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1'-6" 2010 RAFTERS 0 24"O.C. <br /> / / SIMPSON <br /> 1111111414444 (') HUC610 <br /> NEW GABLE END FACE M. <br /> ,t) <br /> 5) <br /> HANGER <br /> (5) 1.TRUSS PER PLAN w <br /> (6) 2. SIMPSON H1 CUP 0 EACH TRUSS N 5:12 8 5:12 )� .LL R 1 /GI <br /> 2X10 RAS 0 24'O.C. <br /> 3.STUD WALL OR BEAM PER PLAN ' o 4.PLYWOOD SHEATHINGi. <br /> 5.EDGE NAILING SIMPSON NEW GAHUC610 <br /> 6. 2X BLOCKING 0 24 W/3-16d FACE M.7) PER BLOCK HANGER <br /> (3) I (8) 7.SHEAR PANEL EDGE NAILING L8. SHEATHING AND NAILING PER - 5:12 5:12 )�• SHEARWALL SCHEDULE ��i ACEMTRUSS AT STUD WALLSIMPSON <br /> I HANGER <br /> O SCALE:N.T.S. <br /> 1 1. EDGE NAILING <br /> '2) 2• CONTINUOUS FASCIA WITH (2) 10d 4,11 <br /> rte_., NNLS PER JOIST . <br /> L <br /> �� 3. 2x4 OUTRIGGER 12'OR LESS FROM z DI EXTERIOR WALL 048'O.C. (MORE THANNs(01! (3) 12'FROM EXTERIOR WALL 0 24'O.C.) i E <br /> (4) 4. EDGE NAILS PER SHEAR WALL SCHEDULE ,rQ a <br /> (8) I (5) 5. 2-10d TOENAIL OUTLOOKER THRU.TRUSS A ' ti� J 111 <br /> (g) I I (6) (OUTLOOKER EXTENDING MORE THAN 12" <br /> ® ��` A a <br /> i1 il�_1'. (7) FROM EXTERIOR WALL USE A34 MIN.) V z <br /> 5:12 Cl.... <br /> z. <br /> 6. GABLE END TRUSS-SHEATHING EXISTING RIDGE UNE EXISTING RIDGE UNE S <br /> AND NAIUNG PER SHEARWALL <br /> (10) SCHEDULE FOR WALL BELOW <br /> (4) 7. 16d 0 6"O.C. BOTTOM TRUSS CHORD V <br /> - <br /> I TO CONTINUOUS BACKER BOARD <br /> 8. 2x4 BRACE 0 96"O.C.ALONG GABLE WI <br /> SIMPSON A35 CUP EACH END OF BRACE <br /> 9. RAFTER PER PLAN ��� - <br /> 10.2x BACKER BOARD SECURED TO TOP <br /> PLATE WITH 16d NAILS AT 6"O.C. <br /> GABLE END TRUSS ♦���':;:' <br /> R2 SCALE:N.T.S. ��� E <br /> 14/ <br /> 1. PLYWOOD SHEATHING ` <br /> 2. Bd 0 6'O.C. T y`c'� (� <br /> 3. 2X6 OVER FRAME 0 24" .. �v O <br /> ,,,� O.C.w/2-10d TOE NMLS I c., . � <br /> ,�' 10 VALLEY BOARD F C, _\ yjy <br /> 2) 4. TRUSS OR RAFTER PER E �` <br /> 1 1) PLAN <br /> 5, 2X6 CONTINUOUS VALLEY / <br /> ,, /// BOARD FLAT W/2-164 - <br /> ,��� /// NAIL PER TRUSS TYP. EXISTING <br /> 5 O <br /> // 1. PLYWOOD SHEATHING ON _ - <br /> /// PRIMARY ROOF TRUSSES = i <br /> r/ 4) SHALL BE CONTINUOUS 31 <br /> OR4 VALLEY FRAME AT OVERFRAME 1 \c <br /> SCALE:N.T.S. 8 <br /> c\-- [ <br /> r____I E <br /> L <br /> l2) f , <br /> (2) ,___ <br /> 'l <br /> P 1.BM SPLICE AS OCCURS T <br /> 2. WOOD BEAM PER PLAN <br /> W � <br /> 3. 0.6.0.OBC PLANNPE POSE CAP 1 $ z <br /> 1111 4 U. NOD COLUMN PER PLAN -.42 5:12 Mr <br /> ; 5:12 17-I <br /> S <br /> (5) 5. SIMPSON ACE TYPE (3) z <br /> (4) POST CAP D.N.D.GN PIAN (4) ' - NORTH <br /> WOOD BEAM TO WOOD COLUMN <br /> R4 PROPOSED ROOF FRAMING PLAN <br /> 0 <br /> SCALE: N.T.S. <br /> SCALE: 1/8" = 1'-0" <br /> - ALL DOOR/WINDOW HEADERS TO BE 6X8 DF#2 AT 2X6 BEARING WALLS , U.N.O., 6'-0" MAX. SPAN <br /> - ALL DOOR/WINDOW HEADERS TO BE 4X10 DF#2 AT 2X4 BEARING WALLS, U.N.O., 6'-0" MAX. SPAN <br /> - PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. <br /> - EXTERIOR WALLS TO BE 2X6 AT 16" O.C., U.N.O. <br /> - INTERIOR PARTITIONS TO BE 2X4 AT 16" O.C. (2X6 0 PLUMBING WALLS) U.N.O. <br /> - PROVIDE SUPPLEMENTAL JOISTS/BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN <br /> - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) <br /> - ALL MANUFACTURED TRUSSES: <br /> * SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROVAL <br /> NOTES: * SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION <br /> * SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION <br /> REMODELING AS SHOWN ONLY-ANY OTHER <br /> * SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS <br /> MODIFICATION OR CHANGE IS NOT PART OF THIS <br /> REPORT AND IS RESPONSIBILITY OF OTHERS <br /> T & L HOME DESIGN A4 DATE: <br /> NGUYEN RESIDENCE 09-08-14 <br /> ADD: 1313 E. 61st ST. 10805 HOLLY Dr. T.IN. <br /> TACOMA, WA 98404 R 0 0 F P LA N EVERETT, WA 98204 <br /> TEL: (253) 441-1651 PARCEL NUMBER: 537900002106 6 PROJECTS: El <br />