Loading...
HomeMy WebLinkAboutAmbleside - IN - Frankton - Master Struct - 3rd Flr Frame-S-3.13RD FLOOR FRAMING PLAN SCALE: 1/4"=1'-0" KITCHEN CENTER S-3.1 A \A1;{\H0.83333x;2'-0" OPG. w/ \P2x4 FLAT BLKG. \ \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) \A1;DROPPED 2x8 LANDING \P(w/ SIMPSON LUS28 HANGERS)\P(SEE DETAI (2)2x4 (2)2x4 \A1;(2)2x8 \A1;PER ELEV. \A1;2x8 LEDGER FASTENED TO WALL STUDS w/(3) 12d NAILS @ 16" O.C \A1;GIRDER TRUSS \A1;GIRDER TRUSS \A1;SIMPSON HUS210-2 \P(TYP. OF 2, P= 1000#) \A1;(2)2X10 FLUSH BOTTOM \A1;\pxt16;TOP CHORD BRG. GIRDER TRUSS \A1;GIRDER TRUSS \A1;{\H0.83333x;3" O.C. EDGE NAILING BOTH SIDES \A1;{\H0.83333x;(SEE NOTES)}} \A1;(2)2X8 \A1;\pxt16;16" LADDER FLOOR TRUSS \A1;\A1;PER PER ELEV. ELEV. \A1;(2)2X8 CONT. \A1;\pxqc;(2)2x4 KINGS + (1)2x4 JACK (2)2x4 (2)2x4 \A1;SHEATHE INTERIOR FACE OF WALL PER 3" O.C. EDGE NA 1 \A1;END TRUSS S-3.1 B \A1;(2)2x8 \A1;(2)2X10 FLUSH BOTTOM \A1;{\H0.83333x;SHEATHING PER \A1;{\H0.83333x;ELEVATION}} (2)2x4 (2)2x4 (2)2x4 \A1;TOP CHORD BRG. 16" F.T. U.N.O.\P(@ 24" O.C. MAX SPA \A1;SIMPSON HUC28-2 TO SIDE OF POST\P(TYP. OF 2) METAL HANGER BEARING WALL AREA OF FLOO BEAM / HEADE INTERIOR BEA INTERIOR BRA INDICATES PO * INDICATES HO LEGEND OR OSB SHEA REFER TO S-0 FOR TYPI A SCALE: 3/4"=1 SEPARATION WAL PARALLEL 2x INTER \A1;FAST \A1;FASTEN BOTTO 2x INTERIOR GYPS \A1;FASTEN SOLE \A1;FAST 2x INTERIOR 2x INTER GYPS 2x INTER \A1;FAST \A1;FASTEN BOTTO 2x INTERIOR GYPS \A1;FASTEN SOLE \A1;FAST 2x INTERIOR 2x INTER GYPS DETAIL @ DROPP SCALE: 3/4"=1 B 2x JOIST 2x LEDGER END/GIRDER TRUS FLOOR GIRDER TRU \A1;PROVI DRAWN BY: AMK CHECKED BY: JGF DATE:10/22/21 M&K JOB #: 160-15003 REVISION # & DATE DESCRIPTION PARTIAL 3rd FLOOR FRAMING PLAN SCALE: 1/4"=1'-0" ELEV. 3 \A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX (3)2x4 (2)2x8 CONT. (3)2x4 (2)2x8 CONT. \A1;{\H1.25x;BLOCKED PANEL EDGES - BOT \A1;{\H1.25x;(SEE NOTES)}} 2 \A1;SHEATHE INTERIOR FACE OF WALL PE PARTIAL 3rd FLOOR FRAMING PLAN SCALE: 1/4"=1'-0" ELEV. 4 \A1;40'-3{\H0.7x;\S1#2;}" FDN TO FDN \A1;TYP. (2)2x4 \A1;(2)2x8 \A1;(2)2x8 CONT. \A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX \A1;HD-2 TO BELOW (3)2x4 (2)(2)2x4 2x4 \A1;\pxqc;(2)2x4 KINGS + (1)2x4 JA \A1;ROOF TRUSSES (3)2x4 \A1;{\H0.83333x;(2)1 \H0.7x;\S3#4; \A1;{\H1.25x;BLOCKED PANEL EDGES - BOTH \A1;{\H1.25x;(SEE NOTES)}} \A1;SHEATHE INTERIOR FACE OF WALL PER 3 4 \A1;HD-2 TO BELOW \A1;40'-3{\H0.7x;\S1#2;}" FDN TO FDN PARTIAL 3rd FLOOR FRAMING PLAN SCALE: 1/4"=1'-0" ELEV. 5 \A1;ROOF TRUSSES \A1;(2)2x8 CONT. (2)(2)2x4 2x4 \A1;\pxqc;(2)2x4 KINGS + (1)2x4 JA \A1;{\H1.25x;3" O.C. EDGE NAILING \A1;{\H1.25x;(SEE NOTES)}} \A1;(2)2x8 \A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX 4 HOLDOWN SCHEDULE SYMBOL SPECIFICATION \A1;* ANCHOR HOLDOWN UTI {\LALTERNATIVE TO SSTB24 \pxt26;SIMPSON STHD14RJ HD-1 SIMPSON HTT4 HOLDOWN * - OR - HD-2 SIMPSON MSTC40 STRAP TIE PLOTTED: October 27, 2021 / Karl G. Kattermann / AMBLESIDE - IN - 3RD FLOOR FRAMING PLAN S-3.1 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