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DIAPHRAGM BOUNDARY SHEATHING PER PLAN SHEATHING PER PLAN <br /> NAILING --2x4 VENTED BLK'G W/12d DIAPHRAGM <br /> TOENAILS @ 6"oc VALLEY OVERFRAMING BOUNDARY DIAPHRAGM BOUNDARY <br /> NAILING <br /> (2)12d EA.OUTRIGGER 2x4 OUTRIGGERS @ 2'-0"oc PER TRUSS MFR.OR NAILING I 2x4 FLATALIGNED W/2x4 <br /> SHEATHE OR BRACE TOP SHEATHING PER PLAN PLAN NOTES SHTG EDGE NAILING OF (2)12d NAILS -VALLEY TRUSS <br /> SS MFR.OR - - DIAPHRAGM BOUNDARY <br /> CHORD PER TRUSS MFR. EA.END '-<:- <br /> � � _ PER TRUSS MFR.OR NAILING <br /> '1 AS REO'AMING 2x PONY WALL TO HIGH ROOF ll1 PLAN NOTES ly/ _- _ 8 ! f 1 1 24 o T OUTRIGGERS l T! \ ' ` 2x4 OUTRIGGER -0 oc Z <br /> AS RF DPER 12d B'oc <br /> TRUSS MFR OR / S 2' y <br /> SHEATHE AND NAIL PER PI-6 c 1 <br /> PLAN NOTES -DIAPHRAGM BOUNDARY _ -SHEATHING / y 1 '` 24"oc-NOTCHED FOR <br /> (SEE 1/SOB) • -SHEATHING PER PLAN MAX GABLE END TRUSS w/STUDS �- <br /> . NAILING <br /> ! ( ) (312d TOENAILS <br /> OUTRIGGERS DESIGN FOR r <br /> 22 z"x6'-0'ACCESS HOLE � <br /> 1 .. G <br /> . I T 15 sf WIND LOAD <br /> • ` END TRUSS w/STUDS(d <br /> ` --_- - `..I, - I,..; _ ._� 24'oc NOTCHED FOR <br /> --ADD L STRUT TRUSS OVER WALL --- - 7 OUTRIGGERS Y - <br /> W/STUDS PER ARCH'L(DRAG _ _- _ _ SHEATHING PER PLAN 7 DESIGN FOR 15pef TRUSSES PER PLAN 2 PANEL EDGE NAILING <br /> OFFSETTRUSS •, ` �'` <br /> ADD'L STRUT TRUSS OVER WALL VERTICALS FOR TOP LOAD=180 PLF) (2212 x8'-0"ACCESS HOLE WIND LOAD <br /> SISTER ADD'L 2x8 TO TRUSS BOTT. 72d TOENAILS @ 6"oc GIRDER TRUSS PER PLAN W/2x8 BOTT.CHORD AND STUDS TRUSSES PER PLAN <br /> FLANGE HANGER TRUSSES PER PLAN TRUSSES PER PLAN- ' 12d TOENAILS @ 6"oc 35 3�g2Ep,BRACING <br /> e'-0"oc <br /> PER ARCH'L(DRAG LOAD=160 PLF) <br /> CHORD W/(2)12d @ 12"oc HANGERS PER TRUSS MFR----- HEADER PER PLAN HEADER PER PLAN R <br /> HANGERS PER-- WHERE OCCURS BTL <br /> SHEAR WALL EDGE NAILING • • ( ) (WHERE OCCURS) � <br /> USP FWH28 HANGERS TRUSS MFR. GIRDER TRUSSES PER PLAN ENGINEERING P.S. <br /> TO TRUSS BOTT.CHORD 2x STUD WALL PER PLAN i 2x STUD WALL CONTINUOUS TOP PLATE 2x STUD WALL PER PLAN <br /> OVER PARTY WALL SHEATHING PER 1/SO6 2x4 BLKG @ 48"oc - - PER PLAN (SPLICE PER 13/SOB) <br /> @ SHEAR WALLS W/(3)12d TOENAILS <br /> SEE 18/508 \ <br /> 'I,@ EA.END SHEATHING PER 1/SOB <br /> SHEATHING PER 1/SO6 <br /> FOR CALL-OUTS @ SHEAR WALLS <br /> IN COMMON GWB PER ARCH'L 1 O CONTINUOUS TOP PLATE - 17 @ SHEAR WALLS 16 <br /> 1 O <br /> 9 20 SPLICE PER 13/SOB <br /> h AIR SPACE PER ARCH'L ( ) <br /> -. L- <br /> SHEATHE OR BRACE TOP DIAPHRAGM BOUNDARY <br /> CHORD PER TRUSS MFR. NAILING <br /> SHEATHING PER PLAN DIAPHRAGM BOUNDARY <br /> OVERFRAMING NAILING <br /> AS REQ'D PER SHEATHING PER PLAN SHEATHING PER PLAN I /- _ r oescwPTwrv. —E <br /> TRUSS MFR OR 4 PE <br /> a <br /> PLAN NOTES f rnn ser -oswrsozs <br /> DIAPHRAGM BOUNDARY <br /> NAILING TlmberLOK TLOK6 <br /> 1 • • DIAPHRAGM BOUNDARY EA.TRUSS <br /> - NAILING ! ALT.to H1 <br /> ADD'L STRUT TRUSS OVER WALL '-A[ STRUT TRUSS OVER WALL - <br /> W/2x8 BOTT.CHORD AND STUDS W/STUDS PER ARCH'L(DRAG _ (' DIAPHRAGM <br /> OFFSET TRUSS PER ARCH'L(DRAG LOAD=160 PLF) LOAD=160 PLF) a -J NAILING BOUNDARY <br /> TICALS FOR <br /> FLARNGE HANGER OPW/(2)12d TRUSS BLOCKING(DRAG BLOCKING:2x4 <br /> SISTER ADD'L 2xti@TO TRUSS BOTT. ` LOAD-160 \ <br /> CHORD 72'ac <br /> Y T~ ADD'L TRUSS OVER WALL W/ A35 CLIP EA.BLOCK- �i ) / ' J <br /> STUDS PER ARCH'L TRUSSES PER PLAN - PANEL EDGE NAILING 3"<d<5'-2x8 2x4 VENTED BLOCKING TRUSSES PER PLAN <br /> 5"<d<7"-2x8 I <br /> TRUSSES PER PLAN SHEAR WALL EDGE NAILING2x10 H1 CLIP EA.TRUSS <br /> • • 9"<d<11".2x12 2x4 VENTED BLOCKING <br /> 12d TOENAILS 6"oc w <br /> 12d TOENAILS @ 6"oc 2x STUD WALL PER PLAN • A35 CLIP EA.BLOCK PANEL EDGE NAILING • Q <br /> SHEAR WALL EDGE NAILING 2x STUD WALL PER PLAN CONTINUOUS TOP PLATE <br /> USP FWH28 HANGERS (SPLICE PER 13/SOB) <br /> PANEL EDGE NAILING <br /> ... ,_l <br /> TO TRUSS BOTT.CHORD <br /> OVER PARTY WALL SHEATHING PER 1/S06 GWB PER ARCH'L --SHEATHING PER 1/SOB 2z STUD WALL PER PLAN <br /> HEADER PER PLAN V^ <br /> SHEAR WALLS @SHEAR WALLS <br /> � (WHERE OCCURS) <br /> GWB PER ARCH'L -i SHEATHING PER 1/SO6 <br /> 15 14 @ SHEAR WALLS 11 <br /> AIR SPACE PER ARCH'L // //—AIR SPACE PER ARCH'L <br /> SHEATHE OR BRACE TOP <br /> CHORD PER TRUSS MFR. ADD'L STRUT TRUSS OVER WALL D(^ <br /> OVERFRAMING W/2x8 BOTT.CHORD AND STUDS W <br /> AS REQ'D PER PER ARCH'L(DRAG LOAD=160 PLF) E <br /> TRUSS MFR OR SISTER ADD'L 2x8 TO TRUSS BOTT. <br /> PLAN NOTES CHORD W/(2)12d @ 12"oc O <br /> 1 C J <br /> J <br /> O O <br /> C p <br /> OFFSET TRUSS - L <br /> N UJ <br /> VERTICALS FOR TOP <br /> FLANGE HANGER L 0 <br /> cr w <br /> USP FWH28 HANGERS UQ <br /> TO TRUSS BOTT.CHORD <br /> OVER PARTY WALL EL <br /> W <br /> SEE 19/S09 <br /> FOR CALL-OUTS <br /> IN COMMON 10 9 $ 7 6 <br /> 2 <br /> N <br /> -12d @ 8"oc ' <br /> U <br /> U <br /> a"PLYWOOD SHIM d <br /> - NO SHEATHING SPLICE I _ <br /> JOB NO.: -- - <br /> 23-239-06 <br /> BEAM PER PLAN <br /> SHEAR WALL EDGE NAILING PLOT DATE <br /> SPLICE SHEATHING 08/03/2023 <br /> .� (BTWN PLATES) <br /> SHEAR WALL EDGE NAILING DATE: 08/03/2023 <br /> SCALE: 'a'=1'-0" <br /> DRAWN: BDSI <br /> CHCKD: RMHI <br /> BLDG: SHEETNO.: <br /> SEE 7/S08 li -,}I'll <br /> 5 4 FOIN COMMON CALL-OUTS <br /> - - -- -3-1- - -- - - 2 1 E S09 <br />