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HomeMy WebLinkAboutS102.0(2)2x6 (2)2x4 \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;ROOF TRUSSES @ 24" O.C. (2)2x6 @ OPT. DOOR \A1;W12x22 OR (3)1{\H0.7x;\S3#4;}"x18" LVL OR (2)1{\H0.7x;\S3#4;}"x20" LVL DROPPED (2)2x4 \A1;ROOF TRUSSES @ 24" O.C. \A1;(2)2x10 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH\A1;PC3\P(9.9k) (2)2x4 \A1;ROOF GIRDER TRUSS (2)2x4 \A1;SEE ELEVATION FOR HEADER SIZE \A1;55'-1" - AT MASONRY WRAP \A1;1'-0" \A1;54'-9{\H0.750000x;\S1#2;}" OVERALL\A1;20'-3{\H0.750000x;\S1#2;}" \A1;60'-0" OVERALL\A1;20'-3{\H0.750000x;\S1#2;}" \A1;10'-2{\H0.750000x;\S1#2;}" \A1;2'-2"\A1;16'-3"\A1;1'-10{\H0.750000x;\S1#2;}" \A1;16'-3{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR \A1;1'-2" \A1;7'-8{\H0.750000x;\S1#2;}"\A1;1'-2"\A1;1'-2" \A1;4'-0" \A1;55'-1" - AT MASONRY WRAP \A1;60'-7" - OVERALL AT MASONRY WRAP \A1;1'-1" \A1;2'-0"\A1;2'-0" \A1;2'-0" \A1;2'-0" \A1;9'-8{\H0.750000x;\S1#2;}"\A1;10{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;7" FNDN. STEP DETAIL 19/SD.02 FNDN. STEP DETAIL 19/SD.02 SD.015 SD.015 SD.019 SD.01 \A1;\pxql;OFFSET BEARING WALL ABV.\A1;\pxql;(750 PLF) \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 *POST ABOVE POST ABOVE 30"x30"x12" PLAIN CONC. FOOTING *POST ABOVE \A1;12'-11{\H0.750000x;\S1#4;}" SD.01 SD.019 \A1;2'-0" \A1;2'-0" (2)2x6 (2)2x4 \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;ROOF TRUSSES @ 24" O.C. (2)2x6 @ OPT. DOOR \A1;W12x22 OR (3)1{\H0.7x;\S3#4;}"x18" LVL OR (2)1{\H0.7x;\S3#4;}"x20" LVL DROPPED \A1;ROOF TRUSSES @ 24" O.C. \A1;(2)2x10 \A1;HIP GIRDER TRUSSJACK TRUSSES @ 24" O.C. \A1;4'-0" +/- (2)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH\A1;PC3\P(9.9k) (2)2x4 \A1;ROOF GIRDER TRUSS (2)2x4 \A1;SEE ELEVATION FOR HEADER SIZE \A1;2'-0" \A1;60'-0" OVERALL\A1;1'-10{\H0.750000x;\S1#2;}"\A1;16'-3"\A1;1'-10{\H0.750000x;\S1#2;}" \A1;10'-0" \A1;9'-5" \A1;36'-3{\H0.750000x;\S1#2;}" \A1;20'-3{\H0.750000x;\S1#2;}" \A1;1'-2"\A1;4'-0" \A1;16'-3{\H0.750000x;\S1#2;}" - ℄ OF SERVICE DOOR\A1;54'-9{\H0.750000x;\S1#2;}" OVERALL \A1;55'-1" - AT MASONRY WRAP \A1;20'-7" AT MASONRY WRAP \A1;11'-3{\H0.750000x;\S1#2;}" AT MASONRY WRAP \A1;60'-7" - OVERALL AT MASONRY WRAP \A1;11'-4"\A1;4'-9{\H0.750000x;\S1#2;}" \A1;20'-0" \A1;1'-0" \A1;3'-8{\H0.750000x;\S1#2;}" \A1;6'-9{\H0.750000x;\S1#2;}" \A1;2'-0"\A1;2'-0"\A1;2'-0"\A1;2'-0" \A1;10'-0"\A1;10{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;10{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;10'-0" AT MASONRY WRAP FNDN. STEP DETAIL 19/SD.02 FNDN. STEP DETAIL 19/SD.02 SD.015 SD.015 SD.019 SD.01 \A1;\pxql;OFFSET BEARING WALL ABV.\A1;\pxql;(750 PLF) \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 *POST ABOVE30"x30"x12" PLAIN CONC. FOOTING *POST ABOVE \A1;12'-11{\H0.750000x;\S1#4;}" SD.01 SD.019 Framing Plan OptionsSO-2.2 PARTIAL 2nd FLOOR FRAMING PLAN SCALE: 1/8"=1'-0"1 OPT. 3-CAR FRONT LOAD GARAGEELEVATION HR3S SHOWN copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 11-14-14 JGF VRF 125-14017 Woodside ModelCentral Zonesheet:1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZoneBase - 18 psf Roof LiveVRF3RD CAR FRONT LOAD GARAGE ADDED01/29/2015VRF2 CAR SIDE LOAD GARAGE w/ 4' EXT. ADDED03/13/2015BJDNEW MI ELEV.04/15/16SCALE: 1/8"=1'-0"3PARTIAL 1st FLOOR FRAMING PLANOPT. 3-CAR FRONT ENTRY GARAGEELEVATION HR3S SHOWN (ELEV. HR2T & HR2S SIM.)PARTIAL 2nd FLOOR FRAMING PLAN SCALE: 1/8"=1'-0"2OPT. 3-CAR FRONT LOAD GARAGEELEVATION HR3T SHOWN (ELEV. HR3U & NC3S SIM.)SCALE: 1/8"=1'-0"4PARTIAL 1st FLOOR FRAMING PLANOPT. 3-CAR FRONT ENTRY GARAGEELEVATION HR3T SHOWN(ELEV. HR2T, HR2S, CR2G, & CR2S SIM.)03/13/18 Adam Schriner