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HomeMy WebLinkAboutS-2.0 Structural Plan - 1st Floor (IN Code)\A1;SIMPSON HGUS5.50/14 HANGER OR SIMPSON HGUS414 @ 24" LVL\P@ STEEL BEAMS: PROVIDE SHOP FABRICATED DOUBLE ANGLE BOLTED SHEAR CONNECTION \A1;(2)1{\H0.7x;\S3#4;}"x24" LVL DROPPED\POR W12x26 DROPPED (2)2x6(2)2x6 END JOIST END JOIST \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- (2)2x8 (3)2x4*4x4 P.T. POST 4x4 P.T. POST (2)2x10 DROPPEDROOF TRUSSES @ 24" O.C. (2)2x8\A1;FASTEN 1{\H0.7x;\S1#8;}" OSB RIM BOARD TO CANT'D JOISTS w/ (1)SIMPSON A35 CLIP @ EA. JOIST \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;(SEE NOTES) DOUBLE CANT'D JOIST (2)2x4 *POST ABOVE (2)2x4 (2)2x4 DOUBLE CANT'D JOIST (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) \A1;(2)2x12 DROPPED (2)2x4 (2)2x4(2)2x4 (2)2x4 ROOF TRUSSES @ 24" O.C. \A1;3{\H0.7x;\S1#2;}"x7" LVL POST \A1;OSB SHEATHING - P1\P(SEE NOTES)(2)2x6 \A1;(2)2x12 DROPPED (3)2x4 *POST ABOVE \pxi-3,l4,t4;DBL. JOIST CANT'D (2)2x10 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.- (3)2x4 (2)2x8(2)2x8(2)2x8 (2)2x8 (5)2x4 (2)2x8 CONTINUOUS(2)2x4 KING STUDS + (1)2x4 JACK STUD(2)2x4 (2)2x4 (2)2x8 CONTINUOUS(2)2x4 KING STUDS + (1)2x4 JACK STUD(2)2x4 (2)2x4 (2)2x6(2)2x8 (2)2x8 ROOF TRUSSES @ 24" O.C. 2x4 @ 16" O.C. BALLOON FRAMED WALL @ OPT. VAULTED CEILING \A1;(2) 1 {\H0.7x;\S3#4;}"x18" LVL FLUSH BOTTOM \A1;(SEE NOTES)(5)2x4 2x4 SPF #2 GRADE STUDS @ 12" O.C. BALLOON FRAMED WALL2x4 @ 16" O.C. BALLOON FRAMED WALL (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 \A1;(2)2x10 DROPPED \A1;SIMPSON HUS210-2TF HANGER \A1;BLOCKED PANEL EDGES\A1;(SEE LATERAL BRACING NOTES) \A1;BLOCKED PANEL EDGES\A1;(SEE LATERAL BRACING NOTES) \A1;BLOCKED PANEL EDGES\A1;(SEE LATERAL BRACING NOTES) (2)2x8 \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 \A1;(3) 1 {\H0.7x;\S3#4;}"x18" LVL OR (2)1{\H0.7x;\S3#4;}"x24" LVL \P OR W12x26 STEEL BEAM DROPPED CONT. \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;(2)2x12 DROPPED\A1;3" o.c. EDGE NAILING\A1;(SEE LATERAL BRACING NOTES) 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 GARAGE LEFT SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Maplevalley 1039.300Home for * Market Home *, 7774-00200#414575 MAULDIN ST, Carmel, IN 4607408/22/22