Loading...
HomeMy WebLinkAboutS100.0\A1;80'-8"\A1;18'-0"\A1;44'-8"\A1;16'-0"\A1;2'-0"\A1;60'-8" \A1;8"\A1;5'-10"\A1;8"\A1;8"\A1;5'-0"\A1;11'-0"\A1;10'-4"\A1;8"\A1;4'-4" \A1;4'-8" \A1;10'-4"\A1;34'-4" \A1;16'-0"\A1;16'-3{\H0.750000x;\S1#2;}"\A1;8"\A1;15'-4"\A1;8"\A1;15'-7{\H0.750000x;\S1#2;}" \A1;6'-0"\A1;2'-0" \A1;22'-0" \A1;8" \A1;13'-4" \A1;8" \A1;14'-4" \A1;8" \A1;14'-4" \A1;8" \A1;3'-10" \A1;8" \A1;5'-4" \A1;8"\A1;3'-10" \A1;8"\A1;13'-0" \A1;8" \A1;38'-0"\A1;2'-0"\A1;4'-8"\A1;8"\A1;4'-0"\A1;11'-4"\A1;8"\A1;10'-8"\A1;5'-8{\H0.750000x;\S1#2;}"\A1;3'-10"\A1;16'-3"\A1;1'-6{\H0.750000x;\S1#2;}"\A1;2'-0" \A1;14'-4" \A1;3'-0"\A1;6'-0" \A1;7" \A1;13'-2"\A1;13'-2" \A1;2'-0"\A1;3'-0" \A1;2'-0" \A1;13'-0" \A1;7" \A1;22'-8" \A1;44'-0" \A1;15'-7" \A1;14'-6" \A1;1'-8" \A1;9'-8" \A1;2'-7" \A1;12'-8" \A1;5'-0" \A1;5'-0" \A1;90'-8" \A1;4'-4" \A1;8" \A1;8" \A1;11'-4" \A1;8" \A1;4'-4" \A1;8" \A1;8'-4" \A1;8" \A1;8" \A1;13'-2" \A1;8" \A1;8" \A1;14'-11" \A1;8" \A1;14'-0" \A1;19'-4{\H0.750000x;\S1#2;}" \A1;4'-6" \A1;6'-8" \A1;4'-6" \A1;13'-4" \A1;3'-0" \A1;14'-7{\H0.750000x;\S1#2;}" \A1;8" \A1;8" \A1;18'-0{\H0.750000x;\S1#2;}" \A1;8" \A1;8" \A1;13'-11{\H0.750000x;\S1#2;}" \A1;3'-10"\A1;8" \A1;8" \A1;5'-4" \A1;8" \A1;8" \A1;3'-10" \A1;3'-0" \A1;66'-8" \A1;14'-0" \A1;19'-4{\H0.750000x;\S1#2;}" \A1;4'-6" \A1;6'-8" \A1;4'-6" \A1;13'-4" \A1;3'-0" \A1;14'-7{\H0.750000x;\S1#2;}" \A1;8" \A1;8" \A1;18'-0{\H0.750000x;\S1#2;}" \A1;8" \A1;8" \A1;13'-11{\H0.750000x;\S1#2;}" \A1;3'-10"\A1;8" \A1;8" \A1;5'-4" \A1;8" \A1;8" \A1;3'-10" \A1;3'-0" \A1;90'-8" \A1;24'-0"\A1;31'-7{\H0.750000x;\S1#2;}"\A1;8"\A1;24'-0" \A1;5'-6{\H0.750000x;\S1#2;}" \A1;27'-10" \A1;8'-3"\A1;1'-9" \A1;80'-8" \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. W8x15 DROPPED CONT. \A1;14'-4{\H0.750000x;\S1#2;}" \A1;15'-3{\H0.750000x;\S1#2;}" \A1;3'-4" \A1;14'-11{\H0.75x;\S1#4;}" \A1;(31k)\A1;PC 6 \A1;(29.4k)\A1;PC 5 ADD'L JOIST ADD'L JOIST W8x15 DROPPED CONT. \A1;(17.5k)\A1;PC 4 \A1;(17k)\A1;PC 4 \A1;(18k)\A1;PC 4 W8x24 DROPPED CONT. W8x21 DROPPED CONT. W8x24 OR W10x17 DROPPED \A1;(15k)\A1;PC 4 W8x21 DROPPED CONT. SD.01 SD.01 SD.01 SD.01 SD.01 SD.01 SD.01 10SD.02 SD.01 SD.0219 SD.01 SD.01 SD.015 SD.015 SD.0210 SD.01 SD.013A SD.01 SD.014A \A1;BM. POCKET OR (3)2x4 @ STEPPED FND. WALL \A1;(5k)\A1;PC 1 END JOIST OFFSET BRG. WALL ABOVE (700 PLF) \A1;18'-4{\H0.750000x;\S1#4;}" \A1;18'-9{\H0.750000x;\S1#2;}" \A1;14'-4{\H0.750000x;\S1#2;}"\A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;5'-0"\A1;5'-8{\H0.750000x;\S3#4;}" \A1;13'-8{\H0.750000x;\S3#4;}"\A1;16'-0" END JOIST \A1;16'-3{\H0.750000x;\S1#2;}" \A1;13'-5{\H0.750000x;\S1#4;}" W8x10 DROPPED CONT. \A1;13'-5{\H0.750000x;\S1#4;}"\A1;14'-7{\H0.750000x;\S1#4;}"\A1;11'-8" \A1;BM. POCKET OR (3)2x4 @ STEPPED FND. WALL W8x15 DROPPED CONT.W8x24 DROPPED CONT. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;{\LBASEMENT SLAB}\P-SEE NOTES ON S-0 \A1;{\LGARAGE SLAB}\P-SEE NOTES ON S-0.0 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 \A1;BEAM POCKET (TYP.) SD.0216(TYP.) \pxql;30"x30"x12" PLAIN CONC. FTGPOST ABOVE \A1;11'-2" \A1;14'-8{\H0.750000x;\S1#4;}" \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;10'-3{\H0.750000x;\S1#2;}" \A1;15'-1{\H0.750000x;\S3#4;}" \A1;3'-8" \A1;8"x16" THICKENED SLAB \pxql;POURED CONC. WALL. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.)\A1;BM. POCKET OR (3)2x4 @ STEPPED FND. WALL \A1;36"x60"x12" REINFORCED CONC. FTG. w/ #5 @ 12" O.C. EA. WAY, BOTTOM \A1;BM. POCKET OR (4)2x4 @ STEPPED FND. WALL \A1;(5.8k) \A1;15'-1{\H0.750000x;\S3#4;}" SD.0215 W8x10 DROPPED CONT.\pxql;PROVIDE SOLID LVL POST BLOSKING UNDER POST ABOVE - MUST BE INSTALLED {\LPRIOR} TO 2ND FLOOR DECK P.A. SEE (S-2.0) SD.01 SD.01 SD.015 SD.0219SD.0219 * OFFSET BRG. WALL ABOVE (600 PLF) \A1;PC 3 \A1;SPLICE HERE\PIF REQ'D \A1;38'-0" \A1;22'-8"\A1;8"\A1;21'-4"\A1;8" \A1;5'-8{\H0.750000x;\S1#2;}" \A1;5'-0"\A1;3'-0"\A1;90'-8" \A1;24'-0"\A1;23'-4" \A1;8" \A1;24'-0"\A1;23'-4" \A1;8" \A1;5'-6{\H0.750000x;\S1#2;}" \A1;16'-3" \A1;1'-6{\H0.750000x;\S1#2;}" \A1;1'-9" \A1;80'-8"SD.015 SD.018 SD.0219 SD.0210 SD.0210 SD.0219 \A1;{\LGARAGE SLAB}\P-SEE NOTES ON S-0.0 1st Floor Framing PlanS-1.0 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 05-15-19 JGF WC 104-12039 5271 ModelWest Clay - Lot 323Indiana Divisionsheet:1st FLOOR FRAMING / FOUNDATION PLAN1SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 06/16/19 William Hohlt