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<br /> I. VERIFY SHEAR WALL NAILING HOEDOWNS PER PLAN PRIOR TO - 1�1 =t _ j _
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<br /> 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.G. 1�L _ -- II II-- SIDING r – ISI 1��=f > CI
<br /> ,�� II -� -; � .I-=� -ta ��_�� LINE OF EXIST. ¢ p
<br /> CHAPTER 10. 1 - �C-Ct I_ - 1 I-�7' t GRADE @ 515
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<br /> 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. DRIVEWAY 11 _L'— �, I[I 1I='� F�I��
<br /> 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR I rt a Pr IT__ 111� �1 - �__ Co
<br /> WALL ENVELOPE PER I.R.G. 8703.8 BSMT SLAB �1 1_)=-_) I'mo - BSMT SLAB
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<br /> 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. 8103.2 8103.2.1 \ • 376.53 � ` �t_ I1 ��r-1��� 376.53 \ \ licco
<br /> 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE-INTERIOR
<br /> DOORS. STACKED BLOCK
<br /> 1. PROVIDE CONTINUOUS GU I I CRS 4 DOWNSPOUTS 0 ALL EAVES, TYP. WALL PER SITE
<br /> 5. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM CONDITIONS
<br /> THE STREET FRONTAGE. NUMBERS TO BE MIN. 4" HIGH WITH y2" HIDE E , EVAT1oN
<br /> STROKE 4 CONTRASTING BACKGROUND.1. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. 8303.5 ' R
<br /> 10. SEE COVERSHEET FOR ADDITIONAL NOTES. SCALE: 1/4" = 11-0" `-
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<br /> _ i_ _i �_ - - - - - - ` — - DESIGNED BY: DATE:
<br /> �_ ]1 - I _ - � - - - - OP 201'+1
<br /> DRAWN DATE
<br /> EGRESS- T-'-_'-,
<br /> AG 10/17/Iq
<br /> -L —I 1 i----, PROJECT MANAGER:
<br /> —_hc LINE OF EXIST. - - - - - - - � - -
<br /> ADHERED VENEER — _
<br /> ' - r-1 -- I—. GRADE _ — — -
<br /> CHARLES PATTON
<br /> J �
<br /> Ail]
<br /> -f r 1 REVISED BY: DATE:
<br /> �I - ___,--)_1,_ -
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<br /> ,_ -. LATERAL BY: DATE:
<br /> r f r:
<br /> •
<br /> v,-. — — MEI 10/I/Iq
<br /> I LATERAL JOB NUMBER:
<br /> .
<br /> L _. _ T
<br /> � 0ia-41a
<br /> SCALE: 1/4” = I'-0"
<br /> All
<br /> AIS
<br /> ANW WOODINVILLE OFFICE
<br /> JOB NUMBER:
<br /> 110151
<br />
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