Loading...
HomeMy WebLinkAboutS200.0METAL 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) F.J. POST ABOVE \A1;SINGLE JOIST \A1;END JOIST \A1;(2)2x8(2)2x4(2)2x4 \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;\pxql;(2)2x6 BALLOON FRAMED KING STUDS + (1)2x6 JACK STUD (4)2x4 (2)2x8 *\A1;3 {\H0.7x;\S1#2;}"x7" LVL POST \A1;1 {\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH(2)2x6 (2)2x4 \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)2x8 \A1;ROOF TRUSSES @ 24" O.C.4x4 P.T. POST 4x4 P.T. POST 4x4 P.T. POST\A1;(2)2x8 DROPPED \A1;(2)2x8 DROPPED (2)2x4\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (2)2x4 \A1;\pxql;ROOF TRUSSES @ 24" O.C. (2)2x6 \A1;(2)2x8 \A1;(2)1{\H0.7x;\S3#4;}"x22" LVL DROPPED (2)2x4 (4)2x4 (4)2x4 \A1;(2)2x8 \A1;ROOF TRUSSES @ 24" O.C. (2)2x4 \A1;(2)2x12 HDR \A1;ROOF TRUSSES @ 24" O.C. \A1;W12x22 OR (3)1{\H0.7x;\S3#4;}"x18" LVL OR (2)1{\H0.7x;\S3#4;}"x20" LVL DROPPED \A1;\pxql;SIMPSON \PLS90 CLIP \A1;(2)2x8(2)2x4 (2)2x4** (2)2x6 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL DROPPED \A1;END JOIST(2)2x4 \A1;WALL GIRDER TRUSS {\LOR} (2)1{\H0.7x;\S3#4;}"x24" LVL FLUSH BOTTOM (2)2x8 (2)2x8 \A1;\pxql;SIMPSON \PLS90 CLIP \A1;\pxql;SIMPSON \PLS90 CLIP \A1;(2)1{\H0.7x;\S3#4;}"x9{\H0.7x;\S1#4;}" LSL * \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;\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.- (3)2X6 B.F. KINGS + (1)2x6 JACK (2)2x6 \A1;ROOF TRUSSES @ 24" O.C. (4)2x4 \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES)\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 \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. (2)2x4 \A1;\pxql;PROVIDE 1{\H0.7x;\S3#4;}"x24"x15" LONG LVL SCAB FASTENED TO FLUSH BEAM AT BEARING POINT w/ (8) ROWS OF 0.148"x3{\H0.7x;\S1#4;}" NAILS @ 3" O.C. \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-2nd Floor Framing PlanS-2.0 2ND FLOOR FRAMING PLAN1SCALE: 1/8"=1'-0"copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 12-17-18 JGF ANK 125-14017 Woodside ModelCopper Run - Lot 2Midwest Zonesheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest Zone02/14/19 Mike Sheeks