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S + L ArcFiitects, LLC
<br /> 273'1 '183rd Ava SE SnoF�omish 98290
<br /> 360.563.1032 c206.890.8348
<br /> SISTER NEW 1-3/4" x 7-1/4"
<br /> LVL TO EACH 2 x 4 RAFTER W/
<br /> EXISTING KNEE WALLS
<br /> 1�4° DIA. x 4-1�2" SIMPSON SUPPORTING ROOF NlmaterialappearirighereincbnsGtutestheunpub�ishedand
<br /> SDS SCREWS � 12 Q.C. original work of the Architect end may not be duplicated,
<br /> RAFTERS, TYP �d,or disclosed wittwut the written consent of tt�e Architect.
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<br /> . — — — — — — Projact Numbar: �c�cx
<br /> EXISTING KNEE WALLS SISTER NEW 1-3/4" x 7-1/4" Ravisions:
<br /> SUPPORTING ROOF LVL TO EACH 2 x 4 RAFTER W/ No
<br /> RAFTERS, TYP SISTER NEW 1-3/4" x 7-t/4" 1/4" DIA. x 4-1/2" SIMPSON
<br /> LVL TO EACH 2 x 4 RAFTER W/ SDS SCREWS � 12" o.c. 1 7.25.18 OWNER CHANGE
<br /> 1/4" DIA. x 4-1/2" S�MPSON
<br /> SDS SCREWS C� 12" o.c.
<br /> ROOF FRAMING PLAN
<br /> � /4„_ � , _0„ Ai
<br /> � IV
<br /> 0 1 ' 2' 4" 8"
<br /> Shsat Contants: �
<br /> ROO F
<br /> FRAM 1 NG
<br /> NOTES LE� ENC� PLAN
<br /> 1. REFER TO SHEET A0.1 FOR GENERAL NOTES > >>
<br /> SWX �X —X � SHEAR WALL PER 12/S2.0 WITH MINIMUM LENGTH IN PARENTNESIS
<br /> 2. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND FRAMING SHOWN.
<br /> NOTIFY ARCHITECT AND ENGINEER OF RECORD IF CONDITIONS ARE NOT AS ,�-`d�
<br /> NOTED
<br /> snaac:
<br /> 3. REFERENCE STRUCTURAL GENERAL NOTES FOR ADDITIONAL INFORMATION HOLD DOWN PER 8/S2.0 ,
<br /> �.4- _ 0 _ �
<br /> � 2018,S+L Architects, LLC
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