H0.750000x;\S1#2;}" \A1;65'-1" OVERALL \A1;14'-10" \A1;20'-6" \A1;1'-0"\A1;1'-0" \A1;11'-4"\A1;9{\H0.750000x;\S1#2;}"\A1;7'-4{\H0.750000x;\S1#2;}" \A1;7'-6"\A1;2'-0"\A1;6'-3{\H0.750000x;\S1#2;}"\A1;2'-0" \A1;2'-0"\PTYP. \A1;1'-8{\H0.750000x;\S1#2;}" SD.013A SD.014 SD.01 SD.01 10SD.02SD.01 FNDN. STEP DETAIL 19/SD.02 \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 * *POST ABOVE *POST ABOVE*POST ABOVE *POST ABOVE*POST ABOVE POST ABOVE *POST ABOVE \A1;32'-1{\H0.750000x;\S1#2;}"\A1;50'-7" OVERALL\A1;20'-7"\A1;9'-10"\A1;10'-7"\A1;10'-0"\A1;2'-0"\A1;9'-1{\H0.750000x;\S1#2;}"\A1;3{\H0.750000x;\S1#2;}" \A1;32'-1{\H0.750000x;\S1#2;}"\A1;50'-7" OVERALL\A1;20'-7"\A1;19'-6"\A1;10'-6" ---- PARTIAL 1ST FLOOR FRAMING/FOUNDATION PLAN2SCALE: 1/8"=1'-0" (11x17 SHEET)ELEVATION HR3QSCALE: 1/4"=1'-0" (22x34 SHEET)SEE ELEV. HR3S FOR MORE INFO. PARTIAL 1ST FLOOR FRAMING/FOUNDATION PLAN1SCALE: 1/8"=1'-0" (11x17 SHEET)ELEVATION HR3RSCALE: 1/4"=1'-0" (22x34 SHEET)SEE ELEV. HR3S FOR MORE INFO. (c) Copyright 2015 PulteGroup, Inc.1900 Golf Road - Suite 300Schaumburg, Illinois 60173Midwest Zone Office11/14/2014---- Single Family ---- Woodside 2312.300 12017-07-05 DLGREV ELEV HR3R-10203/12/2015.312/15/2015PLAN REVISIONS403/11/2016PCR REVISIONS5ADDED OH-GRADE BRICK SET...... PRODUCT MANAGERINITIAL RELEASEDATE:REV#DATE/DESCRIPTION PROJECT TYPE SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER 09/22/2017...PARTIAL BASEMENT FOUNDATION PLANS - IN09/09/19 William Hohlt