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HomeMy WebLinkAboutAmbleside - IN - Master Structural - 2nd Floor Framing-S-2.0(2)2x4 \A1;FLOOR GIRDER TRUSS\A1;{\H0.83333x;3" O.C. EDGE NAILING\A1;{\H0.83333x;(SEE NOTES)}} S-2.0A \A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING) \A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING) \A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING) (2)2x4 (3)2x4 (3)2x4 L L \A1;LADDER TRUSS \A1;{\H0.83333x;PORTAL FRAME\A1;{\H0.83333x;(SEE DETAIL A/S-5.0)}} \A1;(2)1{\H0.7x;\S3#4;}"x16" LVL CONT. FULL WIDTH OF PORTAL FRAME(2)2x4(2)2x4 \A1;PER ELEV. \A1;GIRDER DRAG TRUSS (350 PLF) \A1;FLOOR GIRDER TRUSS OR (2)1{\H0.7x;\S3#4;}"x16" LVL FLUSH \A1;\pxqc;5{\H0.7x;\S1#8;}"x12" P.T. GLB FLUSH BOTTOM \A1; 2x8 P.T. D.J. @ 16" O.C. \A1;SIMPSON HUC310-2 HANGER (TYP. EA. END) \A1;FLOOR TRUSS \A1;16 "TOP CHORD BRG. F.T. U.N.O.\P(@ 24" O.C. MAX SPACING) \A1;ADD'L. FLOOR TRUSS \A1;8'-6" \A1;W10x17 DROPPED \A1;3 {\H0.7x;\S1#2;}"x 5 {\H0.7x;\S1#4;}" PSL POST\A1;3 {\H0.7x;\S1#2;}"x 5 {\H0.7x;\S1#4;}" PSL POST (2)2x4\A1;(1)1{\H0.7x;\S3#4;}"x16" LVL FLUSH \A1;\pxql;PROVIDE WEB PACK-OUT (FULL HEIGHT & DEPTH OF WEB) 12" LONG CENTERED ON GLU-LAM BEAM & FASTEN w/ (2) {\H0.7x;\S1#2;}" DIA. THRU BOLTS @ 6" O.C. (MIN 4 SCREWS/PACKOUT)\P\pq*;FASTEN GLU-LAM BEAM TO WEB PACK-OUT w/ SIMPSON HTS2 STRAP TIE ON EACH FACE OF GLU-LAM BEAM. (TYP.) \A1;HD-1 \PBELOW (2)2x4 \A1;HD-1 \PBELOW (2)2x4 \A1;GLB MEMBERS TO MEET OR EXCEED THE FOLLOWING:\PFb=2400 PSI, Fv=265 PSI, E=1.8x10^6 PSI; SP/SP (TYP.) \A1;2x8 LEDGER FASTENED TO RIM w/ (3){\H0.7x;\S1#4;}" DIA.x3{\H0.7x;\S1#2;}" LONG SIMPSON SDS SCREWS @ 16" O.C.S-2.0D \A1;\pxqc;5{\H0.7x;\S1#8;}"x12" P.T. GLB FLUSH BOTTOM CANT'D\A1;\pxqc;5{\H0.7x;\S1#8;}"x12" P.T. GLB FLUSH BOTTOM CANT'D \A1;PER ELEV. PA* \A1;SIMPSON HU416 HANGER S-2.0B (2)2x4* (2)2x4* (2)2x4*(2)2x4 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 2x INTERIOR GYPSUM WALL FASTENED PER PLANS\A1;FASTEN SOLE PLATE TO 2x4 RIBBON w/ 12d NAILS @ 6" O.C. \A1;FASTEN BOTTOM CHORD OF DRAG TRUSS TO TOP PLATE w/ 10d NAILS @ 6" O.C. 2x INTERIOR GYPSUM WALL FASTENED PER PLANS\A1;FASTEN SOLE PLATE TO 2x4 RIBBON w/ 12d NAILS @ 6" O.C. \A1;FASTEN BOTTOM CHORD OF DRAG TRUSS TO TOP PLATE w/ 10d NAILS @ 6" O.C. 2x INTERIOR GYPSUM WALL FASTENED PER PLANS2x INTERIOR GYPSUM WALL FASTENED PER PLANS 2x INTERIOR GYPSUM WALL FASTENED PER PLANS\A1;FASTEN SOLE PLATE TO 2x4 RIBBON w/ 12d NAILS @ 6" O.C. \A1;FASTEN BOTTOM CHORD OF DRAG TRUSS TO TOP PLATE w/ 10d NAILS @ 6" O.C. 2x INTERIOR GYPSUM WALL FASTENED PER PLANS\A1;FASTEN SOLE PLATE TO 2x4 RIBBON w/ 12d NAILS @ 6" O.C. \A1;FASTEN BOTTOM CHORD OF DRAG TRUSS TO TOP PLATE w/ 10d NAILS @ 6" O.C. 2x INTERIOR GYPSUM WALL FASTENED PER PLANS2x INTERIOR GYPSUM WALL FASTENED PER PLANS ASCALE: 3/4"=1'-0"SEPARATION WALL @ FLOOR TRUSSESPARALLEL FRAMINGSCALE: 3/4"=1'-0"SHEAR TRANSFER DETAIL\P@ INTERIOR SHEAR WALLPARALLEL FRAMINGB FLOOR TRUSSES\P(SEE PLAN)FASTEN BOTTOM CHORD OF DRAG TRUSS TO DBL. TOP PLATE w/ (1) SIMPSON A35 CLIP @ 12" o.c. \A1;FASTEN FLOOR SHTG. \PTO DRAG TRUSS w/\P2{\H0.7x;\S3#8;}"x 0.113" NAILS @ 3" O.C.DRAG TRUSS\P(SEE PLAN FOR DRAG CAPACITY REQ'D) SHEARWALL BELOW SCALE: 3/4"=1'-0"SHEAR TRANSFER DETAIL\P@ INTERIOR SHEAR WALLPARALLEL FRAMINGC FLOOR SYSTEM\P(SEE PLAN)SHEARWALL BELOW DRAG TRUSS \P- SEE PLAN FASTEN BOTTOM CHORD OF DRAG TRUSS TO DBL. TOP PLATE w/ \P8d @ 6" O.C. \A1;FASTEN SHTG. TO TOP CHORD OF DRAG TRUSS w/ 8d NAILS @ 6" o.c. DSECTIONSCALE: 3/4"=1'-0" {\Farchquik|c0;FLOOR TRUSSES\P-SEE PLANS} \A1;STEP PER ARCH{\Farchquik.shx;GALV. SIMPSON LUS210 (TYP.)} {\Farchquik|c0;DECK JOISTS -SEE PLANS} {\Farchquik.shx;SLOPE DECK PER ARCH.}2x EXTERIOR WALLFLOOR LADDER TRUSS W/ VERTICALS @ 24" o.c. (MAX.) {\Farchquik|c0;GLULAM BEAM\P-SEE PLANS}\A1;2x8 P.T. DECK LEDGER - ATTACH TO 2x6 BLOCKING W/ (3)12d NAILS & (2) {\H0.7x;\S1#2;}" DIA. x 4" LONG LAG SCREWS @ EACH VERTICAL\P(24" o.c. MAX.)2x6 FLAT VERTICAL BLOCKING FASTENED TO LADDER TRUSS TOP AND BOTTOM CHORDS w/ \P(4) 12d TOENAILS @ TOP & BOTTOM OF BLOCKING DRAWN BY: AMK CHECKED BY: JGF DATE:10/22/21 M&K JOB #: 160-15003 REVISION # & DATE DESCRIPTION \A1;{\H0.83333x;(2)1 \H0.7x;\S3#4;\H1.42857x;"x16" LVL WIND BEAM} (3)2x4 (2)2x4 \A1;(2)2x6 \A1;SIMPSON HUC310-2 HANGER (TYP. EA. END) \A1;FLOOR TRUSS\A1;3 {\H0.7x;\S1#2;}"x 5 {\H0.7x;\S1#4;}" PSL POST \A1;\pxqc;5{\H0.7x;\S1#8;}"x12" P.T. GLB FLUSH BOTTOM CANT'D\A1;(2)2x6 \A1;(2)2x6 \A1;{\H0.83333x; } (2)2x4 (2)2x4 \A1;FLOOR GIRDER TRUSS OR (2)1{\H0.7x;\S3#4;}"x16" LVL FLUSH \A1;(1)1{\H0.7x;\S3#4;}"x16" LVL FLUSH PA* (2)2x4* (2)2x4* (2)2x4*(2)2x4 \A1;SIMPSON LS90 CLIP \A1;SIMPSON LS90 CLIP \A1;(2)2x6 (3)2x4 (2)2x4 \A1;SIMPSON HUC310-2 HANGER (TYP. EA. END) \A1;FLOOR TRUSS\A1;3 {\H0.7x;\S1#2;}"x 5 {\H0.7x;\S1#4;}" PSL POST \A1;\pxqc;5{\H0.7x;\S1#8;}"x12" P.T. GLB FLUSH BOTTOM CANT'D \A1;(2)2x8 4x4 P.T. POST \A1;(2)2x10 P.T. DROPPED \A1;2x8 DECK JOISTS \P@ 16" O.C. 4x4 P.T. POST 4x4 P.T. POST4x4 P.T. POST \A1;{\H0.83333x; } (2)2x4 (2)2x4 \A1;FLOOR GIRDER TRUSS OR (2)1{\H0.7x;\S3#4;}"x16" LVL FLUSH \A1;(1)1{\H0.7x;\S3#4;}"x16" LVL FLUSH PA* (2)2x4* (2)2x4* (2)2x4*(2)2x4 \A1;{\H0.83333x;(2)1 \H0.7x;\S3#4;\H1.42857x;"x16" LVL WIND BEAM} \A1;SIMPSON LS90 CLIP \A1;SIMPSON LS90 CLIP PARTIAL 2ND FLOOR FRAMING PLANSCALE: 1/4"=1'-0"END UNIT SIDE ENTRYKITCHEN REAR SHOWN1KITCHEN CENTER SIM. PARTIAL 2ND FLOOR FRAMING PLANSCALE: 1/4"=1'-0"END UNIT2KITCHEN REAR SHOWNKITCHEN CENTER SIM. 2ND FLOOR FRAMING PLANSCALE: 1/4"=1'-0"KITCHEN REAR3 PLOTTED: September 19, 2022 / Victoria Franzen / AMBLESIDE - IN - MASTER STRUCTURAL - 2ND FLOOR FRAMING.DWG2ND FLOOR FRAMING PLANS-2.0 PRODUCTION MANAGER DATE / DESCRIPTIONREV # NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS INITIAL RELEASE DATE:CURRENT RELEASE DATE: PLAN NAME SHEETNPC PLAN NUMBER STAMP (c) Copyright Pulte Home Corporation - 2022 JL04/30/1709/24/21 20' Unit 2463 Indiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 4603210/10/22