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9570 7TH AVE SE 2024 Plans 2025-09-16 (2)
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9570 7TH AVE SE 2024 Plans 2025-09-16 (2)
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Last modified
9/16/2025 10:42:04 AM
Creation date
9/16/2025 10:40:23 AM
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Template:
Address Document
Street Name
7TH AVE SE
Street Number
9570
Permit
B2403-071
Year
2024
Notes
NEW SINGLE FAMILY HOME-RB2306-001 THELON-CHELSEA HEIGHTS 23
Address Document Type
Plans
Imported From Microfiche
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0 <br /> 0 <br /> F_ <br /> y0 <br /> p xr <br /> r� <br /> �m z <br /> w= <br /> m <br /> m <br /> 5, <br /> U S N <br /> �2y�gi <br /> W�L <br /> qt ASy�ry <br /> I LU <br /> o 10, I J <br /> I � LU <br /> I Q <br /> r -- Pt-- <br /> III 1 L I r = r L------ 7 C7 <br /> 7Pill <br /> P L <br /> 1-6 O O <br /> 'O UJ o A W <br /> ALL FRAi I Ju ti ALL FRAMING OR HARDWARE <br /> 's NOT SHuvvl101,SP NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNC I I TO REMAIN UNCHANGED <br /> I <br /> z W <br /> l ! I O W <br /> I FOUNDATION PLAN NOTES: L_ <br /> 3 1 Slabron-Grade shall ba 4"thick Slab shall be poured aver Free Draining Granular Fill per Geotechn cal Report See Arch tequral Q <br /> 1 i i SOT O Draw ngs for Slab Elevation Oapressicn antl Slope requirements } <br /> �_�__ I L—— ——— f 2 ConstructionyV Joint in Slabs are opfonal bu[recommendetl[o control crack'ng When used slab areas netween jo sls shall Q Q <br /> I be a pproxim.talely square and 400 sf or I.e.. <br /> o t�� F�t"> - L____ o L—— _ 3- The Contractor shall determine actual foot ng elevation,based on final grades and she conditions.Bottom of Footings shall be set z n Z <br /> -t— - competent,properly graded bearing sail below Frost Depth, Vi Q n N on <br /> _ 4. Anchor Bolts for Exterior Stud Wajls shall be in accordance with P1-6 of the Shear Wan Schedule of V s06.u.o.n <br /> f------5-U"-- 5. See 10/S06 for Simpson to USP hardware conversion table. O <br /> 1oYz' B's" 1,oyY p <br /> LEGEND <br /> EXTENDED GARAGE OPTION-ELE`;. 3-CAR GARAGE OPTION-ELEV.'A' <br /> SX.X DETAIL CALL-OUT <br /> P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> Q <br /> -' SLAB-ON-GRADE PER PLAN NOTE 1 1- <br /> --- <br /> L�J FOUNDATION WALL N <br /> F <br /> RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE <br /> CRAWL SPACE POST BELOW <br /> O <br /> OFOOTING CALL-OUT SEE 5/S07 <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 i6 <br /> S02.1A(M) <br />
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