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DIAPHRAGM BOUNDARY --2x4 VENTED BLMG W/12d SHEATHING PER PLAN-- -- DIAPHRAGM SHEATHING PER PLAN <br /> NAILING TOENAILS Q 6 oc DIAPHRAGM BOUNDARY <br /> VALLEY OVERFRAMING - BOUNDARY NAILING - <br /> (2)12d EA.OUTRIGGER 2x4 OUTRIGGERS Q 2'-0"oc PER TRUSS MFR.OR NAILING 2x4 FLAT ALIGNED W/2x4 <br /> SHEATHE OR BRACE TOP SHEATHING PER PLAN PLAN NOTES BRACE-PROVIDE ROOF — <br /> VALLEY OVERFRAMING- — DIAPHRAGM BOUNDARY SHTG EDGE NAILING (2)12d NAILS �-- <br /> CHORD PER TRUSS MFR. % PER TRUSS MFR.OR NAILING EA.END Q-- <br /> • PLAN NOTES <br /> OVERFRAMING /B /. <br /> NAILING 'I -- - <br /> AS REO'D PER 12d Q 6"oc - <br /> TRUSS MFR OR 2x PONY WALL TO HIGH ROOF 2x4 FLAT OUTRIGGERS 2x4 OUTRIGGERS Q 2'4"0c <br /> PLAN NOTES SHEATHE AND NAIL PER Pi-6 / .DIAPHRAGM BOUNDARY , --- SHEATHING PER PLAN Mom' PANEL EDGE NAILING 1 GABLE END TRUSS w/STUDS <br /> 24 <br /> (SEE 1/SO6) 1 24'oc-NOTCHED FOR_ - (22�z"x8'-0"ACCESS HOLE) Q <br /> 1 I. (3)12d TOENAILS OUTRIGGERS DESIGN FOR <br /> • _ - 15Psf WIND LOAD l <br /> END TRUSS w/STUDS Q � <br /> \ R WALL / T 1 : 24 oc NOTCHED FOR <br /> —ADD'L STRUT TRUSS OVE -- ! <br /> OUTRIGGERS <br /> ` OFFSET TRUSS LOAD <br /> STUDS PER ARCH'L(DRAG SHEATHING PER PLAN ', TRUSSES PER PLAN / ` ~ PANEL EDGE NAILING <br /> DESIGN FOR 15 sf <br /> \ T \ P <br /> ADD'L STRUT TRUSS OVER WALL --„ VERTICALS FOR TOP � LOAD=160 PLF I � I.. <br /> W2x8 BOTT.CHORD AND STUDS TRUSSES PER PLAN ) (22'i'x8'-0"ACCESS HOLE) WIND LOAD 2x4 BRACING Q 8'-0"oc <br /> FLANGE HANGER GIRDER TRUSS PER PLAN W/A34 EA,END <br /> PER ARCH'L(DRAG LOAD=160 PLF) 12d TOENAILS Q 6"oc <br /> SISTER ADD'L 2x8 TO TRUSS BOTT. 12d TOENAILS Q 6"oc TRUSSES PER PLAN - TRUSSES PER PLAN A35 Q 24 oc �TT <br /> CHORD W/(2)12d Q 12"ac \ .1■ .L <br /> HANGERS PER TRUSS MFR HEADER PER PLAN HEADER PER PLAN <br /> SHEAR WALL EDGE NAILING HANGERS PER---- - - ERE OCCURS <br /> USP FWH28 HANGERS TRUSS MFR. GIRDER TRUSSES PER PLAN (MERE ) (WHERE OCCURS) <br /> TO TRUSS SOTT.CHORD —2x STUD WALL PER PLAN 2x STUD WALL PER PLAN ENGINEERING P.S. <br /> 2x STUD WALL CON TOP PLATE <br /> OVER PARTY WALL SHEATHING PER 11806 - 2x4 BLKG Q 48"oc PER PLAN (SPLICE PER 131S06) <br /> SEE 19fS09 Q SHEAR WALLS W/(3)12d TOENAILS <br /> FOR CALL-OUTS Q EA.END SHEATHING <br /> Q AR WAL S SHEATHING PER 1/SDB T. <br /> IN COMMON ^/ GWS PER ARCH'L Q CONTINUOUS TOP PLATE - Q SHEAR WALLS <br /> `O // AIR SPACE PER ARCH'L 19 18 (SPLICE PER 13/SO6) 17 16 <br /> SHEATHE OR BRACE TOP DIAPHRAGM BOUNDARY 20°-30- <br /> CHORD PER TRUSS MFR. NAILING <br /> SHEATHING PER PLAN DIAPHRAGM BOUNDARY <br /> 0 ERFRAMING - a n.Nxonsm.aw. <br /> , m <br /> AS REDO PER SHEATHING PER PLAN AS <br /> I/ <br /> TRUSS MFR OR SHEATHING PER PLAN .� s oescAirrwn onre <br /> 'PLAN NOTES {.__.. ..i rasrao aer oammaza <br /> DIAPHRAGM BOUNDARY <br /> NAILING TimEA.TR DIASS <br /> 1 • \ NAILING AGM BOUNDARY ' EA.TRUSS <br /> ALT.I.H1 <br /> ADD'L STRUT TRUSS OVER WALL ADD'L STRUT TRUSS OVER WALL <br /> W/2x8 BOTT.CHORD AND STUDS W/STUDS PER ARCH'L(DRAG <br /> OFFSET TRUSS _ v <br /> S FOR TOP PER ARCH'L(DRAG LOAD=160 PLF) LOAD=160 PLF) _ l DIAPHRAGM BOUNDARY <br /> VERTICAL <br /> SISTER ADD'L 2x8 TO TRUSS BOTT. x _- -_. NAILING <br /> FLANGE HANGER \ l CHORD W/(2)12d Q 12"oc <br /> TRUSS BLOCKING(DRAG BLOCKING: <br /> x - \ - A35 CLIP EA.BLOCK -- LOAD=160 PLF) 1"<d<5'-2x4 / (n <br /> STUDADDT PER AR H*L WALL W/ B. d<T-2x8 <br /> STUDS PER ARCH'L TRUSSES PER PLAN PANEL EDGE NAILING B. <br /> <d<T'-2x8 2x4 VENTED BLOCKING TRUSSES PER PLAN J <br /> TRUSSES PER PLAN SHEAR WALL EDGE NAILING 7<d<9'-2x10 Q <br /> • • SHEAR WALL EDGE NAILING -2x STUD WALL PER PLAN 9"<d I 1 EA 2x12 H1 CLIP EA.TRUSS 2x4 VENTED BLOCKING <br /> 12d TOENAILS Q 6"ac <br /> 12d TOENAILS Q 6"oc 2x STUD WALL PER PLAN - w <br /> _ A35 CLIP EA.BLOCK- -PANEL EDGE NAILING CONTINUOUS TOP PLATE <br /> USP FWH28 HANGERS _. (SPLICE PER 13/SO6) <br /> TO TRUSS BOTT.CHORD PANEL EDGE NAILING <br /> OVER PARTY WALL SHEATHING PER VSO6 SHEATHING PER 1/SO6 <br /> Q SHEAR WALLS GWB PER ARCH'L Q SHEAR WALLS HEADER PER PLAN 2x STUD WALL PER PLAN <br /> GWB PER ARCH'L <br /> - - .- (WHERE OCCURS) <br /> 1-� SHEATHING PER USES <br /> AIR SPACE PER ARCH'L // 15 �IR SPACE PER ARCH'L 14 Q SHEAR WALLS 11 <br /> SHEATHE OR BRACE TOP <br /> CHORD PER TRUSS MFR. ADD'L STRUT TRUSS OVER WALL ^� <br /> OVERFRAMING W12XB BOTT.CHORD AND STUDS �✓ <br /> AS REO'D PER PER ARCH'L(DRAG LOAD=160 PLF) <br /> TRUSS MFR OR SISTER ADD'L 2x8 TO TRUSS SOTT. <br /> PLAN NOTES CHORD W/(2)12d Q 12"oc O <br /> CC <br /> • � J <br /> J <br /> i LO <br /> OFFSET TRUSS L r <br /> C � <br /> VERTICALS FOR TOP W <br /> FLANGE HANGER I � I L 3 Ur <br /> >rcc <br /> d <br /> USP FWH28 HANGERS cr In <br /> // <br /> LL <br /> TO TRUSS BOTT.CHORE) V) V <br /> OVER PARTY WALL Q <br /> c D_ <br /> O <br /> I C <br /> N <br /> SEE 19/S09 <br /> FOR CALL-OUTS <br /> IN COMMON 10 9 8 ',i 7 6 <br /> 20°-30° -_ <br /> 14 <br /> .I� 2x4 LEDGER W/(2) A34 CLIP EA. DIAPHRAGM <br /> tI 12d EA STUD RAFTER TO BOUNDARY O ,lll <br /> TimharLOK TLOK6 LEDGER NAILING <br /> 12d Q 6"oc EA.TRUSS 2x4 VENTED .¢ <br /> ALT.to Hi FACENAIL PER 1/S06 - BLOCKING <br /> sa'PLYWOOD SHIM / S <br /> a <br /> SHEATHING PER PLAN "I O <br /> - NO SHEATHING SPLICE _ 'I\ <br /> DIAPHRAGM BOUNDARY - RAFTERS <br /> NAILING JOB NO.: <br /> BEAM PER PLAN - � f PER PLAN 23-239-06 <br /> --- SHEAR WALL EDGE NAILING / < 1 (. H2.SA CLIP EA. PLOT DATE <br /> RAFTER TO <br /> r-� SPUCE SHEATHING TRUSSES PER PLAN RIM BOARD 06/082023 <br /> (BTWN PLATES) FLATYNSETRUSS <br /> H1 CLIP EA.TRUSS i BLOCKING(DRAG 12d FACENAIL Q 4"oc DATE: O6/082023 <br /> SHEAR WALL EDGE NILING LOAD=240PLF) (BLOCK BO-CHORD <br /> 2x FULL DEPTH BLOCKING TO PLATE) SCALE: <br /> BEAM PER PLAN - DRAWN: BIDS <br /> CHCKD: RMH <br /> SEE 8/S08 BLDG: SHEET NO.: <br /> SEE 71S08 I <br /> FOR CALL-OUTS <br /> 5 4 FOR <br /> INCOMMONTS 3 NCOMMON 1 A S09 <br />