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DIAPHRAGM BOUNDARY _ -- - - ---- -_ -- <br /> NAILING ` 214 VENTED BLMG W/12d SHEATHING PER PLAN -- _ - SHEATHING PER PLAN <br /> TOENAILS(M 6"oc <br /> DIAPHRAGM <br /> / VALLEY OVERFRAMING NAILING <br /> - BOUNDARY DIAPHRAGM BOUNDARY <br /> (2)12d EA.OUTRIGGER <br /> / -2x4 OUTRIGGERS 2'-0"oc PER TRUSS MFR.OR NAILING 2z4 FLAT ALIGNED W/2x4 <br /> SHEATHE OR BRACE TOP PLAN NOTES BRACE-PROVIDE ROOF — <br /> SHEATHING PER PLAN SHTG EDGE NAILING (2)12d NAILS <br /> CHORD PER TRUSS MFR. VALLEY SS M FRA R DIAPHRAGM BOUNDARY "y <br /> \ - t PER TRUSS MFR.OR NAILING I EA.END Qom% <br /> PLAN NOTES <br /> OVERFRAMING - ! � ''�1 I " ♦ <br /> AS REO'D PER 120®6"oc <br /> JJ <br /> TRUSS MFR OR 2x PONY WALL TO HIGH ROOF -• 2x4 FLAT OUTRIGGERS 2x4 OUTRIGGERS @ 2-0"oc z <br /> PLAN NOTES SHEATHE AND NAIL PER P7-6 -DIAPHRAGM BOUNDARY /8" ®24"oc 1 _ <br /> _ (SEE 1/SO6) NAILING SHEATHING PER PLAN �♦' MA% GABLE END TRUSS W STUDS <br /> PANEL EDGE NAILING <br /> (22"x6'-0"ACCESS HOLE) 1 24 oc-NOTCHED FOR <br /> (3)12d TOENAILS OUTRIGGERS DESIGN FOR <br /> ADD'L STRUT TRUSS OVER WALL / / / 15ps/WIND LOAD <br /> ',,. • !„ END TRUSS w/STUDS� / <br /> ♦ 24".NOTCHED FOR - _'.•0 <br /> OFFSET TRUSS W/STUDS PER ARCH'L(DRAG .- SHEATHING PER PLAN / OUTRIGGERS TRUSSES PER PLAN` <br /> ♦ F <br /> ADD'L STRUT TRUSS OVER WALL VERTICALS FOR TOP ) DESIGN FOR 15ps1 I PANEL EDGE NAILING <br /> 22'a''x6'-0'ACCESS HOLE WIND LOAD <br /> TRUSSES PER PLAN ( ) 2x4 BRACING G�8'-0"oc <br /> PER A CH'L CHORD AND STUDS FLANGE HANGER GIRDER TRUSS PER PLAN W/A34 EA.END <br /> PER ARCH'L(DRAG LOAD=180 PLF) 12d TOENAILS @ 6"0c <br /> SISTER ADD'L 2x8 TO TRUSS BOTT. '�; 12d TOENAILS @ Woc TRUSSES PER PLAN TRUSSES PER PLAN A35 @ 24"ac CHORD W/(2)12d Q 12"oc ♦ BTL <br /> HANGERS PE R HANGERS PER TRUSS MFR HEADER PER PLAN HEADER PER PLAN <br /> SHEAR WALL EDGE NAILING •�. • TRUSS MFR. GIRDER TRUSSES PER PLAN • (WHERE OCCURS) • (WHERE OCCURS) <br /> LISP FWH28 HANGERS <br /> -TO TRUSS BOTT.CHORD ALL 2x STUD WALL PER PLAN PLATE ENGINEERING P.S. <br /> 2z STUD WALL PER PLAN <br /> OVER PARTY WALL SHEATHING PER 1/SO6 _ 2x4 BLKG @ 48"oc � PER PLAN (SPLICE PERS13/SOfi) <br /> SHEAR WALLS W/(3)12d TOENAILS ♦ r <br /> SEE 191S09 <br /> FOR CALL-OUTS [�EA.END SHEATHING PER 1/SO6 T. <br /> IN COMMON 20 GWB PER ARCH'L +'I @ SHEAR WALLS SHEATHING PER 1IS06 NF <br /> y� -FAIR SPACE PER ARCH'L 19 18 (PUCE PERCONTIN S 3 S06)TOP �TE 17 ®SHEAR WALLS 16 z — <br /> SHEATHE OR BRACE TOP DIAPHRAGM BOUNDARY 20°30° <br /> / <br /> CHORD PER TRUSS MFR. NAILING <br /> OVERFRAMING SHEATHING PER PLAN DIAPHRAGM BOUNDARY r n.Ha=,sm.aw. <br /> AS REO'D PER SHEATHING PER PLAN NAILING <br /> SHEATHING PER PLAN <br /> TRUSS MFR OR I /. .ssMrse mnersora <br /> PLAN NOTES / 1 <br /> I 1 Y g- � �{ DIAPHRAGM BOUNDARY <br /> / NAILING TimberLOKTLOK6 <br /> 1 -DIAPHRAGM BOUNDARY EA.TRUSS <br /> • i'� TRUSS 4 \ / <br /> •'1 NAILING ALT.to Hi <br /> ADD'L STRUT TRUSS OVER WALL -ADD'L STRUT OVER WALL <br /> v <br /> W72x8 BOTT.CHORD AND STUDS W/STUDS PER ARCH'L(DRAG _ <br /> OFFSET TRUSS PER ARCH'L(DRAG LOAD=160 PLF) LOAD=160 PLF) v DIAPHRAGM BOUNDARY <br /> VERTICALS FOR TOP <br /> _ J NAILING <br /> FLANGE HANGER SISTER ADD'L 1,1 TO TRUSS BOTT. <br /> • CHORD W/(2)12d @ 12"oc14 <br /> - <br /> TRUSS BLOCKING(DRAG BLOCKING <br /> ♦ r ADD'L TRUSS OVER WALL W/ A35 CLIP EA.BLOCK LOAD=160 PLF) 1- d<5-2x4 <br /> STUDS PER ARCH'L TRUSSES PER PLAN i PANEL EDGE NAILING 5"< <7-2x8 <br /> 2x4 VENTED BLOCKING TRUSSES PER PLAN J <br /> TRUSSES PER PLAN SHEAR WALL EDGE NAILING 7"<d<9"-2z10 Q <br /> 12d TOENAILS @ 6"oc 9<d<1 V-2x12 HI CLIP EA.TRUSS\ 2x4 VENTED BLOCKING <br /> 12d TOENAILS C 6". 2x STUD WALL PER PLAN ._- • w <br /> SHEAR WAIL EDGE NAILING '-2x STUD WALL PER PLAN A35 CLIP EA.BLOCK - PANEL EDGE NAILING <br /> CONTINUOUS TOP PLATE Q <br /> USP FWH28 HANGERS (SPLICE PER 13/S06) <br /> TO TRUSS BOTT.CHORD PANEL EDGE NAILING <br /> OVER PARTY WALL . SHEATHING PER 1/S06 '-SHEATHING PER 1/SO6 HEADER PER PLAN <br /> SHEAR WALLS GWB PER ARCH'L (�SHEAR WALLS 2x STUD WALL PER PLAN <br /> - GWB PER ARCH'L - (WHERE OCCURS) <br /> �j I� SHEATHING PER 1/S05 <br /> AIR SPACE PER ARCH'L // 1" Y� .i FAIR SPACE PER ARCH'L 14 <br /> SHEAR WALLS 11 <br /> SHEATHE OR BRACE TOPS <br /> CHORD PER TRUSS MFR. ADD'L STRUT TRUSS OVER WALL A/ <br /> 0 ERFRAMING W/2x8 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 BOTT. <br /> PLAN NOTES CHORD W/(2)12d @ 12"0c O <br /> CC <br /> J <br /> O o CC <br /> OFFSET TRUSS C <br /> 0 <br /> VERTI <br /> L <br /> FLANGE <br /> RANGELS FOR TOP - m Lu <br /> FLANGE HANGER ��-� � j �I � 3 �. <br /> 1 (((��z <br /> U <br /> USP FWH28 HANGERS � Ui <br /> TO TRUSS BOTT.CHORD U) V <br /> OVER PARTY WALL <br /> � a <br /> O <br /> C <br /> co <br /> SEE 19/S0 <br /> FOR CALL-OUTS <br /> W <br /> IN COMMON 10 9 $ 7 6 <br /> / 20°-30° <br /> m <br /> 2.4 LEDGER W/(2) A34 CLIP EA DIAPHRAGM y <br /> 12d EA STUD RAFTER TO BOUNDARY O <br /> TimberLOKTLOK6 �4- LEDGER NAILING N _ <br /> EA.TRUSS <br /> 2x4 VENTED , <br /> 12d 8"oc ALT.to H1 FACENAIL PER 11S06 BLOCKING <br /> °e'PLYWOOD SHIM ' <br /> / m <br /> o_ <br /> / - -SHEATHING PER PLAN <br /> - NO SHEATHING SPLICE - , .I♦ • O <br /> DIAPHRAGM BOUNDARY JOB NO.RAFTERS <br /> BEAM PER PLAN - ♦ NAILING PER PLAN 23-239-06 <br /> SHEAR WALL EDGE NAILING / 1 ) H2.5A CLIP EA. <br /> RAFTER TO PLOT DATE <br /> SPLICE SHEATHING TRUSSES PER PLAN RIM BOARD 06/08/2023 <br /> (BTWN PLATES) FLATWISE TRUSS <br /> SHEAR WALL EDGE NAILING HI CLIP EA.TRUSS J BLOCKING(DRAG 12d FACENAIL @ 4"oc DATE: 06/08/2023 <br /> LOAD=240PLF) (BLOCK BOTT.CHORD <br /> 2x FULL DEPTH BLOCKING TO PLATE) SCALE: r'.1'-0" <br /> BEAM PER PLAN <br /> '. DRAWN: BIDS <br /> CHCKD: RMH <br /> SEE e/S08 BLDG: SHEET NO.: <br /> A SEE 7/SOB FOR CALL-OUTS <br /> 5 e F IN COMMON CALL-OUTS <br /> Q- �I � IN COMMON 1 ^ ^O <br />