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� _- <br /> ' ��� <br /> 250 4TW AVE. S., SUITE 200 <br /> EDMONDS, WASHINGTON 98020 <br />� PHONE (425) 778-�500 <br /> FAX (425) 7'�8-5536 <br /> DIAPHRAGM <br /> BOUNDARY NAILING 4 8d NAILS <br /> SHEATHING AND PER ROOF FRAMING � � NEW EXIST <br /> NAILING PER ROOF PLAN NOTES INTO EA BLOCK <br /> FRAMING PLAN NOTES � SHEATHING SHEATHWG ROOF SHEATHING & <br /> PANEL EDGE NAILING NAILING PER ROOF <br /> � � PER PLAN NOTES FRAMING PLAN NOTES <br /> . <br /> 2x HF BLKG. AT 2x OUTLOOKER (24° — <br /> SIMPSON RBC CLIP RIDGE,TYP MAX OVERHANG) EACH RACEG <br /> ., <br /> EACH JOIST SPACE I <br /> DIAPHRAGM BOUNDARY ROOF SHEATHING AND VALLEY TRUSSES PER GABLE END TRUSS � I <br /> NAILING PER ROOF FRAMING NAILING PER ROOF ROOF PLAN,TYP (6) 10d PER PLAN <br /> PLAN NOTES FRAMING PLAN NOTES SHEATHING AND NAILING TO A35 CLIP PER <br /> MATCH SHEAR WALL BELOW SW SCHED (24° PROVIDE GWB TO <br /> 2x4 SLEEPER TYP W/(2) UNDERSIDE OF `T�� <br /> 0.131"�x 3 1/2° NAILS OC MAX) <br /> ROOF SHEATHING oF �As�r� <br /> BIRD BLOCKING OFFSET <br /> EACH TRUSS PROVIDE (2) 2x4 OR . � l� <br /> 3/4" MAX FROM EDGE A35 EACH LINE PER CONTRACTOR ,, �,� G�o <br /> OF DOUBLE TOP PLATE OF BLOCKING SIMPSON LSTA15 (1) 2x6 DIAGONAL <br /> STRAP EACH SPLICE BRACE AT 4'-0" OC <br /> •� •� O�S�L��� � . <br /> � <br /> 1�1VAL � <br /> � PRE-ENGINEERED PRE-ENGINEERED ROOF EXIST PARTY <br /> ROOF TRUSS PER PLAN TRUSSES PER ROOF PLAN WALL FRAMING <br /> PROVIDE BOUNDARY <br /> 2x4 BLOCKING lo/12/I� <br /> NAILING AT TOP PLATE SIMPSON H2.5A 2x4 BLOCKING FOR EACH BRACE PROVIDE FIBER <br /> PER PLAN TIE AT EACH SHEATHING AND (3)TRUSS SPACES @ BOARD TO <br /> TRUSS NAILING PER PLAN 4'-0" OC MAX NOTE: ROOF SH ATOHING <br /> REFER TO CASE A FOR <br /> INFORMATION NOT PER CONTRACTOR <br /> SHEATHING AND BEAM AT SIM SECTION SPECIFICALLY CALLED OUT <br /> 6d COOLER NAILS @ <br /> NAILING PER PLAN 6" OC OVER EXTENTS <br /> EXIST STUD WALL OF BLOCKING ' <br /> FRAMING � <br /> OPTION A, BLOCKING AND STRAPS OPTION B. BRACING <br /> c� <br /> Z <br /> TYPICAL TRUSS SUPPORT DETAIL W RBC CLIP TYPICAL OVERFRAMING DETAIL TYPICAL GABLE END SECTION SECTION Q ° <br /> � „ _ , ,� 2 ,� _ , �, 3 „ _ , „ -- <br /> SCALE: 1 - 1-0 SCALE: 1 - 1-0 SCALE: 1 - 1-0 � SCALE: 1" = 1'-0° — � <br /> Z � w <br /> O m � <br /> � N w <br /> � <br /> � <br /> u � � <br /> w w O <br /> � a. C..) , <br /> � n <br /> W � � <br /> Q O �-1 <br /> � O O <br /> e--�I i-i <br /> Y <br /> � <br /> � <br /> DESIGN: SDT <br /> DRAWN: JCP • <br /> CHECK: MTM <br /> JOB NO: 17319.1 0 <br /> DATE: 10/12/1 7 <br /> I_t.l <br /> � <br /> � <br /> � <br /> Q (f"') <br /> � ,..rl <br /> w � <br /> : � � � <br /> � � � <br /> W <br /> x � � <br /> ..�°`�J �-." � <br /> c�... cn � � <br /> � w � � <br /> _ � °`' � <br /> : c.n : ��-- � '� <br /> cr� � � . <br /> � c � �' <br /> z c.� �..""... <br /> I�--� 1�,., l.� <br /> w cc� � � <br /> � rn � � � <br /> c..,� •-� t.,�.� t� � <br /> � <br /> SHEET: <br /> s <br />