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Ambleside - IN - Frankton - Master Struct - 2nd Flr Frame-S-2.1
METAL HANGER BEARING WALL AREA OF FLOO BEAM / HEADE INTERIOR BEA INTERIOR BRA INDICATES POS * INDICATES HOL LEGEND OR OSB SHEA REFER TO S-0 FOR TYPI DRAWN BY: AMK CHECKED BY: JGF DATE:10/22/21 M&K JOB #: 160-15003 REVISION # & DATE DESCRIPTION \A1;GIRDER DRAG TRUSS (350 PLF) \A1;FLOOR GIRDER TRUSS 2ND FLOOR FRAMING PLAN SCALE: 1/4"=1'-0" KITCHEN CENTER \A1;{\H0.83333x;3" O.C. EDGE NAILING \A1;{\H0.83333x;(SEE NOTES)}} S-2.0 A \A1;2x8 @ 16" O.C. \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;2x8 LEDGER FASTENED TO WALL STUDS w/(3) 12d NAILS @ 16 \A1;LADDER TRUSS \A1;\pxqr;(2)2x8 @ LANDING \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 (2)2x4 (2)2x4 \A1;PER ELEV. PA* \A1;\pxqc;5{\H0.7x;\S1#8;}"x12" P.T. GLB FLUSH BOTT \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. MA \A1;ADD'L. FLOOR TRUSS \A1;8'-6" \A1;W10x17 DROPPED \A1;3 {\H0.7x;\S1#2;}"x 5 {\H0.7x;\S1#4;}" PS \A1;3 {\H0.7x;\S1#2;}"x 5 {\H0.7x;\S1#4;}" PSL POST \A1;\pxql;PROVIDE WEB PACK-OUT (FULL HEIGHT & DEPTH OF WEB) \A1;HD-1 \PBELOW (2)2x4 (2)2x4 \A1;GLB MEMBERS TO MEET OR EXCEED THE FOLLOWING:\PFb= \A1;2x8 LEDGER FASTENED TO RIM w/ (3){\H0.7x;\S1# S-2.0 D \A1;\pxqc;5{\H0.7x;\S1#8;}"x12" P.T. GLB FLUS \A1;\pxqc;5{\H0.7x;\S1#8;}"x12" P.T. GLB FLUSH BOTTOM 1 \A1;PER ELEV. (2)2x4 \A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING) \A1;HD-1 \PBELOW \A1;FLOOR GIRDER TRUSS \A1;FLOOR GIRDER TRUSS \A1;FLOOR GIRDER TRUSS \A1;\pxqr;HANGER PER TRUSS MANUF. (2)2x4 (2)2x4 (2)2x4 S-2.0 B \A1;FLOOR GIRDER TRUSS OR (2)1{\H0.7x;\S3#4;}"x16" (2)2x4* (2)2x4* (2)2x4* 4x4 P.T. POST \A1;{\H1.25x;BLOCKED PANEL EDGES \A1;{\H1.25x;(SEE NOTES)}} PARTIAL 2ND FLOOR FRAMING PLAN SCALE: 1/4"=1'-0" ELEV. 3 \A1;4'-0{\H0.75x;\S1#2;}" \A1;16" F.T. U.N.O.\P(@ 24" O.C \A1;\A1;(2)\(A1;2x8 2)2x8 (2)2x8 2 \A1;(2)2x8 P.T. DROPPED 4x4 P.T. POST \A1;ROOF TRUSSES @ 24" O.C. \A1;SHEATHE INTERIOR FACE OF W (3)2x4* (3)2x4 POST ABOVE* PARTIAL 2ND FLOOR FRA SCALE: 1/4"=1'-0" ELEV. 4 \A1;40'-3{\H0.7x;\S1 \A1;3'-8{\H0.75x;\S \A1;(2)2x8 \A1;\pxqc;1{\H0. \A1;\pxqc;1{\ \A1;6'-0" \A1;BACK \A1;EXTEN S-2.1 A S-2.1 B \A1;(2)2x8 \A1;(2)1{\H0.7x \A1;16" F.T. U.N 3 \A1;HD-2 FROM ABOVE & (2)2x4 (3)2x4* POST ABOVE* (2)2x4 (2)2x4 \A1;{\H1.25x;BLOCK \A1;{\H1.25x;(SE \A1;(2)2x8 P.T. DR 4x4 P.T. POST \A1;SHEATHE INTE \A1;ROOF TRUSSES @ 24 4x4 P.T. POST \A1;HD-2 FROM AB \A1;40'-3{\\H0.A1;7x;4'-\0{S1#\H0.2;}75x;" FDN \S1#TO 2;FD }" \A1;3'-8{\H0.75x;\S1#2;}" PARTIAL 2ND FLOOR FRAMING PLAN SCALE: 1/4"=1'-0" ELEV. 5 \A1;16" F.T. U.N.O.\P(@ 24" O.C \A1;\A1;(2)\(A1;2x8 2)2x8 (2)2x8 4 4x4 P.T. POST \A1;{\H1.25x;BLOCKED PANEL EDGES \A1;{\H1.25x;(SEE NOTES)}} \A1;(2)2x8 P.T. DROPPED 4x4 P.T. POST \A1;ROOF TRUSSES @ 24" O.C. \A1;SHEATHE INTERIOR FACE OF W FLOOR TRUSSES - SEE PLAN \A1;PROVIDE RUNBACK PER PLANS & FASTEN CANT'D BEAM - SEE PLAN 2x EXTERIOR SHEAR WALL (SEE PLANS) CANT'D BEAM - SEE PLAN \A1;PROVIDE RUNBACK (PER PLAN) FOR FLUSH BEAM & FLOOR TRUSSES - SEE PLAN B PACK UP FLOOR @ CANT'D BAY TO MATCH FLOOR TRUSSES \A1;TRUSS MANUF. TO PROVIDE VERTICALS FOR BEAM ATTACHME LVL FLUSH\P- SEE PLAN 2x EXTERIOR SHEAR WALL (SEE PLANS) B SCALE: 3/4"=1'-0" SECTION @ CANTILEVERED BEAM A TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ EXTERIOR WALL SCALE: 3/4"=1'-0" \A1;{\H1.5x;2'-0" MAX.} x x x x \A1;{\H1.5x;6'-0" MIN.} x x x x x x x x x x x x SHIM SOLID IN BEAM POCKET (TYP.) PLOTTED: October 27, 2021 / Karl G. Kattermann / AMBLESIDE - IN - 2ND FLOOR FRAMING PLAN S-2.1 PRODU REV DATE # NOTE: INITI CURRE PLAN SHEET NPC P STAMP (c) C JL 04/30 09/24 20' Unit 2463 Indiana Division 11590 North Meridian Street, Suite 530 Carmel, Indiana 46032 08/10/22