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EXISTING <br /> JOISTS <br /> 38' 5' <br /> DOUBLE1O <br /> GIRDER <br /> O2 WALL `, <br /> SILL & O <br /> ANCHOR <br /> VAP. ® <br /> I <br /> GRADE \ :::, <br /> BARRIER <br /> 18 — — 6 <br /> B <br /> 12 24X #4 REBAR® <br /> .___i_ ! i ,,,/r.- z VERTICAL <br /> 20' <br /> 6 � <br /> 4 / <br /> B r <br /> 1 4 —1 <br /> CONCRETE-ENCASED ELECTRODE 30 CRAWL ACC . SECTION VIEW A-A <br /> (UFER GROUND) REQUIRED _ Scale: 1 :12 <br /> PER NEC 250.50 <br /> (INSPECTED AT FOOTINGS) Permit#: BW1609-006 <br /> Site Address: 1531 ROCKEFELLER AVE <br /> .0. A Owner: GRUBAUGH DANE A&ADRIENNE <br /> Tenant: [TenName] <br /> 7 - _ App.Date: 9/13/2016 <br /> © UFERGROUND A Proposed Use: SFR DETACHED <br /> PLAN VIEW Description: POUR CONCRETE FOOTING AND WALL <br /> Scale: 1 :48 <br /> UNDER EXISTING STRUCTURE <br /> EXISTING <br /> JOISTS NOTES: Reviewed By: Date: �/�0 <br /> 4X GIRDER <br /> 1 . DOUBLE 2X6 GIRDER PLATE. /�OfFice Set Job Site Set Fire/Planning Set <br /> 2. 2X4 STUD GRADE WALL @ 16" O.C. , 1 /2" OSB OUTER. <br /> 4X4 POST W/ CAP 3. 2X6 P.T. SILL W/ ' 1/2" X 10" J-BOLTS EMBEDDED 7" , 1/4 PLATE WASHER, P, <br /> . LOCATED WITHIN 12" OF PIECE ENDS, MIN 2 EACH PIECE. �-, �-� <br /> 4. 6MIL BLACK VAPOR BARRIER ON GRADE WITHIN WALL, LAP EDGES 12" . t <br /> �` 5. 4X #4 REBAR HORIZONTALS TYPICAL THROUGH SECTION. <br /> f� 4X4 POST BASE 6. VERTICAL BARS 1 ' FROM CORNERS AND 4' O.C. , BENT TO TIE W/ FOTTING REBAR. �D Z 6 2� � <br /> 7. UFERGROUND 20' #4 RUNNING THROUGH FOOTING AND BENT 90 DEG. <br /> � TO PROTRUDE THROUGH TOP OF CONCRETE WALL CITY OF EVERET� <br /> 6 8. VENTIALATION OPENINGS IN UNDER-FLOOR WALL SHALL HAVE A NET AREA. 2.. ' Perm it Services <br /> i GREATER THAN 1 SQ FT PER 150 SQ FT OF UNDER-FLOOR AREA. <br /> 9. MIN CONCRETE STRENGTH 2500 PSI. PROPOSED FOUNDATION FOR EXISTING STRUCTURE <br /> 18 —I 1531 ROCKEFELLER <br /> SECTION VIEW B-B DANE GRUBAUGH <br /> Scale: 1 :12 <br />