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HomeMy WebLinkAboutS001.0\A1;6'-0" \A1;12'-0" \A1;29'-0" \A1;19'-0" \A1;10'-0" \A1;12'-0" \A1;29'-0" \A1;19'-0" \A1;10'-0" \A1;17'-7"\A1;17'-0" \A1;8'-8{\H0.750000x;\S1#2;}" \A1;2'-6"\A1;1'-8{\H0.750000x;\S1#2;}" \A1;12'-0" \A1;6'-0"\A1;6'-0" \A1;37'-1"\A1;8'-3"\A1;1'-10{\H0.750000x;\S1#2;}"\A1;1'-9"\A1;16'-3"\A1;8'-11{\H0.750000x;\S1#2;}" \A1;58'-7" OVERALL \A1;20'-9{\H0.750000x;\S1#2;}" \A1;10'-7" \A1;13'-10" \A1;13'-4{\H0.750000x;\S1#2;}" \A1;62'-3{\H0.750000x;\S1#2;}" OVERALL\A1;58'-3{\H0.750000x;\S1#2;}"\A1;30'-3{\H0.750000x;\S1#2;}"\A1;1'-0" \A1;1'-8{\H0.750000x;\S1#2;}" \A1;19'-2{\H0.750000x;\S1#2;}" \A1;3'-0" \A1;58'-7" OVERALL \A1;62'-3{\H0.750000x;\S1#2;}" OVERALL \A1;23'-1"\A1;8'-0" \A1;2'-0" \A1;11'-8{\H0.750000x;\S1#2;}" \A1;23'-10{\H0.750000x;\S1#2;}" \A1;20'-0" \A1;2'-0" \A1;2'-6" \A1;2'-0" \A1;48'-7" \A1;12'-0" \A1;17'-7" \A1;18'-4{\H0.750000x;\S1#2;}" \A1;6'-7{\H0.750000x;\S1#2;}" \A1;5'-4{\H0.750000x;\S1#2;}" \A1;4'-5{\H0.750000x;\S1#2;}" \A1;4'-9{\H0.750000x;\S1#4;}" \A1;5'-6{\H0.750000x;\S1#2;}" \A1;8'-8" \A1;4'-5{\H0.750000x;\S1#2;}" \A1;8'-0{\H0.750000x;\S3#4;}" \A1;6'-0" \A1;10'-0"\A1;6" \A1;8'-1" \A1;1'-0" \A1;8'-5" \A1;1'-0" \A1;8'-10{\H0.750000x;\S1#2;}" \A1;1'-0" \A1;1'-0"\A1;8'-10{\H0.750000x;\S1#2;}"\A1;1'-0"\A1;8'-10{\H0.750000x;\S1#2;}"\A1;1'-0"\A1;6'-4" \A1;6'-0" \A1;6" \A1;10'-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 SD.018 SD.018 SD.019 SD.011 SD.014 SD.013 SD.015 SD.0219 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 SD.011 SD.018 SD.018 SD.019 SD.011 SD.014 SD.013 SD.015 SD.0219 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 SD.014 4SD.01 3SD.01 SD.013 SD.013 SD.014 4SD.01 3ASD.01 SD.013A SD.013A SD.011 SD.011 SD.012 SD.012 POST ABOVE* POST ABOVE* POST ABOVE* POST ABOVE* SD.011 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH\P(CANT'D 6" MIN. OVER STEEL BEAM) W8x10 DROPPED CONT. \A1;PC 4 (12.4k) POST ABOVE* FLUSH LSL TO BE CANT'D 6" MIN. PAST STEEL BEAM\A1;14'-5{\H0.750000x;\S1#2;}" \A1;PC 4 (12.6k) \A1;7'-10{\H0.750000x;\S3#4;}"SPLICE BEAM HERE IF REQ'D\A1;11'-3{\H0.750000x;\S1#2;}"\A1;10'-11{\H0.750000x;\S1#4;}" W8x10 DROPPED CONT. \A1;9'-0" W8x10 DROPPED CONT. HD-1 HD-1 HD-1 HD-1 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- SD.015 W8x10 DROPPED CONT. DOUBLE END JOIST END JOIST \A1;15'-4" \A1;8'-11{\H0.750000x;\S1#2;}"\A1;PC 4 (13.1k) \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH POST ABOVE* \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH POST ABOVE* \A1;6'-8"\A1;5'-9"\A1;5'-7"\A1;2'-0"W8x10 DROPPED W8x10 DROPPED CONTINUOUS SD.015\A1;{\LGARAGE SLAB}\PSEE NOTES ON S-0.0 \A1;{\LBASEMENT SLAB}\PSEE NOTES ON S-0.0 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\P(HIGH @ OPT. RAISED FLR) \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- POST ABOVE* W8x13 DROPPED CONT. \A1;PC 4 (14.7k) END JOIST(2)2x4 (2)2x4 W8x13 DROPPED CONT. \A1;PC 1 OR (3)2x4 (5.4k)\A1;PC 3 (12.0k)W8x10 DROPPED CONTINUOUS POST ABOVE* POST ABOVE* POST ABOVE* POST ABOVE * *24"x24" THICKENED SLAB 8"x16" THICKENED SLAB BRG. WALL ABOVE BRG. WALL ABV. \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (LOW)\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (LOW) \A1;SIMPSON HHUS410 HANGER (LOW) (3)2x4 END JOIST POST ABOVE* POST ABOVE* POST ABOVE \A1;14'-1{\H0.750000x;\S1#2;}" \A1;19'-5{\H0.750000x;\S1#2;}" \A1;16'-8" \A1;12'-5{\H0.750000x;\S1#2;}" \A1;6'-0{\H0.750000x;\S3#4;}"\A1;13'-1{\H0.750000x;\S3#4;}" \A1;8'-4{\H0.750000x;\S1#4;}"\A1;8'-0" 2SD.01 POST ABOVE* PC 4 FTG. @ POST ABOVE POST ABOVE* \A1;10'-5{\H0.750000x;\S1#2;}"PC 3 FTG. @ POST ABOVE (3)2x4 \A1;(2)2x8 \A1;(2)2x8 \A1;(2)2x8 \A1;2x4 @ 16" o.c. (SPF #2 GRADE) STUD WALL (2)2x4 (2)2x4 (2)2x4 *\A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) \A1;3{\H0.7x;\S1#2;}"x7" LVL POST\POR PC 4 \A1;\pxql;3{\H0.7x;\S1#2;}"x7" LVL POST\POR PC 4 (2)2x4 \A1;\pxl1;(2) 1{\H0.7x;\S3#4;}"x7 {\H0.7x;\S1#4;}" LSL OR \P(2)2x8 MSR 1200f-1.2E \A1;\pxl1;(2) 1{\H0.7x;\S3#4;}"x7 {\H0.7x;\S1#4;}" LSL OR \P(2)2x8 MSR 1200f-1.2E \A1;(SEE NOTES)SD.0213A SD.0213A \A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D)\A1;SIMPSON LUS28 HANGER\P(TYP.) POST \A1;20" (@ 2000 psf SOIL) 24" (@ 1500 psf SOIL) DIA. PLAIN CONC. FTG. TO FROST (TYP.) \A1;P.T. (2)2x12 DROPPED (CANT'D BOTH ENDS) \A1;FASTEN JOISTS TO DROPPED BEAM w/ (3) 12d TOENAILS @ EA. JOIST POSTPOST POST POST POST \A1;P.T. (2)2x12 DROPPED (CANT'D BOTH ENDS) \A1;P.T. (2)2x12 DROPPED (CANT'D BOTH ENDS) \A1;P.T. (2)2x12 DROPPED \A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D) \A1;(3)2x8 P.T. FLUSH \A1;END JOIST \A1;P.T. (2)2x12 DROPPED \A1;SIMPSON HUC28-3 \A1;PROVIDE ADD'L (2) {\H0.7x;\S1#4;}" DIA. x 3{\H0.7x;\S1#2;}" LONG SIMPSON SDS SCREWS EA. SIDE OF BEAM \A1;12" DIA. SONOTUBE TO FROST\P(TYP. @ LANDING) POST\A1;P.T. (2)2x12 DROPPED (CANT'D)POST \A1;\pxql,t18;6x6 P.T. POST UP TO 12' TALL\PFASTEN BEAM TO NOTCHED 6x6 w/ (2) {\H0.7x;\S1#2;}" DIA. THRU-BOLTS w/ 1" MIN. WASHERS (3"x11{\H0.7x;\S1#4;}" NOTCH) \A1;SIMPSON HUC212-2 CONCEALED FLANGE HANGER SEE PC 4 FOR FOOTING SIZE SEE PC 4 FOR FOOTING SIZE S-1.0STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc. PRODUCT MANAGER----VERSION RELEASEDATE:xx/xx/xxxxPROJECT TYPESingle Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Rockwall 2054.300Home for * Market Home *, 5782-12500#23330 Spruce Wood Court, Carmel, IN 4603201/11/19 Mike Sheeks