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9502 18TH AVE W 2023 UNIT L Plans 2025-07-15 (3)
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9502 18TH AVE W 2023 UNIT L Plans 2025-07-15 (3)
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Last modified
7/15/2025 8:34:23 AM
Creation date
1/24/2025 10:48:47 AM
Metadata
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Template:
Address Document
Street Name
18TH AVE W
Street Number
9502
Tenant Name
UNIT L
Permit
B2310-029
Year
2023
Notes
NEW SFR - REF RB2306-003 - UNIT L
Address Document Type
Plans
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No
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.................. <br /> 0 <br /> - wN <br /> W >Z <br /> 3c <br /> o, x� <br /> m <br /> E U <br /> �w � w= <br /> LO c >3 <br /> a ww <br /> F- <br /> mm <br /> e <br /> tr <br /> � 5 <br /> 0 ass <br /> I I 11150T _. � <br /> I w <br /> I I I <br /> I I I I �T-I <br /> I I <br /> I I I <br /> �1 <br /> I I <br /> IL 0 <br /> --- _� <br /> ^-LP,6F L——— �--- Q <br /> Z C9 <br /> O Z <br /> I I O <br /> I 'A <br /> S07 ALL F RA.IN R HA R G O 'FARE 1 ALL FRAMING OR HARDWARE J <br /> NOT SHOWN OR SPE, IED S07 NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCH- 5� o I TO REMAIN UNCHANGED w <br /> N � I = Q <br /> I I I <br /> I I <br /> w <br /> I II <br /> Z LLI <br /> 0 Uj <br /> Uj <br /> THICK 13 FOUNDATION PLAN NOTES' LL <br /> 6-0'x2'-6"X..THICK n ratle sh II be 4 t ck. la hall be <br /> ,�OTING W/7f4 @ 10"oc ——— S07 — I— , FOOTING W/i/4 @ 10"oc t. la-o a i poured over ree Dra ring ranular r per eotechn ca apart ee Architectural F— Q <br /> EA.WAY,BOTTOM L_ —J EA.WAY,BOTTOM Draw ngs for Slab Elevat on Depress on antl Slope requirements <br /> --_ I I_ <br /> I - 2. be appmimat anlrul Joiare n Slabs are optonal but recommentletl to co nrol creGong When used,slab areas between joists shall Q _ <br /> —— ———-, L—— be approximately Square and 400-sf or less Q U <br /> 0. The contractor shall:1,11—lim antral footing elevations based on final grades and site wnditions.Sonora of Footings shall be set 7 Z <br /> on competent property graded bearing soil below Frost Depth LJ� O <br /> 4. Anchor Bolts for Exterior Stud Walls shall be in accordance with Pt-6 of the Shear Wall Schedule of 1/506.u.o.n. <br /> P1 6 5. See 10/S06 for Simpson to USP hardware wn mion table. O U <br /> 6'0" 10yil —I., 10Yz" U <br /> EXTENDED GARAGE OPTION-ELEV._A' 3-CAR GARAGE OPTION-ELEV.'A' LEGEND � <br /> xx —' <br /> SX.X DETAIL CALL-OUT <br /> 1®- ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11SO6 <br /> G <br /> SLAB-ON-GRADE PER PLAN NOTE i <br /> f <br /> ---� m <br /> LOJ FOUNDATION WALL N <br /> F <br /> RAISED FOUNDATION WALL <br /> w <br /> 0 BEARING OR SHEAR WALL ABOVE d <br /> w N <br /> Qr�sr <br /> CRAWL SPACE POST BELOW O <br /> XX FOOTING CALL-OUT SEE 5/S07 �j o <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> , z a 6 16 <br /> S02.1 A(M) <br />
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