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HomeMy WebLinkAboutAllison II Model - Structural Plans - IN - AMBM - Lot 03-S-2.0METAL 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;(2)1{\H0.7x;\S3#4;}"x16" LVL DROPPED (CONT.) \A1;PORTAL FRAME\A1;(SEE DETAIL A/S-4.0) \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) (2)2x4 \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.-(LOW) \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.-\A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.-(2)2x6(4)2x6 \A1;DOUBLE JOIST CANT'D ROOF TRUSSES @ 24" O.C. \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.-(LOW) \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH (2)2x4 (2)2x6 @ OPT. DOOR \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.- \A1;2x8 JOISTS (LOW @ LANDING)(2)2x8 FLUSH @ LANDING \A1;{\Farchqwiku|c0;2x8 LEDGER @ LANDING FASTENED TO WALL w/ (4)10d NAILS @ EACH STUD (16" O.C. MAX.)} \A1;OPEN TO ABOVE \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.- (CANT'D) END JOIST \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH\A1;\pxql;{\Farchqwiku|c0;SIMPSON U410 HANGER} \A1;{\Farchqwiku|c0;SIMPSON HUS1.81/10\PHANGER} \A1;{\Farchqwiku|c0;FASTEN JOIST HANGERS TO SINGLE PLY FLUSH BEAMS w/ 1\H0.7x;\S1#2;\H1.4286x;" LONG NAILS (TYP.)} (2)2x4 \A1;(2)2x6 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH \A1;{\Farchqwiku|c0;SIMPSON HUS1.81/10\PHANGER} \A1;\pxql;{\Farchqwiku|c0;SEE DETAIL A/S-2.0} (2)2x6 \A1;(2)1 {\H0.7x;\S3#4;}"x11 {\H0.7x;\S7#8;}" LVL FLUSH(2)2x8 FLUSH @ LNDG. (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8ROOF TRUSSES @ 24" O.C.\A1;STRUCT. GABLE END ROOF TRUSS \A1;(2)2x10 DROPPED4x4 P.T. POST \A1;(2)2x10 DROPPED4x4 P.T. POST (3)2x4 (2)2x8(2)2x8(2)2x8 (2)2x8 \A1;(2)2x8 DROPPED (2)2x4 (2)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH \A1;11 7/8" I-JOIST -SERIES & SPACING SPEC. BY MANUF.- (CANT'D) \A1;ROOF TRUSSES @ 24" O.C. \A1;ROOF TRUSSES @ 24" O.C. \A1;ROOF TRUSSES @ 24" O.C. P.A.* (2)2x8 \A1;11 7/8" I-JOIST -SERIES & SPACING SPEC. BY MANUF.- (CANT'D @ FRONT) \A1;(2)1{\H0.7x;\S3#4;}"x16" LVL DROPPED (CONT.) (3)2x4 \A1;{\Farchqwiku|c0;FASTEN 1\H0.7x;\S1#8;\H1.4286x;" OSB RIM BOARD TO CANT'D JOISTS w/ (1)SIMPSON A35 CLIP @ EA JOIST} (2)2x4 (3)2x4* \A1;DBL. END JOIST (CANT'D)\A1;PC4\P(14.6K) (3)2x4 4x4 P.T. POST\A1;ROOF TRUSSES @ 24" O.C.STRUCTURAL GABLE END R.T. 4x4 P.T. POST \A1;ROOF TRUSSES @ 24" O.C. 4x4 P.T. POST (2)2x10 DROPPED \A1;\pxql;SIMPSON LUS210-2 HANGER(2)2x10 DROPPED (2)2x8 \pxql;(2)2x4 BM. PCKT.(2)2x10 DROPPED (2)2x6 \pxql;(2)2x4 BM. PCKT. \A1;(2)2x12 CONT. FULL WIDTH OF PORTAL FRAME (3)2x4 (2)2x6 BM PCKT \A1;2x6 SPF #2 GRADE BALLOON FRAMED\P@ 16" O.C. (SEE NOTES) (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\A1;\pxql;OSB RIM (CANT'D) (2)2x10 DROPPED \A1;\pxql;SIMPSON HUC210-2TF HANGER \pxql;(2)2x4 BM. PCKT. (2)2x8 CONT. \A1;(2)2x10 DROPPED \A1;(3)1{\H0.7x;\S3#4;}"x20" LVL OR (2)1{\H0.7x;\S3#4;}"x22" LVL FLUSH TOP (2)2x8 (2)2x4 (2)2x4 \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;3" O.C. EDGE NAILING\A1;(SEE LATERAL BRACING NOTES) (2)2x12 DROPPED AMITERED STAIR STRINGER DETAIL @ 2nd FLOOR \A1;(6) {\H0.7x;\S3#8;}" DIA. x 5" LONG LAG\PSCREWS EA. SIDE.\PCOUNTERSINK HEADS\P{\H0.7x;\S1#4;}" MAXIMUM \A1;2"\PMIN.\P(TYP.) \A1;\A1;1{\H0.7x;\S1#2;}" MIN.\PEDGE DIST.\A1;(1) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL\P@ LANDING EA.\PSIDE OF STRINGER \A1;5" MIN.\P(DO NOT\POVERCUT!) \A1;1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL STRINGER\PCUT AS SHOWN\P(SANDWICHED BETWEEN\PUPPER LVL'S AT LANDING) NOTE: PROTECT LVL'S\PFROM THE ELEMENTS\PPRIOR TO AND AFTER\PINSTALLATION NOTE !!\PAPPLY CONSTRUCTION ADHESIVE TO EACH PLY - COVER ENTIRE SURFACE w/ ADHESIVE \A1;3" (COOR. w/\PARCH. DWGS.) (2)2x4 POST copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 04-27-22 SDI LAN 125-16012 Allison II Model - 2377Ambleside Manor - Lot 03Midwest Zonesheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest ZoneBase - 18 psf Roof Live2nd Floor Framing PlanS-2.02ND FLOOR FRAMING PLAN1SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 08/12/22