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HomeMy WebLinkAboutSO-2.0*POST ABOVE (2)2x8 (6)2x4 (6)2x4 \A1;(3) 1{\H0.7x;\S3#4;}"x22" LVL DROPPED \A1;(2) 1{\H0.7x;\S3#4;}"x14" LSL DROPPED \A1;(2) 1{\H0.7x;\S3#4;}"x14" LSL DROPPED \A1;SIMPSON HU416 HANGER \A1;SIMPSON HHUS410 HANGER \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (3)2x4 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (2)2x8* (2)2x4\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH\A1;SIMPSON HUS1.81/10 HANGER END JOIST (2)2x8 DROPPED (3)2x4ROOF TRUSSES @ 24" O.C. 3-PT. BRG. R.T. @ 24" O.C. R.T. @ 24" O.C. OPEN TO ABOVE (2)2x12 DROPPED MONO G.T. (2)2x8(2)2x8 (2)2x4(4)2x4 (2)2x4(2)2x4 (2)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL DROPPED ROOF TRUSSES @ 24" O.C. \A1;(2) 1{\H0.7x;\S3#4;}"x22" LSL DROPPED \A1;SIMPSON HGUS5.50/14 HANGER (4)2x4(2)2x4TRUSSES SHALL BE DESIGNED TO BEAR ON EXTERIOR WALL ROOF TRUSSES @ 24" O.C. \A1;SHEATHE WALL WITH GYPSUM SHEATHING FASTENED PER INTERIOR BRACED WALL PANEL OPTION B (SEE NOTES) \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES)\A1;(2)2x12 DROPPED \A1;5'-8{\H0.750000x;\S1#2;}" \A1;59'-0" OVERALL\A1;59'-7" - OVERALL AT MASONRY WRAP\A1;20'-0"\A1;9'-4{\H0.750000x;\S1#2;}" \A1;9'-0" \A1;10'-0" \A1;1'-8{\H0.750000x;\S1#2;}" \A1;6'-0" \A1;76'-3{\H0.750000x;\S1#2;}" OVERALL\A1;5'-8{\H0.750000x;\S1#2;}" \A1;33'-0{\H0.750000x;\S1#2;}"\A1;33'-4" - AT MASONRY WRAP \A1;8'-3" \A1;2'-2" \A1;1'-9" \A1;16'-3" \A1;4'-7{\H0.750000x;\S1#2;}" \A1;24'-4{\H0.750000x;\S1#2;}"\A1;1'-4"\A1;1'-0" \A1;20'-7" - AT MASONRY WRAP \A1;10'-0" - AT MASONRY WRAP \A1;6'-5" - AT MASONRY WRAP \A1;2'-0"\A1;2'-0" SD.0210 SD.0210 SD.017 FNDN. STEP DETAIL 19/SD.02 SD.015SD.015 POST ABOVE* \A1;ADD'L JOIST UNDER POST ABOVE STND. SD.01 @ BRICK SD.017 STND. SD.01 @ BRICK 9SD.01 \A1;{\LGARAGE SLAB}\P-SEE NOTES ON S-0 Second Floor Framing PlanSO-2.0copyright : 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 ZoneBase - 18 psf Roof Live05-30-14 125-14006 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 PARTIAL 2nd FLOOR FRAMING PLAN SCALE: 1/8"=1'-0"1 OPT. 3-CAR SIDE LOAD GARAGEELEVATION HR2G SHOWN (ALL ELEV. SIM. EXCEPT PR2G, PR2H)PARTIAL 1st FLOOR FRAMING/FOUNDATION PLAN SCALE: 1/8"=1'-0"2 OPT. 3-CAR SIDE LOAD GARAGEELEVATION HR2G SHOWN (ELEV. HR2M, HR2S, HR2T, HR3S SIM.) P:\Client Files\125 - Pulte Central Zone\2014\14006 - Meadowview Model - 2058 (formerly Stockton)\Structural Drawings\Meadowview Model - Structural Plans - Elev. 1-5.dwg, 10/9/2014 11:26:43 AM, DWF6 ePlot.pc303/21/18 Mike Sheeks