Loading...
HomeMy WebLinkAboutS-2.2\A1;66'-3{\H0.750000x;\S1#2;}" OVERALL\A1;10'-7{\H0.750000x;\S1#2;}" \A1;10'-7{\H0.750000x;\S1#2;}" (2)2x8 *POST ABOVE (2)2x10 (3)2x4(2)2x4 (2)2x4(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;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (3)2x4 (2)2x10 \A1;(2)2x8 * \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH END JOISTEND JOIST 4x4 P.T. \PPOST (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)2x4 (3)2x4 3-PT. BRG. R.T. @ 24" O.C. ROOF TRUSSES @ 24" O.C. \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \A1;SHEATHE WALL WITH GYPSUM SHEATHING FASTENED PER INTERIOR BRACED WALL PANEL OPTION B (SEE NOTES) (4)2x4 POST DOWN TO GARAGE HEADER \A1;(2)1{\H0.7x;\S3#4;\H1.4286x;"x16" LVL (VENEER LINTEL OPTION B) \H0.99998x;OR (2)1\H0.7x;\S3#4;\H1.4286x;"x20" LVL (VENEER LINTEL OPTION C)} \A1;13'-7" - AT MASONRY WRAP\A1;10'-7{\H0.750000x;\S1#2;}" \A1;10'-7{\H0.750000x;\S1#2;}" (2)2x8 *POST ABOVE (2)2x10 (3)2x4(2)2x4 (2)2x4(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;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (3)2x4 (2)2x10 \A1;(2)2x8 * \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH END JOISTEND JOIST 4x4 P.T. \PPOST (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 4x4 P.T. \PPOST4x4 P.T. \PPOST(2)2x12 DROPPED (2)2x12 DROPPED R.T. @ 24" O.C.(2)2x4 (3)2x4 3-PT. BRG. R.T. @ 24" O.C. STRUCT. GABLE END ROOF GIRDER TRUSSMONO ROOF TRUSSES @ 24" 0.C. ROOF TRUSSES @ 24" O.C. \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \A1;SHEATHE WALL WITH GYPSUM SHEATHING FASTENED PER INTERIOR BRACED WALL PANEL OPTION B (SEE NOTES) (4)2x4 POST DOWN TO GARAGE HEADER \A1;(2)1{\H0.7x;\S3#4;\H1.4286x;"x16" LVL (VENEER LINTEL OPTION B) \H0.99998x;OR (2)1\H0.7x;\S3#4;\H1.4286x;"x20" LVL (VENEER LINTEL OPTION C)} \A1;13'-7" - AT MASONRY WRAP \A1;TYP. \A1;TYP. (2)2x8 (2)2x10 (3)2x4(2)2x4 (2)2x4(6)2x4 \A1;(3) 1{\H0.7x;\S3#4;}"x22" LVL DROPPED \A1;(2) 1{\H0.7x;\S3#4;}"x14" LSL DROPPED \A1;SIMPSON HU416 HANGER \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (3)2x4 (2)2x10 \A1;(2)2x8 \A1;(2)1{\H0.7x;\S3#4;}"x14" LSL FLUSH BOTTOM END JOISTEND JOIST * ROOF TRUSSES @ 24" O.C.POST ABOVE*\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-(3)2x4 (2)2x8 DROPPED 2x6 @ 16" O.C. BALLOON FRAMED WALLS (TYP. @ ENTRY) (3)2x4 MONO G.T. \A1;HIP GIRDER TRUSS \A1;4'-0" +/-MONO ROOF TRUSSES @ 24" 0.C. (2)2x8 DROPPED (2)2x4 BM. POCKET (2)2x8 DROPPED (2)2x4 BM. POCKET3-PT. BRG. R.T. @ 24" O.C. ROOF TRUSSES @ 24" O.C. \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \A1;SHEATHE WALL WITH GYPSUM SHEATHING FASTENED PER INTERIOR BRACED WALL PANEL OPTION B (SEE NOTES) \A1;(2)1{\H0.7x;\S3#4;\H1.4286x;"x16" LVL (VENEER LINTEL OPTION B) \H0.99998x;OR (2)1\H0.7x;\S3#4;\H1.4286x;"x20" LVL (VENEER LINTEL OPTION C)} (4)2x4 POST DOWN TO GARAGE HEADER Second Floor Framing PlanS-2.2 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"2 PARTIAL 2nd FLOOR FRAMING PLAN SCALE: 1/8"=1'-0"3 ELEVATION HR2TSEE ELEV. HR2G FOR MORE INFORMATION ELEVATION HR3SSEE ELEV. HR2G FOR MORE INFORMATION PARTIAL 2nd FLOOR FRAMING PLAN SCALE: 1/8"=1'-0"1 ELEVATION HR2SSEE ELEV. HR2M FOR MORE INFORMATION 03/21/18 Mike Sheeks