My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9502 18TH AVE W 2023 UNIT G Plans 2025-07-15 (2)
>
Address Records
>
18TH AVE W
>
9502
>
UNIT G
>
Plans
>
9502 18TH AVE W 2023 UNIT G Plans 2025-07-15 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/15/2025 8:21:18 AM
Creation date
1/23/2025 8:14:44 AM
Metadata
Fields
Template:
Address Document
Street Name
18TH AVE W
Street Number
9502
Tenant Name
UNIT G
Permit
B2310-043
Year
2023
Notes
NEW SFR - REF RB2306-005 - UNIT G
Address Document Type
Plans
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
44
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
0 <br /> vi J <br /> W <br /> U $O <br /> p € xl <br /> u <br /> Uf o Rti <br /> = � w3 <br /> ML <br /> m <br /> n <br /> z <br /> / 4�F'q;1Sry�ry � <br /> NAL F T <br /> —5--0" 10'-G" <br /> I I l <br /> al aI oo W <br /> r_- ---__- L- _-_ W <br /> < <br /> s <br /> PL4J'" I- --T-- <br /> \T __ <br /> I I I 'sOP Z <br /> Z <br /> O <br /> — \ i ALL+R In )- RDWARE I 1 ALL FRAMING OR HARDWARE <br /> s07 NOT SI IO UN , EC PIED <br /> i S0T _ NOT SHOWN OR SPECIFIED <br /> TO REMAIN I'�l ANGED _ I TO REMAIN UNCHANGED W <br /> LLJ <br /> LLJ <br /> 'I <br /> I ( 3 O w <br /> BD FOUNDATION PLAN NOTES LL <br /> , t. Slab-on-Grade shall be 4'1h Ck.Slab shall be poured over Free Draining Gran F 11 per Geolechn cal Repoli See ArchteUural O <br /> Drawings for Slab Elevation,Depression,and Slope requrtements <br /> 2 Construct on/Control Jomt in Slabs are opl o lal but recommended to control cracking.When used slab areas between jo sis shall <br /> P1-6 - - - ry — — be approximately square and 400 sf or less Q V <br /> 10y" 8'3" 1 Oy _ 3. The Contractor shall property <br /> graded <br /> actual footing elr,Frost based on final grades and site conditions.Bottom of Footings shall beset Z <br /> on competent,properly gradetl bearing soil below Frost Depth. 1f� <br /> ---5'-0" 2 4. Anchor Bolts for Estenor Stud Walls shall be;n actor ma with Pt-6 of the Shear Wag SchedWe of 1/SO6,u.o.n. O <br /> 5. Sae 10/SO6 for Simpson to USP hardware conversion table. O V <br /> EXTENDED GARAGE OPTION-ELEV.'A 3-CAR GARAGE OPTION-ELEV.'A' LL- D <br /> __-_-----___ ---__- LEGEND <br /> xx � <br /> SX.X DETAIL CALL-OUT <br /> 1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1tS06 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> do <br /> _ do <br /> r � <br /> FOUNDATION WALL N <br /> r <br /> RAISED FOUNDATION WALL <br /> _ W <br /> BEARING OR SHEAR WALL ABOVEId <br /> a <br /> ~ N <br /> CRAWL SPACE POST BELOW <br /> OFOOTING CALL-0UT SEE!i-- g1 0 <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 <br /> S02.1A(M) <br />
The URL can be used to link to this page
Your browser does not support the video tag.