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HomeMy WebLinkAboutS100.0\A1;(SEE NOTES) \A1;3" o.c. EDGE NAILING \A1;(SEE NOTES) 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 JAM INDICATES HOLDOWN BELOW. LEGEND OR OSB SHEATHING (2)2x4 \A1;11 7/8" I-JOIST - SERIES & SPACING \A1;11 7/8" I-JOIST - SERIES & SPACI \A1;11 7/8" I-JOIST - S (2)2x6 (4)2x6 \A1;DOUBLE JOIST CANT'D ROOF TRUSSES @ 24" O.C. \A1;11 7/8" I-JOIST - SERIES \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7 \A1;(1)1{\H0.7x;\S3#4;}"x1 (2)2x4 (2)2x10 \A1;11 7/8" I-JOIST - SERIES & \A1;2x8 JOISTS (LOW @ LANDING) (2)2x8 FLUSH @ LANDING \A1;{\Farchqwiku|c0;2x8 LEDGER \A1;OPEN TO ABOVE \A1;11 7/8" I-JOIST - SERIES & END JOIST \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S \A1;\pxql;{\Farchqwiku|c0;SIMPSON U410 \A1;{\Farchqwiku|c0;SIMPSON HUS1.8 \A1;{\Farchqwiku|c0;FASTEN J (2)2x4 \A1;(2)2x6 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0 \A1;{\Farchqwiku|c0;SIMPSON HUS \A1;\pxql;{\Farchqwiku|c0;SEE DETAI (2)2x6 (2)2x4 \A1;(2)1 {\H0.7x;\S3#4;}"x11 {\H0. (2)2x8 FLUSH @ LNDG. (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8 ROOF TRUSSES @ 24" O.C. \A1;STRUCT. GABLE END ROOF TRUSS \A1;(2)2x10 DROPPED 4x4 P.T. POST \A1;(2)2x10 DROPPED 4x4 P.T. POST \A1;(2)1 {\H0.7x;\S3#4;}"x7 {\H0.7x;\S (3)2x4 (2)(2)2x8 2x8 (2)(2)2x8 (2)2x8 2x8 \A1;(2)2x8 DROPPED \A1;(2)1{\H0.7x;\S3#4; (2)2x4 (2)2x4 (2)2x4 (2)2x4 (2)2x6 BM PCKT \A1;2x6 SPF #2 GRADE BALLOON FRAMED\P@ 16" O (2)2x4 BM PCKT (1)2x6 KING + (1)2x6 JACK EA. SIDE OF KING (1)2x6 KING + (1)2x6 JACK EA. SIDE OF KING (1)2x6 KING + (1)2x6 JACK EA. SIDE OF KING (2)2x4 (2)2x8 CONT. (2)2x8 DROPPED \pxql;(2)2x4 BM. P \A1;ROOF TRUSSES @ \A1;ROOF TRUSSES P.A. (2)2x8 \A1;11 7/8" I-JOIST -SERIES & \A1;(2)1{\H0.7x;\S3# VALLEY TRUSS OVERFRAMING @ 24" O.C. \A1;11 7/8" I-JOIST -SERI (2)2x6 (5)2x4 \A1;ROOF TRUSSES @ 4x4 P.T. POST \A1;{\Farchqwik (2)2x4 (3)2x4 (3)2x4 \A1;(2) 1 {\H0.7x;\S3#4; \A1;ROOF TRUSSES @ 2 \A1;PC4\P(14.6K) (2)2x8 (2)2x8 (2)2x8 4x4 P.T. POST \A1;ROOF TRUSSES @ (2)2x8 DROPPED \A1;(2)2x10 DROPPED \A1;(3)1{\H0.7x;\S3#4;}"x20" LVL OR (2)1 \A1;{\LEXTERIOR G \A1;BLOCKED \A1;(SEE LA \A1;4.0 (2)2x4 \A1;(SEE DETAIL B/S-4.0) * * * * * S-2.0 STRUCTURAL PLAN - 1ST FLOOR (IN CODE) Midwest Zone Office 1900 Golf Road - Suite 300 Schaumburg, Illinois 60173 (c) C PRODU Rick VERSI DATE: 05/ PROJE Single Family SHEE PLAN SPEC NPC C ---- Allison II 2377.300 Home for * Market Home *, 7261-10200 14173 Atlas Court, Carmel, IN 46074 04/08/21