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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
Metadata
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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
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I <br /> FOUNDATION PLAN NOTES: <br /> 1. SIGradea all a 4> Iab shall be poured over Free rainier Geotechni<al Report.$ea Architectural -_ <br /> Drawings far Slab Elevah.h.Dapressun,and Slope requirements. <br /> 2. Construction/Control Joint in Slabs ale optional but recommended w control cracking.When used,slab areas between loisw shall W „.-'_ <br /> W approximately square end 400-sf or less. <br /> 3. The Contractor shall determine actual footing elevations based on final glades and site conditions.Bono.of Footings shall be set <br /> on competent,properly graded bearing soil below Frost Depth. r u 1 <br /> U <br /> li= Q <br /> 4. Anchor Bolts for Exterior Stud Walls Shall be in accordance with P1-6 of the Shear Wall Schedule of 1/SOfi, <br /> 0 5. Sae 10/SO6 for Simpson to USP hardware conversion table. Q -r w <br /> F-F <br /> LEGEND mm <br /> 6r <br /> QF,p S X DETAIL CALL-OUT <br /> SLAB-ON-GRADE 'p9 <br /> LI_. STOOP Ys 24 P1- ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1IS06 to g <br /> - - - - L J 2%" SLAB-ON-GRADE PER PLAN NOTE 1 <br /> STUB OUT <br /> _ REBAR 18" FOUNDATION WALL <br /> (3 PLACES) <br /> Pt (-� RAISED FOUNDATION WALL ��-. _F- - I (� BEARING OR SHEAR WALL ABOVE Z <br /> —————— ------- u <br /> I <br /> I 1 <br /> CRAWL SPACE POST BELOW I I I � r <br /> nr <br /> FOOTING CALL-OUT SEE 5/S07 <br /> Go 0STEP STEP TOP OF STEM WALL <br /> I I <br /> 18 18 16 ss6s R" <br /> O O L 1.10. .� <br /> I ® ON , <br /> j J L J L <br /> I 1 I <br /> 00 LL <br /> L.L _J <br /> w <br /> I I � <br /> ,r� <br /> L®J ®JL—J _ �/ < <br /> -- , t8 24 ,8 (9 <br /> I I I I`4 O Z <br /> I J Q <br /> I W W <br /> LLLI <br /> I I I I m <br /> I I 16 16 I I <br /> r—� r—r <br /> 2'-0" J 6-5Yi2=0" I— <br /> I I <br /> LLI <br /> I I I I W <br /> s ALL FRAMING OR HARDWARE O <br /> I NOT SHOWN OR SPECIFIED LU <br /> TO REMAIN UNCHANGED l LL <br /> I <br /> O <br /> HD HD <br /> _.3'8" 5-3' 24"MIN RAISED F-- <br /> a,\ I ) STUB OUT STEM WALL RETURN <br /> -20\5� I �p�p REBAR 18" 1 U <br /> dTEM --- STEP L 0� y STEM y.�N�\`� STEP L— (3 PLACES) STEP J <br /> - ---- ---- — ---- ------ Z O <br /> - - <br /> -_ Zoo I — STUB OUT REBAR ---- — — --,_r 7 <br /> O <br /> 18"(3 PLACES) , o <br /> L <br /> -- ATTACH 2x PORCH <br /> 21 WALLS DIRECTLY E <br /> x PORCH- —_ TO PORCH SLAB <br /> ,R CTLY S07 SLAB-ON-GRADE PER 12/S07 <br /> CH SLAB PORCH <br /> R 12/S07 <br /> REFER TO ARCH'L <br /> SECTION D3814 FOR 1 SLAB-ON-GRADE <br /> FRONTPORCH S07 PORCH S <br /> FOUNDATION <br /> _ CONSTRUCTION REFER TO ARCH'L m <br /> SECTION D38/4 FOR on <br /> FRONTPORCH <br /> FOUNDATION <br /> V-11" t'-3" 10'-5Yi' CONSTRUCTION n <br /> 0" <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' w a <br /> a N <br /> w <br /> K <br /> 114"=1'-0" U I 2 8 16 <br /> S02B(M) <br />
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