Loading...
HomeMy WebLinkAboutAmbleside - IN - Master Structural - 2nd Floor Framing-S-2.1METAL 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 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 PLANSCALE: 1/4"=1'-0"KITCHEN CENTER \A1;{\H0.83333x;3" O.C. EDGE NAILING\A1;{\H0.83333x;(SEE NOTES)}} S-2.0A \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" O.C. \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 OF PORTAL FRAME(2)2x4(2)2x4 \A1;PER ELEV. PA* \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 \A1;HD-1 \PBELOW (2)2x4(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 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-2.0B \A1;FLOOR GIRDER TRUSS OR (2)1{\H0.7x;\S3#4;}"x16" LVL FLUSH (2)2x4* (2)2x4* (2)2x4* \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.) 4x4 P.T. POST \A1;{\H1.25x;BLOCKED PANEL EDGES - BOTH SIDES\A1;{\H1.25x;(SEE NOTES)}} PARTIAL 2ND FLOOR FRAMING PLANSCALE: 1/4"=1'-0"ELEV. 3 \A1;4'-0{\H0.75x;\S1#2;}"\A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING) \A1;(2)2x8\A1;(2)2x8\A1;(2)2x8 2 \A1;(2)2x8 P.T. DROPPED 4x4 P.T. POST \A1;ROOF TRUSSES @ 24" O.C. \A1;SHEATHE INTERIOR FACE OF WALL PER BLOCKED PANEL EDGE NAILING SPEC. (3)2x4*(3)2x4POST ABOVE* PARTIAL 2ND FLOOR FRAMING PLANSCALE: 1/4"=1'-0"ELEV. 4 \A1;40'-3{\H0.7x;\S1#2;}" FDN TO FDN \A1;3'-8{\H0.75x;\S1#2;}"\A1;(2)2x8 \A1;\pxqc;1{\H0.7x;\S3#4;}"x11{\H0.7x;\S1#4;}" LVL FLUSH CANT'D\A1;\pxqc;1{\H0.7x;\S3#4;}"x16" LVL FLUSH w/SIMPSON MIU 1.81/11 HGRS EA. END. \A1;6'-0" MIN.\A1;BACK SPAN\A1;EXTEND RIM BOARD + 1{\H0.7x;\S3#4;}"x16" LVL S-2.1A S-2.1B \A1;(2)2x8\A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LVL \A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING) 3 \A1;HD-2 FROM ABOVE & HD-1 BELOW (2)2x4 (3)2x4*POST ABOVE*(2)2x4 (2)2x4 \A1;{\H1.25x;BLOCKED PANEL EDGES - BOTH SIDES\A1;{\H1.25x;(SEE NOTES)}} \A1;(2)2x8 P.T. DROPPED 4x4 P.T. POST \A1;SHEATHE INTERIOR FACE OF WALL PER BLOCKED PANEL EDGE NAILING SPEC. \A1;ROOF TRUSSES @ 24" O.C.4x4 P.T. POST \A1;HD-2 FROM ABOVE. WRAP AROUND HEADER AS REQ'D \A1;40'-3{\H0.7x;\S1#2;}" FDN TO FDN\A1;4'-0{\H0.75x;\S1#2;}" \A1;3'-8{\H0.75x;\S1#2;}" PARTIAL 2ND FLOOR FRAMING PLANSCALE: 1/4"=1'-0"ELEV. 5 \A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING) \A1;(2)2x8\A1;(2)2x8\A1;(2)2x8 4 4x4 P.T. POST \A1;{\H1.25x;BLOCKED PANEL EDGES - BOTH SIDES\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 WALL PER BLOCKED PANEL EDGE NAILING SPEC. FLOOR TRUSSES - SEE PLAN \A1;PROVIDE RUNBACK PER PLANS & FASTEN TO TRUSS VERTICALS PER PLANS CANT'D BEAM - SEE PLAN 2x EXTERIOR SHEAR WALL (SEE PLANS) CANT'D BEAM - SEE PLAN \A1;PROVIDE RUNBACK (PER PLAN) FOR FLUSH BEAM & FASTEN TO TRUSS VERTICALS w/ (4) {\H0.7x;\S1#4;}" DIA. x 4{\H0.7x;\S1#2;}" LONG SIMPSON SDS SCREWS (6" LONG @ 3-PLY MEMBERS) FLOOR TRUSSES - SEE PLANBPACK UP FLOOR @ CANT'D BAY TO MATCH FLOOR TRUSSES\A1;TRUSS MANUF. TO PROVIDE VERTICALS FOR BEAM ATTACHMENT @ BAY WINDOW LVL FLUSH\P- SEE PLAN 2x EXTERIOR SHEAR WALL (SEE PLANS) BSCALE: 3/4"=1'-0"SECTION @ CANTILEVERED BEAMATYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ EXTERIOR WALLSCALE: 3/4"=1'-0" \A1;{\H1.5x;2'-0" MAX.} xxxx \A1;{\H1.5x;6'-0" MIN.} xxxx xxxx xxxx SHIM SOLID IN BEAM POCKET (TYP.) PLOTTED: September 19, 2022 / Victoria Franzen / AMBLESIDE - IN - MASTER STRUCTURAL - 2ND FLOOR FRAMING.DWG2ND FLOOR FRAMING PLANS-2.1 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