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9502 18TH AVE W 2023 UNIT Q Plans 2025-07-15 (2)
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9502 18TH AVE W 2023 UNIT Q Plans 2025-07-15 (2)
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Last modified
7/15/2025 8:32:58 AM
Creation date
1/24/2025 11:08:10 AM
Metadata
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Template:
Address Document
Street Name
18TH AVE W
Street Number
9502
Tenant Name
UNIT Q
Permit
B2310-030
Year
2023
Notes
NEW SFR - REF RB2306-005 - UNIT Q
Address Document Type
Plans
Imported From Microfiche
No
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G <br /> h <br /> �J <br /> V! <br /> W <br /> p xl <br /> U � - <br /> a; w� <br /> H <br /> m <br /> z <br /> Tas„,ry <br /> ----5'-0' 10'_D„ -- <br /> I - I <br /> 00 w <br /> a a <br /> --- -------- p_g° <br /> -------- - ----- 7 W <br /> U`-- L- <br /> =a I s J <br /> �g Q <br /> so soy U <br /> ' O z <br /> z Q <br /> - ALL Th 11INI,c RDWARE ALL FRAMING OR HARDWARE W <br /> S07 NOT REMAIN 1 t .i ECIFIED - 507 NOT HOWN TO REMAIN UNCHANGEDD J <br /> TO REMAIN JV: >NGED <br /> "I <br /> I I i <br /> I! 1 W <br /> z W <br /> II s O W <br /> S07 _,30 FOUNDATION Saon Grra-snot Se 4'd,iDa Slab shall be in Granu ar ill Geolechii cal Re rt.See Architedural Pouted over F s. g per poOTES LL <br /> O <br /> �• - --.- - _ Drawings for Slab Elevation Depress on and Slope requirements. <br /> Ly 2 Construct—iControl Joint in Slabs are o t / <br /> inp anal but recommended to control cracking When used,slab areas between joists shall Q <br /> or -' ——— be approi mately square and 400 sf or less. V <br /> N <br /> _ _ ———_ 1 The Contractor shall determine aqua)foot ng alevatons based on final grades and site conditons Bonom of Footings shall be set z <br /> on competent properly graded bear ng suit below Frost Depth. Z <br /> 10Ys' 8'3" 10Ys" 4. Anchor Bolts for Enterior Stud Walls shall be in eccoriurri—th P1-6 of the Shear Wa®SchedWe of 1/S06,u.e.n. O <br /> 5. See,0/S06 for Simpson to USP hardware conversion table. O <br /> EXTENDED GARAGE C 116N LLL i. 3-CAR GARAGE OPTION-ELEV.'A' V— <br /> _----_.__.____ _.. LEGEND <br /> xx � <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> SIAB-ON-GRADE PER PLAN NOTE 1 k <br /> ag <br /> 0� m <br /> FOUNDATION WALL <br /> ---J W <br /> r <br /> 1 RAISED FOUNDATION WALL <br /> bu <br /> W <br /> BEARING OR SHEAR WALL ABOVE <br /> w o <br /> CRAWL SPACE POST BELOW <br /> o a <br /> OFOOTING CALL-OUT SEE 5/S07 o <br /> STEP STEP TOP OF STEM WALL <br /> so2.1A(M) <br /> I <br />
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