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HomeMy WebLinkAboutS-2.1\A1;66'-3{\H0.750000x;\S1#2;}" OVERALL\A1;18'-3{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR \A1;18'-3{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR (2)2x8 *POST ABOVE (2)2x10 (2)2x4(2)2x4 (2)2x4(5)2x4 (4)2x4 \A1;3{\H0.7x;\S1#2;}"x7" LVL POST \A1;3{\H0.7x;\S1#2;}"x7" LVL POST \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)2x10 \A1;(2)2x8 * \A1;(2)1{\H0.7x;\S3#4;}"x14" LSL FLUSH BOTTOM END JOIST \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (2)2x4\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH\A1;SIMPSON HUS1.81/10 HANGER END JOIST 4x4 P.T. \PPOST (2)2x8 DROPPED (2)2x6 @ OPT. DOOR (3)2x4 * ROOF TRUSSES @ 24" O.C. R.T. @ 24" O.C. POST ABOVE*\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- OPEN TO ABOVE (3)2x4 (2)2x12 DROPPED 2x8 LEDGER FASTENED TO WALL w/(4)10d NAILS @ 16" o.c.(3)2x4 MONO G.T. (2)2x8 @ OPT. WDW (2)2x8 (2)2x8 (2)2x8 DROPPED (4)2x4 (4)2x4 (2)2x4(2)2x4 (2)2x8 CONTINUOUS(2)2x4 KING STUDS + (1)2x4 JACK STUD (2)2x4(2)2x4 (2)2x8 CONTINUOUS(3)2x4 KING STUDS + (1)2x4 JACK STUD (2)2x4 (2)2x4(2)2x4 (2)2x8 CONTINUOUS(2)2x4 KING STUDS + (1)2x4 JACK STUD ROOF TRUSSES @ 24" O.C. (2)2x4(2)2x4 (2)2x8 CONTINUOUS (2)2x4 KING STUDS + (1)2x4 JACK STUD (2)2x8 @ OPT. WDW (2)2x8 @ OPT. WDW (2)2x8 (2)2x8 (2)2x6(4)2x4(4)2x4\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (2)2x8 DROPPED \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH ROOF TRUSSES @ 24" O.C. END JOIST (3)2x4 (3)2x4\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL DROPPED END JOIST ROOF TRUSSES @ 24" O.C. \A1;HIP GIRDER TRUSS\A1;4'-0" +/-MONO ROOF TRUSSES @ 24" 0.C. \A1;HIP GIRDER TRUSS \A1;4'-0" +/-MONO ROOF TRUSSES @ 24" 0.C. (2)2x4 (4)2x4 (2)2x4 (2)2x4 3-PT. BRG. ROOF TRUSSES @ 24" O.C. 3-PT. BRG. R.T. @ 24" O.C. (2)2x10 DROPPED(2)2x4(3)2x4 TRUSSES SHALL BE DESIGNED TO BEAR ON EXTERIOR WALL. STEP UP BOTTOM CHORD @ BEARING ROOF TRUSSES @ 24" O.C. SIM. STRUCTURAL GABLE END ROOF GIRDER TRUSS ROOF TRUSSES @ 24" O.C. \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \A1;(2)1{\H0.7x;\S3#4;}"x16" LVL DROPPED \A1;SHEATHE WALL WITH GYPSUM SHEATHING FASTENED PER INTERIOR BRACED WALL PANEL OPTION B (SEE NOTES) 2x12 LEDGER FASTENED TO 2ND FLR. BRG. WALL w/(7)10d NAILS @EA. STUD (16" o.c. MAX) OR HANGER DIRECTLY TO RIM/FLUSH BEAM END JOIST (4)2x4 POST DOWN TO GARAGE HEADER \A1;(2)1{\H0.7x;\S3#4;}"x14" LSL FLUSH BOTTOM Second Floor Framing PlanS-2.1 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 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 ELEVATION HR2M 03/21/18 Mike Sheeks