My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1118 80TH ST SW BASE FILE 2022-01-24
>
Address Records
>
80TH ST SW
>
1118
>
BASE FILE
>
1118 80TH ST SW BASE FILE 2022-01-24
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/24/2022 2:04:03 PM
Creation date
1/24/2022 2:03:32 PM
Metadata
Fields
Template:
Address Document
Street Name
80TH ST SW
Street Number
1118
Tenant Name
BASE FILE
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.
/
34
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
BACKFlLL <br /> (E) GRADE <br /> X �W <br /> Jr: • . <br /> .. .�• .. • • •ems' <br /> • it FOOTING BEYOND <br /> TYPE A BRACKET 11 CHIP OUT POCKET IN (E)FOOTING <br /> FLUSH WITH FDN WALL POCKET <br /> (PIERTECH P/N 2.88—TLB) WIDTH TO MATCH BRACKET WIDTH <br /> 2 7/8'0 EXTENSIONS (5' OR 7') <br /> (PIERTECH P/N 2.88—E5G OR <br /> 288—E7G) <br /> 2 7/8'0 X 7' LEAD W/10'0 HELIX NOTE PILE EMBEDMENT SHALL BE <br /> (PIERTECH P/N 2.88—L71OG) <br /> 8'—O' MIN INSTALLED PER 1HE <br /> TORQUE CORRELATION METHOD TO <br /> ACHIEVE 2X DESIGN LOAD NOTED ON <br /> P THE FOUNDATION PLAN. <br /> Q <br /> 2 7/8"0 BOLTED HELICAL DETAIL <br /> • \ <br /> SAW—CUT(E) SLAB <br /> do FlLL/REPAIR <br /> . WITH CONCRETE <br /> • .a AFTER INSTALLATION <br /> M2 <br /> • <br /> • .• ii <br /> Ili FOOTING BEYOND pN\EL 1114), <br /> CHIP OUT POCKET IN (E) FOOTING ��0 °F WAS*TYPE A BRACKET FLUSH WITH FDN WALL POCKET �Z 1 > <br /> (PIERTECH P/N 2.88—T1B) WIDTH TO MATCH BRACKET WIDTH Z h y <br /> 2 7/8'0 EXTENSIONS(5' OR 7') �'�� ` 'mg`= <br /> (PIERTECH P/N 288—ESG OR -p 40643 <� <br /> 2.88—E7G) �� 4' ISTcR � <br /> 2 7/8'0 X 7' LEAD W/10'0 HELIX NOTE PILE EMBEDMENT SHALL BE FSS/�NAL�-�G(PIERTECH P/N 2.88—L710G) 8'-0' MIN INSTALLED PER THE <br /> TORQUE CORRELATION METHOD TO <br /> ACHIEVE 2X DESIGN LOAD NOTED ON <br /> P THE FOUNDATION PLAN. <br /> Q2 7/8"0 BOLTED HELICAL DETAIL <br /> 0. <br /> H22 <br />
The URL can be used to link to this page
Your browser does not support the video tag.