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HomeMy WebLinkAboutS100.0\A1;(SEE NOTES)(2)2x6(2)2x6 END JOIST END JOIST \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;\pxql;{\LEXT. GARAGE WALLS:}\PSIDE WALLS:\P\pi-1,l1;- 2x4 SPF 'STUD' GRADE\P @ 16" o.c. UP TO 11'-0" TALL\P- @ 12" o.c. UP TO 12'-8" TALL\P- 2x4 SPF #2 GRADE\P\pi0,l0; @ 16" o.c. UP TO 13'-0" TALL\PFRONT WALLS:\P\pi-1,l1;- 2x4 SPF 'STUD' GRADE\P @ 16" o.c. UP TO 11'-10" TALL\P\pi0,l0;- 12" o.c. UP TO 13'-6" (2)2x8 (3)2x4* (2)2x8 (2)2x8 4x4 P.T. POST 4x4 P.T. POSTSTRUCTURAL GABLE END R.T. 4x4 P.T. POST (2)2x4 BM. POCKET(2)2x10 DROPPED (2)2x10 DROPPED(2)2x4 BM. POCKET STRUCTURAL GABLE END R.T.ROOF TRUSSES @ 24" O.C. \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- DOUBLE CANT'D JOIST (1)2x4 KING w/ (1)2x4 JACK EA. SIDE (3)2x4 (2)2x8R.T. @ 24" O.C. ROOF TRUSSES @ 24" O.C. \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS (CANT'D) -SERIES & SPACING PER MANUF.- \A1;PC 6 (30.0 k)(2)2x4 \A1;(4)2x4 \A1;(4)2x4 POST DOWN TO HEADER \A1;(2)1{\H0.7x;\S3#4;}"x24" LVL DROPPED (2)2x8 (2)2x8 \A1;OSB SHEATHING - P1\P(SEE NOTES)\A1;(2)2x4 \A1;(2)2x4 *POST ABOVEDOUBLE CANT'D JOIST \A1;(3) 1 {\H0.7x;\S3#4;}"x18" LVL OR (2)1{\H0.7x;\S3#4;}"x22" LVL \P OR W12x26 STEEL BEAM DROPPED CONT.(2)2x6 (3)2x4 *POST ABOVE \A1;3{\H0.7x;\S1#2;}"x5{\H0.7x;\S1#4;}" LVL POST REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES 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 \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;FASTEN COLUMN CAP TO LVL w/ (2)\P{\H0.7x;\S1#4;}" DIA x 3{\H0.7x;\S1#2;}" LONG OR {\H0.7x;\S1#2;\H1.4286x;" DIA X 3\H0.7x;\S1#2;\H1.4286x;" LONG} LAG SCREWS (2)2x8 \A1;(2) 1 {\H0.7x;\S3#4;}"x20" LVL FLUSH BOTTOM\P@11' PLATE HEIGHT\P \A1;(2) 1 {\H0.7x;\S3#4;}"x18" LVL FLUSH BOTTOM\P@9' PLATE HEIGHT (5)2x4 R.T. @ 24" O.C. \A1;OSB SHEATHING - P3\P(SEE NOTES) (5)2x4 R.T. @ 24" O.C. (2)2x8 \A1;5{\H0.7x;\S1#4;}"x5{\H0.7x;\S1#4;}" LVL POST (2)2x8 \A1;PROVIDE (3)2x4 CRIPPLE STUDS BETWEEN HIGH FLUSH BEAM & LOW FLUSH BEAM (2)2x8 (2)2x4 KING STUDS + (1)2x4 JACK STUD (2)2x4 (2)2x4(2)2x8 CONTINUOUS (3)2x4\A1;(2) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH\Pw/ LOW JOISTS FRMG. STEP FRMG. STEP \A1;11{\H0.7x;\S7#8;}" I-JOISTS (HIGH) -SERIES & SPACING PER MANUF.- END JOIST HIGH & LOW 2x6 @ 16" O.C. BALLOON FRAMED WALL F.J. @ OPT. OWNER SUITE \A1;SIMPSON BC46 CAP \A1;(2)2x10 DROPPED \A1;SIMPSON HUS210-2TF HANGER \A1;(2)2x12 DROPPED \A1;3" o.c. EDGE NAILING\A1;(SEE LATERAL BRACING NOTES) S-2.0STRUCTURAL PLAN - 1ST FLOOR (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc. PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:12/01/2017 PROJECT TYPEGARAGE LEFT SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Maplevalley 1039.300.00.CPMHome for * Market Home *, 5581-086004465 Evergreen Trail, Carmel, IN 4607401/18/19 Mike Sheeks