My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
830 SE EVERETT MALL WAY HARVEST CHRISTIAN CENTER 2018-01-01 MF Import
>
Address Records
>
SE EVERETT MALL WAY
>
830
>
HARVEST CHRISTIAN CENTER
>
830 SE EVERETT MALL WAY HARVEST CHRISTIAN CENTER 2018-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/7/2019 3:08:17 PM
Creation date
10/7/2019 2:52:20 PM
Metadata
Fields
Template:
Address Document
Street Name
SE EVERETT MALL WAY
Street Number
830
Tenant Name
HARVEST CHRISTIAN CENTER
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
206
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
�� <br />March l2, 200'J <br />'N6/NEE?/NG / PUBL/C SERY/CES OEPARTAIENT <br />Ms. Rulh Gonzales <br />Gonz�les Design Parincrs <br />P.O. Box 97 <br />Arlington, Washington 98223 <br />Project: Raptishy and Sound 13ooth <br />JoU Address: S30 SE Evcrctt Mull Way <br />Plan Review No: B0901-018 <br />Dcar Ruth, <br />Atier revicwing the revised plans, the following issues still rcquirc resolution prior to pcmiit issuance. Pleasc <br />provide revised dnwings and a response letter that s(ales how each item has been resolved on the drawings. Fcr <br />additional clarification, please cloud and identify revisions to the dra�vings Cor permit. The recheck items are <br />listed below rcferencing the comment numbcrs from thc previous lettcr. <br />Structural-New drawingsfor balcony extension <br />1. 1'he structural drawings for the Ualcony enlargemcnt do not ma[ch Ihe archilectural drawings. Please <br />indicnle ihat the joisis cantilever bcyond the supporling Ueam on the struclu-ai drawings, and indicate <br />dimensions and cxtcnt of thc ncw construction. <br />2. Thc 4 x 12 beam Ihat spans 2G feet appears to bc under-designed. Plcase provide design calculations <br />and any neccssary rcvisions. <br />3. Morc dclails arc rcquircd to show how and whcre thc ncw joists 1'or thc balcony auach to thc cxisting <br />structurc for thc balcony. Plcasc clarify. <br />4. Plcase provide a post to bcam connection deluil. <br />Recheck items <br />1. General comment 4: "Che baptisteiy cul shect docs not have drainagc indicuted. Plcase indicate the <br />intenl for how the Uaptistery will Ue Glled and draincd. At minimum, lhe location of a hose bib with a <br />vacuum Urcakcr shauld bc idcntified on thc plans. <br />2. Gencral comment 5: 'Che nctual heiglit of'thc Uaptistcrv above the stagc should be dimensioned on the <br />dra���ings, with stair acccss shown to thc raiscd Uaptistcry. Thc stnir riscr lieight should Ue shown on the <br />dra«•ings as maxinwm seven inches and mininmm four inches, and the tread depth should be shown on <br />the dra�vings as a minimum o� 11 inchcs, per 113C 100)3. A minimum of onc haudrail is rcquirrcd <br />whcrc thc hcight of thc baptistrry is Icss than �0 inchcs aUovc the staFc. 7'hc stair width can be 3G <br />inches minienum per IBC section 1009.L A landir., is rcquired at the lop of the slair, minimum 3G <br />inches in Q�e direction oCtnvel, per 113C section 1009.4. <br />3. lxiling comment 5: Please verify that the sanctumy is posted to match the oceupan� load calculated <br />(35G) or a ucw sign shuul� be sho�an on the plans inJicating tlie occupant load uf the room. <br />CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 •(425) 257-8800 • Fax (425) 257-8856 � <br />�'�'�� <br />
The URL can be used to link to this page
Your browser does not support the video tag.