My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9508 7TH AVE SE 2024 Plans 2025-08-20
>
Address Records
>
7TH AVE SE
>
9508
>
Plans
>
9508 7TH AVE SE 2024 Plans 2025-08-20
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/20/2025 10:31:54 AM
Creation date
8/20/2025 10:30:04 AM
Metadata
Fields
Template:
Address Document
Street Name
7TH AVE SE
Street Number
9508
Permit
B2402-069
Year
2024
Notes
NEW SINGLE FAMILY HOME-RB2306-005 LENNON-CHELSEA HEIGHTS 02
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
C <br /> IL r W.< <br /> a< a w <br /> ii <br /> O( <br /> mm <br /> 0.-. <br /> ~ J <br /> z a> <br /> za- <br /> L4 <br /> T. <br /> I I I <br /> d- W��My�� H <br /> a l LL <br /> III (;' I"-.J ; P7-6 LL <br /> I r_ -- — ----- LL <br /> F• I P1-4 <br /> I I I I saP I <br /> OI <br /> J 7 II - ROWARE 507 ALL FRAMING OR HARDWARE <br /> -�:SO�i r 'ECIFIED I - NOT SHOWN OR SPECIFIED 7 L uLf <br /> ,.t. ANGED r TO REMAIN UNCHANGED a _ ■ <br /> I W LLJ <br /> I _ I <br /> 1 <br /> Ii I <br /> - <br /> I llff, � II <br /> I <br /> l l LL1 <br /> z LL <br /> 3 p W <br /> S07 30 FOUNDATION PLAN NOTE — LL <br /> , I <br /> �_— __ 1, Slab-on s to,tab EJey 4,,thick.Slab hall d poured ova D a nng Grano l per Geolech�i cal Report Be.ArchdeGural Q <br /> - _ _ Draw ngs for Slab ElevaU Dep - and Slope requl ts. } <br /> < < <br /> '---� —————— ——— 2 ConslructienrControl Ja nl in Slabs are optional but recommended to control aackmg.When usetl Slab areas battveen jo sts shall <br /> L 9be approz mately square and 400-a or less. Q U <br /> The Cont actor albeit determ'rte actual foal ng elevations based on final grades and site conditions Bottom of Footings shall be set z ^ Z <br /> on competent properly graded beai ng soil below Frost Depth. P1 O <br /> 70Yz' 8'3" tOYz" _ <br /> 4. AnOhOr 80115((1!EXIelIUr Stud We115 4h211 LE II'i iCCCfdPnw wiU-i P1-6 of the Shear Wal SchadWE of 11506,u.u.n. I— <br /> U <br /> 6, See 101506 for Simpson to hardware conversion table. p � <br /> Ea r- -QED GARAGE.-t 3-CAR GARAGE OPTLDN-ELEV.'A' L ' D <br /> LEGEND <br /> XX <br /> FP— <br /> SX.X DETAIL CALL-OUT <br /> 11- ANCHOR BOLTS FOR SHEAR WA`L ABOVE PER SCHEDULE OF IIS06 <br /> SlA6-ON-GRADE PER PLAN NOT`t <br /> do <br /> ----, m <br /> L�J FOUNDATION WALL � <br /> N <br /> f- <br /> 0 RAISED FOUNDATION WALL <br /> W <br /> d- <br /> .a...a.. I1Y�I�yyII�I�I �yII IIIIy�IIC I�I <br /> C_—•�� pGUt IYti�Yt�11�R�NINLL��V N <br /> L <br /> I � � <br /> CRAWL SPACE POST BELOW <br /> O <br /> I <br /> O FOOTING CALL-OUT SEE-.1 lyl <br /> IY <br /> STEP STEP TOP OF STEM WALL <br /> a B 16 S02.1A(M) <br /> va•=r-0• <br /> o i z 71I <br />
The URL can be used to link to this page
Your browser does not support the video tag.