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HomeMy WebLinkAboutS100.0METAL 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 \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \A1;(2)2x8(2)2x4 (2)2x4** (2)2x6 (2)2x6\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL DROPPED (2)2x4(2)2x4 \A1;1 {\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;END JOIST(2)2x4 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH F.J. \A1;WALL GIRDER TRUSS {\LOR} (2)1{\H0.7x;\S3#4;}"x24" LVL FLUSH BOTTOM (2)2x6 (2)2x8 (2)2x8 (3)2x8 \A1;\pxql;SIMPSON \PLS90 CLIP \A1;\pxql;SIMPSON \PLS90 CLIP \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL \A1;(2)1{\H0.7x;\S3#4;}"x9{\H0.7x;\S1#4;}" LSL (3)2x4 (3)2x4 * \pxql;(4)2x6 B.F.\A1;1 {\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (2)2x8(2)2x8 (2)2x8*POST ABOVE \A1;(2)2x8 \A1;(2)2x8 (2)2x4(2)2x4 \A1;\pxql;SIMPSON HGU3.63-SDS HANGER (H=24") (13,000#)\A1;(2)1{\H0.7x;\S3#4;}"x24" LVL FLUSH BOTTOM \pxt1;(3)2x4 (3)2x4 (5)2x6 (2)2x4 \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;{\Farchqwiku|c0;\LEXT. GARAGE WALLS:\P\lSIDE WALL:\P- 2x4 SPF#2 @ 12" O/C\P UP TO 10'-0"" TALL. \P - 2x6 SPF#2 @ 12"O/C\P UP TO 15'-0" TALL.\P\PGABLE END WALLS:\P- 2x4 SPF#2 @ 16" O/C\P UP TO 15' TALL. } (3)2X6 B.F. KINGS + (1)2x6 JACK \A1;\pxql;(2)2x6 BALLOON FRAMED KING STUDS + (1)2x6 JACK STUD (2)2x6 \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;ROOF TRUSSES @ 24" O.C.\A1;ROOF TRUSSES @ 24" O.C. \A1;ROOF TRUSSES @ 24" O.C. (4)2x4 4x4 P.T. POST 4x4 P.T. POST 4x4 P.T. POST\A1;(2)2x8 DROPPED \A1;(2)2x8 DROPPED \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) *\A1;3 {\H0.7x;\S1#2;}"x7" LVL POST OR SCH 40 P.C. \A1;2x6 SPF 'STUD' GRADE BALLOON FRAMED\P@ 16" O.C. (SEE NOTES) (1)2X6 B.F. KING STUD + (1)2x6 JACK STUD EA. SIDE OF KING \A1;OPEN TO ABOVE\A1;\pxql;FASTEN END OF HEADER TO INTERUPTED LOWER PLY OF WALL TOP PLATE w/ SIMPSON LSTA24 OR CS20 STRAP. PROVIDE (8)10d NAILS ON EA. SIDE OF SPLICE BETWEEN HEADER & PLATE. (2)2x6 (2)2x6 @ OPT. DOOR \A1;3 {\H0.7x;\S1#2;}"x7" LVL POST\A1;W12x22 OR (3)1{\H0.7x;\S3#4;}"x18" LVL OR (2)1{\H0.7x;\S3#4;}"x20" LVL DROPPED (2)2x6 \A1;OPEN TO ABOVE \A1;\pxql;SIMPSON HUS1.81/10 HANGER \A1;\pxql;SIMPSON HUS1.81/10 HANGER \A1;\pxql;SIMPSON HUS1.81/10 HANGER\A1;\pxql;END JOIST\A1;1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;\pxql;SIMPSON \PHUCQ1.81/11-SDS HANGER \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH CONT. \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 1200f-1.2E (4)2x4* (2)2x4 \A1;(2)2x12 HDR \P@ OPT. TRUE STONE: (2)2x12 (VENEER LINTEL OPTION A) OR (2)1{\H0.7x;\S3#4;\H1.42856x;"x16" LVL (VENEER LINTEL OPTION C) (SEE NOTES ON S-0)}2nd Floor Framing PlanS-2.02ND FLOOR FRAMING PLAN1SCALE: 1/8"=1'-0"ELEVATION HR3S copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 11-14-14 JGF VRF 125-14017 Woodside ModelCentral Zonesheet:1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZoneBase - 18 psf Roof LiveVRF3RD CAR FRONT LOAD GARAGE ADDED01/29/2015VRF2 CAR SIDE LOAD GARAGE w/ 4' EXT. ADDED03/13/2015BJDNEW MI ELEV.04/15/16SWBSTONE VENEER UPDATE09/29/1609/09/19 William Hohlt