My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
07/14/2015 (4)
CBCC
>
Meetings
>
2010's
>
2015
>
07/14/2015 (4)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/19/2015 1:26:27 PM
Creation date
10/19/2015 1:26:04 PM
Metadata
Fields
Template:
Meetings
Meeting Type
Regular Meeting
Document Type
Agenda Packet
Meeting Date
07/14/2015
Meeting Body
Board of County Commissioners
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
290
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
r <br /> 140 S.Ellis Road <br /> CANAM JACKSONVILLE <br /> FL,UNfTEO STATES,32254 <br /> BUILDINGS Tel:(904)781-0898 <br /> Fax(904)781-4090 <br /> Emall:Peter.Lee@cammgWlnc.com <br /> Change order <br /> Date 06/05/2015 Change Order No 001-5 <br /> Company S&S WELDING INC. Issued by Peter Lee <br /> Attention Richard Grandy Project INDIAN RIVER REC CTR GYM <br /> Fax (863)533-2885 Project Code R01448 <br /> Email richard ci.s-swelding.com <br /> The sales contract mentioned above is revised as follows: <br /> Description of revisions Additions Deductions <br /> Rev 3 dated 5-20-15 <br /> S1.00.02 All wind load values were revised <br /> S1.03.02 <br /> - 15 joist increased in size from 301<8 to 30K11 <br /> -3 joist increased in size from 30K8 to 30KCS5 <br /> - 1 joist decreased in size from 30KCS5 to 30K11 <br /> -2 joist added 30K11 <br /> -Key note 1,for 5K load and 1"max deflection added to 6 joist. <br /> Qualify deflection of 1"based live load of 20 psf. <br /> S1.03.03 aC;7'zl <br /> -Key plan note 1 applied to 9 joist 72DLH 16,forOK oint <br /> load and 1"max live load deflection.Qualify deflection of 1" <br /> based live load of 12 psf. <br /> -Added 4 fan loads <br /> - Deck between grids L&M was changed from a 1 1/2"B deck to $2,170.00 <br /> a 3"deep N deck, 52 sq's. <br /> -Added weight for areas 1 &2 is 10 tons $18,000.00 <br /> -Added weight for the Gym is tons. 2,000. lQ 5ao <br /> -Add OD loads of freight //120 <br /> -Ad t7l <br /> iling and engineering cost to make the changes $4,300.00 <br /> SUBTOTAL 36,090.00 it <br /> TAX 2,215.40 <br /> TOTAL $38,305.40 <br /> 124 <br />
The URL can be used to link to this page
Your browser does not support the video tag.