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END WALL BRACE: <br /> 2x6 STUDWALL I3/4'XII1/5' LVL BLKG. 6 S'-0' O.C. ( 2 BAYS) , <br /> NAIL FLOOR SHIG. TO BLKG. WI Sd g 4' O.C. SHEATHING PER PLAN- NAIL W/ 8d 6 6' O.C. - Sd 6 6 O.C. <br /> NOTE: BLOCKING MAY BE ELIMINATED IF 2x6 STUDWALL EDGES 4 Sd 9 12' O.C. INTERMEDIATE -1/16' OSB SHEATHING - <br /> SOLE PLATE NAILING PER SHEAR PERPENDICULAR UALL OCCURS WHERE <br /> FRAMING MEMBERS <br /> 3/4' T4G PUJ SHEATHING- <br /> r,WALL SCHEDULE BLOCKING IS REQUIRED. SOLE PLATE NAILING PER SHEAR <br /> 0 <br /> I1/4 LSL RIM JOIST --__\ WALL SCHEDULE SIMPSON RBC - SPACED AT 6'-0' O.C. 7 MFRD. TRUSSES 14 F' 2X4 HORIZ. / <br /> 3/4' T4G PW SHEATHING- NOTE: DO NOT ATTACH TO BIRDS �2X FLAT <br /> OUTRIGGER 9 24' O.C. W <br /> �� EDGE NAILING - SEE GENERAL NOTES EDGE NAILING - SEE GENERAL NOTES MOUTH BLOCKING 60° (MAX.) <br /> s Sd 9 6 O.C. <br /> il&r0 <br /> GABLE EN7D TRUSS <br /> I II <br /> LSL CONT. RIM s z PROVIDE 2x SOLID SIMPSON 434lir ® (Ni <br /> S � AT 'RBC' LOCATIONS ONLY. <br /> (I) <br /> 2X4 HORIZ. v� 0) <br /> j: r----4 <br /> MFRD. TRUSSES u Z <br /> X L Nv i SIMPSON A35 6 24' O.C. <br /> A'4111.1011' I r <br /> TJI JO(STS P <br /> EDGE NAILING AS SPECIFIED = <br /> � 16' a.G. �` SIMPSON HI EACH TRUSS - / \ \ <br /> PER SHEAR WALL SCHEDULE --T 7 7 7 EDGE NAILING AS SPECIFIED 2X4 END WALL BRACE- - I—V- - - - - Z <br /> A35 (TIP) EDGE NAILING - SEE GENERAL NOTES I I I I \ / EDGE NAILING - SEE ` <br /> Sd (2�/2') BOX PER SHEAR WALL SCHEDULE HEADER PER PLAN LOCATE AT RIDGE THEN I I I SHEAR WALL SCHEDULE A L I.: <br /> ONE EA. SIDE PW FILLER SPACE BALANCE 6' S'-0' O.C. I� <br /> ' U� so lNsr9� NOTE: BRACE MAY BE I I I 1 / \ HEA ER PER PLAN <br /> 2x6 STUDWALL <br /> PUJ - SEE SHEAR WALL SCHEDULE ON OMITTED IF PERPENDICULAR I I W/ -/o //AUL. _ <br /> 2X4 FLAT HORIZ. BLOCKING AT PANEL JOINT SHEET SI FOR SPECIFIC NAILING WALL OCCURS WHERE BRACE I I I I 2x6 STUDWALL +� C� P W <br /> FLOOR JOISTS IS REQUIRED. i i I 21-0' U <br /> II 0 <br /> ALL UNSUPPORTED PANEL EDGES PANEL JOINT I I I i SHTG. - SEE SHEAR WALL `VU. <br /> 0 W <br /> - I I I I SCHEDULE ON PLANS 0 N <br /> PERPENDICULAR WALL 2X4 FLAT HORIZ. BLOCKING AT <br /> HEADER PER PLAN / \ I \ / <br /> // •1� i PL• SEE SHEAR WALL SCHEDULE ON 1 / I ALL UNSUPPORTED PANEL EDGES PERPENDICULAR WALL I I FOR SPECIFIC NAIL SIZE ® �. <br /> i I i AND SPACING nl <br /> /� N tu <br /> SHEET FRAMING PLANS FOR SPECIFIC NAILING HEADER PER PLAN SEE SHEAR WALL SCHEDULE ON <br /> 2x6 STUDWALLI <br /> J o f' to INCA, <br /> SHEET FRAMING PLANS FOR SPECIFIC NAILINGC3) <br /> SECTION S C�(`/� <br /> 4 <br /> ' _ <br /> 1 <br /> SECTION SECTION 2x6 STUDUALL I I -�D <br /> -0' OD <br /> I. . I'-0' 2x6 STUDWALL V 2x6 STUDWALL --�1— <br /> Sd m 6' O.C. <br /> ad e 10' O.C. <br /> ROOF SHEATHING r� <br /> ad e 6' O.C. DI 0 <br /> tt* - <br /> SIMPSON HI EACH TRUSS SOLE PLATE NAILING PER SHEAR <br /> MFRD. TRUSSES 3/4' T4G PW SHEATHING- WALL SCHEDULE (2) lad o <br /> / HU210 �G-{ (J LQ <br /> 8d 9 6' O.C. 2X4 BLOCKING Sd 9 6' O.C. MI <br /> ' EDGE NAILING - SEE GENERAL NOTES <br /> - EDGE NAILING - SEE GENERAL NOTES W <br /> HANGER PER - <br /> RAFTERS OR 2x SOLID BLOCKING OR /�,,"�''\ ��\ Li��� \ TRUSS MFR SIMPSON HI EACH TRUSS 1 \ HANGER PER SIMPSON HI EACH TRUSS Nil <br /> c, <br /> ZX JOISTS <br /> TRUSS RIDGE BEAM AS REQUIRED ® ® ® 2X JOISTS TRUSS MFR <br /> N �n <br /> 16' O.C. Sd 6' O.C. 16' O.C. dJ <br /> —�' fC41 I� DETAIL ,. . Sd � 6 O.G. <br /> • <br /> o o _,a -, iftko,. 2x BLOCKING <br /> HU210 2x BLOCKING <br /> ROOF Sd m 6' O.C. o o �C, <br /> SHEATHING j BEAM PER PLAN <br /> BEAM PER PLAN Ilr <br /> �- Q <br /> ROOF SHEATHING± <br /> EXTEND TO COVER BM. PER PLAN <br /> SIMPSON CC66 <br /> FRAMING BELOW (SIMPSON ECC66 6 SIM.) <br /> 2. OVERFRAMING. 1 MFRD. MONO-TRUSSES MFRD.MONO-TRUSSESAL N <br /> RAFTERS OR •� Sd 9 6' O.C. d <br /> TRUSS �`�� 6X6 Sd 9 6' O.C. 0 0 <br /> /U -AFTERS OR U <br /> TRUSS 055 - SEE SHEAR WALL SCHEDULE ON <br /> ` 2x6 STUDWALL PLANS FOR SPECIFIC NAILING <br /> 2x CONTINUOUS ONNEGT CONTINUOUS 2X <br /> V _� DE—AL THRU ROOF SHEATHING TO SECTION SECTION SECTION <br /> .» <br /> TRUSS/ RAFTER BELOW <br /> e-i, <br /> � � ...r„ �WITH (2) 16d NAILS I, = I'-0, I' = 1'-0' „,,,-st. , <br /> C;) SCION <br /> I' = II-01 EDGE OF SHEARUALL <br /> CORNER, OR + '” ��� � '� <br /> DOOR, OR WINDOW SEE PLANS 8d 6' O.C. Sd 6' 0.C. „„,`kc,,, <br /> ti J� <br /> SHEAR WALL <br /> SHEATHING �� �, � ��g� <br /> - --1 11 -::- <br /> SHEATHING <br /> DOUBLE SCUD m <br /> 8dm6 O.C. ✓x <br /> F (2) STUDS SHEAR WALL EDGES -� SHEATHING �=L Sd 6' O.C. <br /> OSB <br /> ' SOLE PLATE PANEL EDGE \ �I I PANEL EDGE SOLE PLATE GIRDER TRUSS <br /> NAILING NAILING - SEE NAIL X,' OSB TO BLOCKING <br /> NAILING NAIL SPACING 2X4 BLOCKING PANEL <br /> PANEL EDGE NAILING. `- I I�I SCHEDULE Sd g 6' O.C. <br /> ALSO NAIL TO TOP FLOOR <br /> \ WITH Sd Q 6' O.C. <br /> PLATES SAME AS EDGE <br /> ;-�� SHEATHING I I IL — FLOOR I <br /> OF SHEARWALL NAILING - - � SHEATHING <br /> / =,5 <br /> -- 2X SOLID BLK <br /> BELOW HOEDOWN I <br /> PANEL EDGE <br /> NAIL SPACING a °� <br /> ----A5D.I <br /> W <br /> _� MSTC66B3 REQ'D BOTH I� � <br /> RIM JOIST 2X4 LEDGER !' o <br /> EDGES OF SHEARWALL HANGERo '� <br /> PER TRUSS MF <br /> �, R <br /> . � NAIL W/ l0d 6 OTA .G. II <br /> (2) STUDS o <br /> (--- <br /> MST STRAP HEADER <br /> 1.7-HI <br /> HEADER BELOW WALL 0 <br /> I BELOW WALL Sd a 6 1 O.C. I ' N <br /> - \i\------- 1 FA PI . <br /> W' m <br /> 5—E4 „A__ DE 4I_ L„/ Sf �'F'SO� o <br /> „S_ S— A —O_DOL,\ ( E �'LA\ ) ET4 f L - MSTC AT 5E,ANI Sd e6' O.G. <br /> 7 <br /> MONO-TRUSS ,,,, -2X6 WALL <br /> 0 <br /> 1'=1 -0' <br /> / <br /> J <br /> 11/2'=1'-0' <br /> 2x6 STUDWALL <br /> SECTION SECTION <br /> 3/4' T4G PW SHEATHING- GO) <br /> 0-2- <br /> I' = I'-0' <br /> SOLE PLATE NAILING PER SHEAR <br /> • JOISTS WALL SCHEDULE <br /> 9 16' O.C. <br /> ad e 6' a.C. -n.----- ,\ <br /> EDGE NAILING - SEE GENERAL NOTES i <br /> coS <br /> RIM BOARD zE < < <br /> 2X6 BLOCKING - NAIL TO <br /> i Li I," <br /> ® . WALL PL. W/ I0d 9 8' a.C. �, a <br /> � iu <br /> SOLID <br /> � __u � Q <br /> BLOCKINGF--------- ---]: ' <br /> Sd 6' O.C. p <br /> 16d 5 16' O.C. 7/16' OSB NAIL W/ <br /> Q-- [L <br /> L_ \ CANTILEVER PER PLAN Sd 6' O.C. EDGES <br /> HEADER PER PLAN �+ 4 8d m 12' O.C. FIELD Project # _ <br /> 12318 : <br /> 2x6 STUDWALLk.-. <br /> SEE SHEAR WALL SCHEDULE ON <br /> PLANS FOR SPECIFIC NAILING Sheet <br /> 0 SECTION <br /> I' = 1' 0' REVIEWED FOR PERMIT <br />