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HomeMy WebLinkAboutS-1.0A\A1;10'-1" \A1;58'-7" OVERALL \A1;66'-7" OVERALL \A1;58'-7" OVERALL \A1;66'-7" OVERALL \A1;19'-7"\A1;10'-0"\A1;6'-5"\A1;13'-7"\A1;9'-0"\A1;1'-8"\A1;16'-3"\A1;1'-8"\A1;7"\A1;8'-3"\A1;1'-2" \A1;2'-0" \A1;4'-0" \A1;1'-0" \A1;59'-7" \A1;10'-0"\A1;16'-7"\A1;16'-5"\A1;15'-7" \A1;56'-7" \A1;10'-0" \A1;10'-0" \A1;10'-4{\H0.750000x;\S1#2;}" \A1;21'-8{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR \A1;21'-4"\A1;7'-3{\H0.750000x;\S1#2;}"\A1;21'-4" \A1;10'-0" \A1;9'-4{\H0.750000x;\S1#2;}" \A1;PC 6 (28.0k) \A1;11{\H0.7x;\S7#8;\H1.4286x;" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-}\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;OPTIONAL BUILT UP FLOOR PER ARCH. \A1;SPLICE BEAM HERE IF REQ'D SD.01 SD.013A SD.01 SD.01 14SD.02 SD.01 SD.01 SD.0210 SD.01 \A1;PC 4 (16.6k) SD.0216 FNDN. STEP DETAIL 19/SD.02 SD.013A SD.01 SD.012 \A1;12'-11{\H0.750000x;\S3#8;}"\A1;10'-2{\H0.750000x;\S3#8;}"\A1;13'-0"\A1;13'-3{\H0.750000x;\S1#2;}" \A1;10'-5{\H0.750000x;\S1#2;}" \A1;18'-2{\H0.750000x;\S1#4;}" \A1;17'-5" \A1;13'-6{\H0.750000x;\S1#4;}" \A1;14'-10"\A1;15'-1{\H0.750000x;\S1#2;}" TYP. SD.0215 SD.015SD.015 BEAM POCKET (TYP.) \A1;(3)2x4 OR PC 2 (5.1k) SD.01 SD.014 SD.0214 SD.0214 POST ABOVE** POST ABOVE* \A1;11{\H0.7x;\S7#8;\H1.4286x;" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-} \A1;11{\H0.7x;\S7#8;\H1.4286x;" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-} \A1;11{\H0.7x;\S7#8;\H1.4286x;" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-} \A1;11{\H0.7x;\S7#8;\H1.4286x;" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-} \A1;ADD'L JOIST UNDER POST ABOVE END JOIST END JOIST \A1;W8x21 OR W10x17 DROPPED BEAM CONTINUOUS \A1;W8x21 OR W10x17 DROPPED BEAM \A1;{\LGARAGE SLAB}\P-SEE NOTES ON S-0 \A1;{\LBASEMENT SLAB}\P-SEE NOTES ON S-0 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 \A1;POST TO BEAR DIRECTLY ON SLAB (NO FTG. REQ'D) \A1;8"x16" PLAIN CONC. THICKENED SLAB (2)2x4 POST ABOVE*POST ABOVE* SD.012 POST ABOVE* POST ABOVE* POST ABOVE* POST ABOVE*POST ABOVE* \A1;W8x13 OR W10x12 DROPPED BEAM CONTINUOUS \A1;W8x13 OR W10x12 DROPPED BEAM CONTINUOUS \A1;W8x21 OR W10x17 DROPPED BEAM CONTINUOUS \A1;W8x13 OR W10x12 DROPPED BEAM\A1;W8x18 OR W10x15 DROPPED BEAM \A1;8"x16" PLAIN CONC. THICKENED SLAB \A1;PC 3 (11.1k)\A1;PC 6 (24.3k) POST ABOVE* \A1;9'-1{\H0.750000x;\S3#4;}"\A1;W8x21 OR W10x17 DROPPED BEAM CONTINUOUS POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) 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 REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES NAME COLUMN SPECIFICATIONSPIPE COLUMN & FOOTING SCHEDULE PC 1PC 2PC 3 \A1;3" DIA. 11 GA / 3{\H0.7x;\S1#2;}" DIA. 11 GA. / 3" DIA. SCH. 40 \A1;3{\H0.7x;\S1#2;}" DIA. 11 GA. / 4"DIA. 11 GA. / 3" DIA. SCH. 40PC 4 \A1;3" DIA. 11 GA / 3{\H0.7x;\S1#2;}" DIA. 11 GA. / 3" DIA. SCH. 40 1500 PSF SOIL 2000 PSF SOIL 3000 PSF SOIL24x24x8"24x24x8"24x24x8"30x30x12" 24x24x12" 24x24x12" PC 5 \A1;3" DIA. SCH. 40 / DOUBLE 3{\H0.7x;\S1#2;}" DIA. 11 GA. 36x36x12" 30x30x12" 24x24x12" PC 6 \A1;3" DIA. SCH. 40 / DOUBLE 3{\H0.7x;\S1#2;}" DIA. 11 GA. \A1;3" DIA. 11 GA / 3{\H0.7x;\S1#2;}" DIA. 11 GA. / 3" DIA. SCH. 40 48x48x12" FTG. w/ #4 BARS @ 12" O.C. E.W. @ BOTTOM 36x36x12" 30x30x12"36x36x12" 48x48x12" FTG. w/ #4 BARS @ 12" O.C. E.W. @ BOTTOM 48x48x12" FTG. w/ #4 BARS @ 12" O.C. E.W. @ BOTTOM 54x54x12" FTG. w/ #4 BARS @ 12" O.C. E.W. @ BOTTOM 48x48x12" FTG. w/ #4 BARS @ 12" O.C. E.W. @ BOTTOM54x54x12" FTG. w/ #4 BARS @ 12" O.C. E.W. @ BOTTOM ·\pi-16,l16;{\fSymbol|b0|i0|c2|p18;· }FOOTING DESIGN ASSUMES PLAIN CONCRETE, UNLESS NOTED OTHERWISE.\P\pi0,l0;\P\pi-16,l16;{\fSymbol|b0|i0|c2|p18;· }PIPE COLUMN DESIGN BASED ON MAX HEIGHT w/ 9' BASEMENT CONDTION.\P\pi0,l0;\P THICKNESS OF FOOTING CAN BE INCREASED TO 18" IN ORDER TO ELIMINATE REBAR IN FOOTING. · {\LNOTES:}{\LNOTES:} ALLOWABLE SOIL BEARING PRESSURE \A1;* \A1;*\A1;*\A1;*\A1;*\A1;*\A1;*copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: JGF AAM Meadowview ModelCentral Zonesheet:1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central Zone05-30-14 125-14006 RJZREVISED JOISTS UNDER OPT. FREE STANDING TUB07/28/2014 VRF4TH CAR SPLIT08/18/2014 RJZADDED 2x12 1ST FLOOR DESIGN10/06/2014 RJZARCH REVISIONS10/08/2014 1st Floor Framing PlanS-1.0A 1st FLOOR FRAMING/FOUNDATION PLAN1SCALE: 1/8"=1'-0"ELEV. HR2G SHOWN (ALL OTHER ELEV. SIM.)w/ OPT. BRICK WRAP P:\Client Files\125 - Pulte Central Zone\2014\14006 - Meadowview Model - 2058 (formerly Stockton)\Structural Drawings\Meadowview Model - Foundation Plans.dwg, 10/9/2014 11:17:39 AM, DWF6 ePlot.pc303/21/18 Mike Sheeks