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9512 7TH AVE SE 2024 Plans 2025-09-16
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9512 7TH AVE SE 2024 Plans 2025-09-16
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Last modified
9/16/2025 8:15:41 AM
Creation date
9/16/2025 8:13:55 AM
Metadata
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Template:
Address Document
Street Name
7TH AVE SE
Street Number
9512
Permit
B2402-073
Year
2024
Notes
NEW SINGLE FAMILY HOME-RB2306-004 HUDSON-CHELSEA HEIGHTS 46
Address Document Type
Plans
Imported From Microfiche
No
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W <br /> G <br /> w � <br /> U2 o a <br /> LL i W a <br /> w� <br /> n. a, <br /> 7-r <br /> r�. <br /> In ! <br /> I I I I l� zgex <br /> I C I I I Wg <br /> I I I I <br /> I I I I l <br /> I I I I <br /> I I I I <br /> a"-- <br /> I I ,D-D„ = I H <br /> 00 L- <br /> I <br /> I I W <br /> -------=--, L— Q <br /> L-------- <br /> i I <br /> IIII I I 7 U <br /> O Z <br /> I I I 0 <br /> / t RD WAREALL F I 1 NOT SHOIWN OR SPECIFIEDNG OR E _j <br /> l SO'j1 LLJ <br /> ECIFIED S07 TO REMAIN UNCHANGED J <br /> 1 a heel:,,, 4NGED W <br /> ' I <br /> I I I -- <br /> I I I ~ <br /> lii ' I I w <br /> Z w <br /> UJI <br /> ;, 3 5'-0"x2'-6"xl2"THICK FOUNDATION PLAN NOTES. O LL_ <br /> FOt fl1T ,V S07 —] 1 lab on-Grade she 4 th ck Slab shalFbe poured aver Free Drain ng Granular Fill per Geotec dcal Re rt See Architectural Q <br /> FOOTING W/>YA 10"oc P° <br /> ___ __ " EA WAY,BOTTOM Draw nge for Slab Elevat on Depression add Slope repo remanls <br /> L_--_-- --.—� <br /> �^ — 2 vc Consbt o VControl Jo nt' re n Slabs a opt anal but recommended to control cracking.When used,slabreas a betwee l lusts shall Q <br /> _ <br /> —— - approximately square and 400-sf or less Q be <br /> __ J U <br /> 3. Tit Contmoku shall determine acwal mof g t s b sed o 1 f wl grades ands to conditions.Bottom of Foot igs shall be set z Z <br /> on competent,prdpedy graded bear ng soil b i Rost Depth O <br /> 9 Anchor Bolls for Eaw rior Stud Walls shall be"in ac cordance w th Pt-6 of the Shear Wall Scbedule of US06. <br /> O ICI <br /> 6. Sae 10/806 for Simpson t°USP hardware conversion table. _ <br /> ___.y-n......- IDYi' 8'3" 10Yi' <br /> LL U) <br /> LEGEND <br /> E_YDE DED GARAGE OPTIG 4- EL.. 3-CAR GARAGE OPTION-ELEV.'D' <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11806 <br /> SLAB-ON-GRADE PER PLAN NOTL <br /> m <br /> FOUNDATION WALL U) <br /> ti <br /> �] RAISED FOUNDATION WALL <br /> W <br /> BEARING ON SHEAR WALL ABOVE d <br /> N <br /> CRAWL SPADE POST BELOW <br /> O <br /> XX FOOTING CALL-OUT SEE 6/507 but <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 B b <br /> :;,02.1 D(M) <br />
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