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2122 106TH ST SW 2025-03-12
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2122 106TH ST SW 2025-03-12
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Last modified
3/12/2025 7:36:37 AM
Creation date
10/28/2024 10:45:11 AM
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Address Document
Street Name
106TH ST SW
Street Number
2122
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ELEVATION NOTES- <br />I. VERIFY SHEAR WALL NAILING t HOLDOWN5 PER PLAN PRIOR TO <br />INSTALLING SIDING. <br />2. CAULK ALL EXTERIOR JOINTS t PENETRATIONS. <br />3. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT <br />EXTERIOR WALL ENVELOPE PER I.R.C. R103B <br />4. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. R9052B <br />5. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 7 <br />GARAGE -INTERIOR DOORS. <br />6. PROVIDE CONTINUOUS GUTTERS 6 DOWNSPOUTS ® ALL EAVES, TYP. <br />,. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE <br />FROM THE STREET FRONTAGE. MIN. 4' HEIGHT, 1/2' STROKE WIDTH <br />AND CONTRASTING BACKGROUND. <br />8. PROVIDE STAIRWAY ILLUMINATION PER I.R.C. R303A <br />9. SEE SHEET At FOR ADDITIONAL NOTES. <br />10. PROVIDE SURFACE DRAINAGE 6' : 10 MIN. AWAY FROM HOUSE <br />FOOTPRINT IRC R4013 <br />01 <br />NOTE: <br />CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF <br />PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO <br />DESIGNER PRIOR TO COMMENCING WORK DESIGNER SHALL NOT BE <br />RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM <br />UNAUTHORIZED WORK PERFORI" IED BY THE CONTRACTOR <br />TOP OF ROOF <br />3 L/ <br />12 <br />Q3 <br />COMP. SHINGLES TYP. <br />METAL ROOFING <br />PL. a UPPER FLOOR <br />2.19:12 <br />PL. m UPPER FLOOR <br />CONT. METAL GUTTER <br />Ell FASCIA <br />?' <br />B <br />BOA/RD YP <br />9 <br />E <br />n CEDAR SIDING, TYP. <br />"�, <br />CEDAR SIDING, TYP. U <br />------------ <br />UPPER FLOOR <br />UPPER FLOOR <br />PL. ® MAIN FLOOR <br />-- <br />PL. ®MAIN FLOOR <br />SOFFIT, VENT t <br />INSULATE GANi'L <br />-- -- <br />W/ R-38 INSUL. PER <br />- <br />ENERGY CREDIT OPTION la <br />9 <br />p — <br />HARDIE PANEL 6 <br />HARDIE PANEL <br />® <br />SIDING, TYP. Q <br />SIDING, TYP. <br />-. <br />-. <br />L �I <br />i <br />MAIN FLOOR <br />.-..: <br />MAIN FLOOR <br />_ FINISH GRADE <br />FINISH GRADE <br />CONCRETE PATIO <br />COMP. SHINGLES TYP. <br />3:12 <br />POST PER STRUCTURAL I SOFFIT, VENT 4 <br />ENGINEERING 5-5HEETS INSULATE CANT'L <br />W/ R-30 IN5UL. <br />FREAK CSCL�T�) ELEVATION <br />SCALE: 1/4' • 1'-0' <br />1 <br />II _ <br />�I <br />ml�a <br />TT �} <br />WRAP -ROUND <br />COLUMN <br />ROUGH-SAII.I'I POSTS <br />LEFT (EAST) ELEVATION <br />SCALE: 1/4' = 1'-0' <br />— 12:3 — <br />LLB <br />EFIN <br />GLAZING IN ALL FIXED AND OPERABLE <br />PANELS OF SWINGING, SLIDING AND <br />BIFOLD DOORS SHALL BE CONSIDERED <br />A HAZARDOUS LOCATION, R308.4.1. <br />54FETY GLAZING. <br />PL. ® UPPER FLOOR <br />CEDAR SIDING, TYP. <br />0 <br />6� <br />UPPER FLOOR <br />PL. ® GARAGE SLAB <br />CONT. METAL GUTTER <br />ON 5/4X8 FASCIA <br />BOARD TYP. <br />CEDAR SIDING, TYP. S <br />0 <br />LIGHTWEIGHT STONE <br />VENEER, TYP. 3 <br />A, <br />GARAGE SLAB <br />I <br />S <br />N <br />U <br />J <br />J <br />6 <br />a <br />6 <br />14 <br />IL o <br />o �a <br />m 3Um <br />B Da <br />� cQ <br />Q 673 <br />Z wpm <br />W Lu <br />0 <br />m T500 <br />a N�a <br />D <br />v� <br />m� <br />z <br />K <br />W <br />�Z <br />W <br />z <br />W <br />z <br />V <br />w <br />z�E <br />Lu <br />13 <br />NQ <br />Q <br />Q <br />Project # - <br />17174 <br />Sheet <br />CITY OF EVERETT A5 REVIEWED FOR PERio, ' <br />
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