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HomeMy WebLinkAboutS202.0METAL 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;65'-1" - AT MASONRY WRAP \A1;50'-7" - OVERALL AT MASONRY WRAP \A1;1'-10{\H0.750000x;\S1#2;}" (2)2x4(2)2x4 \A1;3 {\H0.7x;\S1#2;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (2)2x4 (2)2x4 \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 \A1;ROOF TRUSSES @ 24" O.C.4x4 P.T. POST 4x4 P.T. POST\A1;STRUCTURAL GABLE END R.T. \A1;(2)2x8 DROPPED\A1;R.T. @ 24" O.C.4x4 P.T. POST\A1;(2)2x8 DROPPED \A1;(2)2x8 DROPPPED\A1;(2)2x8 DROPPED \A1;(2)2x12 HDR CONT. (VENEER SUPPORT OPTION A OR B) *\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;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 4x4 P.T. POST \A1;R.T. @ 24" O.C. \A1;ROOF TRUSSES @ 24" O.C. \A1;1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;\pxql;SIMPSON LUS26-2 HANGER\A1;\pxql;SIMPSON LUS26-2 HANGER (2)2x6 BM PCKT (2)2x6 @ OPT. DOOR \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. } \A1;3 {\H0.7x;\S1#2;}"x7" LVL POST OR SCH 40 P.C. \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 1200f-1.2E (4)2x4* (3)2x8 (2)2x4(2)2x4 \A1;3 {\H0.7x;\S1#2;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \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 \A1;ROOF TRUSSES @ 24" O.C.\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 *\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 \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)2x6 (2)2x6 @ OPT. DOOR \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. } \A1;3 {\H0.7x;\S1#2;}"x7" LVL POST OR SCH 40 P.C. \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 1200f-1.2E(4)2x4* (3)2x8 (3)2x4 (3)2x4\A1;(2)2x12 HDR \P@ OPT. TRUE STONE: (2)1{\H0.7x;\S3#4;\H1.42856x;"x16" LVL (VENEER LINTEL OPTION C) (SEE NOTES ON S-0)} \A1;55'-1" - AT MASONRY WRAP \A1;54'-9{\H0.750000x;\S1#2;}" OVERALL \A1;1'-0" \A1;1'-0" HIP GIRDER TRUSS JACK TRUSSES @ 24" O.C. *POST ABOVE (2)2x4 \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\A1;ROOF TRUSSES @ 24" O.C.\A1;ROOF TRUSSES @ 24" O.C.\A1;(2)2x8 DROPPED \A1;(2)2x8 DROPPED (2)2x8(2)2x8(2)2x8 (1)2x4 KING STUD + (1)2x4 JACK STUD EA. SIDE OF KING (2)2x4 *\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 \A1;ROOF TRUSSES @ 24" O.C. \A1;ROOF G.T. UNDER WALL ABOVE \A1;HIP G.T. \A1;RT. @ 24" O.C. \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(2)2x6 @ OPT. DOOR \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. } \A1;3 {\H0.7x;\S1#2;}"x7" LVL POST OR SCH 40 P.C. \A1;(2)2x8 DROPPED (3)2x8 \A1;(2)2x12 HDR CONT. (VENEER SUPPORT OPTION A OR B) S-2.1 2ND FLOOR FRAMING PLAN1SCALE: 1/8"=1'-0"ELEVATION HR3T 2nd Floor Framing Plan2ND FLOOR FRAMING PLAN2SCALE: 1/8"=1'-0" 2ND FLOOR FRAMING PLAN3SCALE: 1/8"=1'-0"ELEVATION HR3U SCALE: 1/8"=1'-0"ELEVATION NC3S SEE ELEV. HR3S FOR MORE INFO. SEE ELEV. HR3S FOR MORE INFO. SEE ELEV. HR3S FOR MORE INFO.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 UPDATE09/29/1603/13/18 Adam Schriner