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HomeMy WebLinkAboutS-2.0 Structural Plan - 1st Floor (IN Code)\A1;(SEE LATERAL BRACING NOTES) \A1;14" I-JOIST w/ SERIES & SPACING SPEC. BY MANUFACTURER \A1;(2)2x6 \A1;1 {\H0.7x;\S3#4;}"x14" LVL FLUSH \A1;FASTEN JOISTS w/ SIMPSON LS90 CLIP (TYP.)\A1;SIMPSON LS90 CLIP (2)2x4 (2)2x4 \A1;END JOIST \A1;1 {\H0.7x;\S3#4;}"x14" LSL FLUSH \A1;(2)2x6\PDROPPED \A1;14" I-JOIST w/ SERIES & SPACING SPEC. BY MANUFACTURER \A1;14" I-JOIST w/ SERIES & SPACING SPEC. BY MANUFACTURER \A1;2x6 SPF 'STUD' GRADE BALLOON\A1;FRAMED WALL @ 16" O.C. \A1;(SEE NOTES)(2)2x4 POST ABOVE \A1;(2)2x8 * *(2)2x4 POST ABOVE POST ABOVE**\A1;(2) 1 {\H0.7x;\S3#4;}"x14" LVL FLUSH \A1;(2)2x8 \A1;ROOF TRUSSES @ 24" O.C. \A1;(SEE NOTES)(2)2x4 (2)2x4 (2)2x4 \A1;\pxqc;(1)2x4 JACK +\P(3)2x4 KIINGS \A1;(2)2x8 (2)2x4 (2)2x4 (2)2x4 P.A. P.A. P.A. P.A. P.A. \A1;R.T. @ 24" O.C. \A1;(2) 1 {\H0.7x;\S3#4;}"x18" LVL FLUSH BOT. (3)2x6 (5)2x4 \A1;MIN.\A1;3 {\H0.7x;\S1#2;}"x7" LVL POST (2)2x4(4)2x4TO HDR.(2)2x4 \A1;OPEN TO ABOVE \A1;(2)2x8 DROPPED (5)2x4 (5)2x4 (2)2x4 \A1;\pxqr;SIMPSON HUCQ1.81/11-SDS \A1;\pxql;@ OPTIONAL 8' DOOR: (2) 1 {\H0.7x;\S3#4;}"x9{\H0.7x;\S1#2;}" LSL HDR. FASTEN END OF HEADER TO BOTH INTERRUPTED PLY'S OF WALL TOP PLATE w/(1) SIMPSON LSTA24 OR CS20 STRAP. PROVIDE (8)10d NAILS ON EA. SIDE OF SPLICE BETWEEN HEADER & PLATE. \A1;\pxqc;(1)2x4 JACK +\P(3)2x4 KINGS \A1;(2)2x8 CONT. \A1;(2)2x8 CONT. \A1;(2)2x8 \A1;14" I-JOIST (CANT'D) w/ SERIES & SPACING SPEC. BY MANUFACTURER \A1;1 {\H0.7x;\S3#4;}"x14" LSL FLUSH (CAN'TD) (5)2x4 (4)2x4POST ABOVE POST ABOVE* \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 900f-1.0E \A1;(2) 1 {\H0.7x;\S3#4;}"x11 {\H0.7x;\S1#4;}" \PLVL HDR (2)2x4\A1;14" I-JOIST @ 12" O.C. (MIN.) (CANT'D) w/ SERIES SPEC. BY MANUFACTURER (2)2x4 *(4)2x4 \A1;(2)2x8 4x4 P.T. POST R.T. @ 24" O.C. \A1;1 {\H0.7x;\S3#4;}"x14" LSL FLUSH CANT'D 4x4 P.T. POST 4x4 P.T. POST 4x4 P.T. POST 4x4 P.T. POST STRUCT. GABLE END R.T. \A1;SIMPSON HUC28-2 \A1;R.T. @ 24" O.C.(2)2x8 DROPPED (2)2x8 DROPPED(2)2x8 DROPPED \A1;R.T. @ 24" O.C.(2)2x8 DROPPED \A1;(2)2x8 DROPPED \A1;1 {\H0.7x;\S3#4;}"x14" LSL FLUSH \A1;SIMPSON HUCQ1.81/11-SDS EA. END (2)2x4BM. PCKT. (2)2x4BM. PCKT. \A1;NOTE:\PFASTEN LSL FLUSH RIM BOARD TO CANT'D JOISTS w/ (1)SIMPSON A35 CLIP @ EA. JOIST (TYP.) \A1;DESIGN JOISTS UNDER OPT. FREE STANDING TUB FOR LL=50PSF + DL=20PSF (FOR POSSIBLE TILE) \A1;(2)2x8 \A1;(2)2x8 \A1;(2)1 {\H0.7x;\S3#4;}"x18" LVL HDR. \A1;{\LEXTERIOR GARAGE WALLS}:\P-2x4 SPF #2 GRADE @ 16" O.C.\P UP TO 11'-0" TALL.\P-2x4 SPF #2 @ 12" O.C. UP TO 13'-0" TALL. \A1;BLOCKED PANEL EDGES\A1;(SEE LATERAL BRACING NOTES) \A1;3" O.C. EDGE NAILING\A1;(SEE LATERAL BRACING NOTES) (2)2x8(2)2x8 \A1;W12x22 STL. BM. DROPPED \A1;3 {\H0.7x;\S1#2;}"x7" LVL POST \A1;BLOCKED PANEL EDGES\A1;(SEE NOTES) \A1;(SEE NOTES)\A1;(SEE LATERAL BRACING NOTES) S-4.12 S-4.15 \A1;(2)2x10 HDR. \A1;BLOCKED PANEL EDGES\A1;(SEE NOTES) ROOF TRUSSES @ 24" O.C. STRUCT. GABLE END ROOF GIRDER TRUSS MONO R.T. @ 24" O.C. METAL 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 S-2.0 STRUCTURAL PLAN - 1ST FLOOR (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2019 PulteGroup, Inc. PRODUCT MANAGERRICK STARKEYVERSION RELEASEDATE:05/10/2019 PROJECT TYPE Single Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Deer Valley 2107.300Home for * Market Home *, 7231-00200#22437 Towne Meadow Drive, Carmel, IN 460322x6 wall 08/16/22