My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
40130321 - Permit (2)
PBA
>
Building
>
Permits
>
W
>
Walnut St
>
1501 W Walnut St Unit# 40
>
40130321 - Permit (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/16/2022 2:44:24 PM
Creation date
11/16/2022 2:44:21 PM
Metadata
Fields
Template:
Permit
Permit Number
40130321
Full Address
1501 W Walnut St Unit# 40
Permit ID
222100
Master ID Number
2016-130957
Project Name
West first and Pacific Townhomes
Street Number
001501
Street Direction
W
Street Name
Walnut
Street Suffix
St
Unit Number
40
Building Use Code
Resid-Multi-unit
Job Types
New
Permit Type
Mechanical
Applied Date
7/25/2016
Issued Date
5/3/2017
Finalized Date
11/9/2018
Flood Zone
X-0602320257J
Description of Work
Plan 5B/fees pd on M-69488
Nature of Work
New Condo w/garage
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
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).
Show annotations
View images
View plain text
8of8 <br />#4 AT 16,' O.C. TYPICAL AROUND ENTIRE(usr srupsor "sET-xp" Epoxy ADHESTvE <br />TO BACKFILL HOLES SOLID. EMBED MIN. J-1l2" THICK CONC. BUILT_UP <br />SLAB ToPplNc w,/#J REBARS AT 16" o.c. <br />EACH WAY AT MID:DEPTH OF SLAB OVER- <br />POUR. PROVIDE 1/2" IO 2" OF CLEAN <br />COMPACTED SAND UNDERLAIN NEW SLAB. <br />PERIM ETER <br />DOWELS INTO EXIST G CONCRilE <br />ESR-2508AS INDICATED.) <br />NI <br />HOUSE <br />SI-AB OR <br />GAR.CURB <br />rcc <br />J <br />8 <br />( <br />E <br />1 CLR ELASTOMERIC <br />CAULKING <br />GARAGE <br />S LAB <br />$ <br />4 DEFORMED "1,, SHAPED BAR <br />OWELS AT 16" O.C USE SIMPSON <br />SIVE TO BACKFILL''SET_ XP " EPOXY ADH <br />HOLIS SOL,D. EMBED DOWELS 2_1/8" <br />rNTo EXrsTr\G c0NCRfr-E.) tcc #tSR-2508 <br />_tr-_-_____:::-_--:---_::::::::::::::,b <br />xoiIi! A'{CTIORS/REBMS IUSI BE UN}SII]REIOFoi 4a hRs. rfraR Nsra r nolt <br />2. COMICI EIqIIIA ffiQ,r AT Ilrlt Of <br />COTSIR]CTIoN ru IIIPEFIIURE IS I{OI <br />8€rtEDr 45'f & lto F, <br />.1. Pno/Dt sPEq I iGPECrpx. PEF StflloN <br />1704 r 1705 (CE mrJ) <br />4 -MrN. I lc) of c0 c = PER P[Arl <br />-utN cb{c co[R ro E RrH i' <br />-vlN. COrlC. COtrR TO A roRlfo toct- 2' <br />-w^TER-Ct!€[ R^rO (rW)- PE PlIn-tl l. @ CRIIE SrUUP- a' <br />5 ROI,GHEN O(EIlr,E CO,TC8EIE {}l/a'lAI coafilcl $lRfrc! curr. glRfra, <br />rRor o(!es l,s[ uo[6 rGExT lrconrcl grRfrc€ EtIr€EN g6'IlrG <br />Al{0 llEY cor€EEtE <br />6 fINI9I TOP Of N[tI CONCREIE FIUSH $IH <br />srRFrcE oF AAJOiti[rG su8. to \ERI]crI <br />OEVIATIOI S PEilrIIID. <br />|ATCHID ARE{s DTOrlT! E(EIIIICr0!mAIE.r. <br />c CONCRETE SLAB TOPPING AT EXISTING COND. <br />I <br />I <br />I <br />t <br />f-,"*l' <br />I-elrubl -| <br />I <br />I
The URL can be used to link to this page
Your browser does not support the video tag.