HomeMy WebLinkAboutTERMINAL AREA IMPROVEMENTS PROJECT CHANGE ORDER 4 AUGUSTA REGIONAL AIRPORT
.
.,
Regional Airport
(706) 798-:32:36 . (706) 798-1551 fax . 1501 Aviatioll Way. Augnsta, Georgia :3090() . www.AugustaRegionalAirpOIt.eOlll
December 6, 2005
RECEIVED
DEe
062005
COUNTy ATTOIlNE'I
Mr. Stephen E. Shepard
City Attorney
Augusta Law Department
701 Greene Street, Suite 104
Augusta, GA 30901
RE: Terminal Area Improvements Change Order No.4
Dear Mr. Shepard:
Enclosed please find six (6) originals of the Terminal Area Improvements Project Change
Order No.4 approved by the Augusta Aviation Commission at a Special Called Meeting
on December 6,2005.
Please review and initial all six originals. A representative from the airport will pick up
the documents and present them to Mayor Mays for signature.
Feel free to contact me should you have any questions or concerns.
Willis M. Boshears, Jr.
Executive Director
Enclosures
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TERMINAL AREA IMPROVEMENTS
AUGUSTA REGIONAL AIRPORT AT BUSH FIELD
CHANGE ORDER NO. - 4
November 30, 2005
MODIFICATIONS TO THE CONTRACT ARE AS FOLLOWS:
See Attached Change Order #4 Summary
Original Contract Sum ......... ............ ........... ...$
Change by Previous Change Order................. ....$
Contract Sum Prior to this Change Order"... ."7........$
This Change Order..................... ... . . . . . . ... .. . .. . $
New Contract Sum ....................................... $
25.254.192.45
-12.709.00
25.241,483.45
44.261.99 ~
'I
.. 25.285.745.44
eontract Time will be as followsr28 Calendar Days are added to the duration of Phase I
and the Total Contract Duration
Signed by:
~
~~
DATE
~
Mayor of Augusta DATE
~%- (o(
l)-U' Must be signed by Construction Manager. Architect. Owner. Mayor and Contractor
Cc: All Signers
J2. 5. c':)
DATE
/d(-~ ~OS
DATE
(
Change Order #4 Summary
. November 30, 2005
Item Description Quantity Unit Unit Cost ($) Total ($) Time Extension
(Days)
Generator/Fire Pump Changes - Information Notice #9 LS $47,993.79 $47,993.79 / 0
Addition of Floor Boxes (Future Gate Reader Locations) LS $3,988.48 $3,988.48 ./ 0
Sump Pump Power LS $832.25 $832.25 ./ 0
Power to Overhead Coiling Doors - Information Notice #5 LS $11,165.86 $11,165.86 /' 0
Line Item #119 c 3" Forcemain Unit Extension 27 LF $10.43 $281.61 0
\
GFRC Alternate Credit LS -$10,000.00 r
-$10,000.00 0
,
Value Engineering-Proposal - Fireproofing LS -$10,000.00 -$10,000.00 0
Weather Impact Days 0 $0.00 $0.00 13
Fascia/Soffit Issues 0 $0.00 $0.00 12
Gable Issues 0 $0.00 $0.00 3
Total f/ $44,261.~9 28
"
McKnight Construction Co., Inc.
GENERAL CONTRACTORS
, y p~t>~~
"
William D. McKnight - President
Mason McKnight, III - Vice President
Huey E. Carter - Sec. - Treasurer
FOUNDERS:
Mason McKnight, Sr. 1900- I 973
Mason McKnight, Jr. 1930- I 994
P. O. Box 204718
Augusta, Georgia 30917
Office Phone: [706) 863-7784
Fax: [706) 863-203 I
October 6, 2005
Parsons Brinckerhoff Construction Services Inc.
1510 Hanger Road, Suite A
Augusta, GA 30906
Attn: Matt McCoy
RE: Augusta Regional Airport
Augusta, GA
Revise Cost proposal IN-9
Gentlemen:
The following is a revised cost proposal to change the electrical wiring to the generator, and change the
fire pump for the sprinkler system. The revisions are based on your letter from September 30
and sketch SK-E04.
North Ga. Waterproofing
Augusta Fire Protection (fire pump)
(Firetrol controller)
C.!. Electric
Subtotal
McKnight Construction 7% OP
Total
350.00
. 3,607.00
1,010.00
39,887.01
44,854.01
3,139.78
47,993.79
Please issue a change order for this amount. McKnight Construction Co. reserves the right to request
additional days once the generator submittal is approved, and the supplier can provide a delivery date.
Call me at the office if you need to discuss this matter.
Sincerely,
7&Gp;;;::{~C
Pat Patrick
Project Manager
PP:sdr
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pat 1 00605.wpd
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Parsons
Brinckerhoff
Construction
Setvices, Inc.
1510 Hanger Road, Suite A
Augusta, GA 30906
706-771-5172
Fax: 706-771-5176
100
YEARS .~
September 30, 2005
, McKnight Construction Co.
635 North West Frontage Road
Augusta, GA 30907
Attention: Mr. Pat Patrick
Re: Augusta Regional Airport - Terminal Area Improvements
Information Notice #9 Modifications
Dear Pat:
- -"
- The information provided in l.N. #9 has been modified as reflected in the attached Sketch No.
SK-E04, provided by The LP A Group. You are requested to adjust your Cost Proposal for LN.
#9 to reflect these adjustments. Please provide this cost information no later than October 6,
2005.
Basically, the generator set will remain as originally designed and specified. The fire pump and
jockey pump will remain as modified in the original issuance ofl.N. #9 and one additional feed
for each run is to be provided from the generator set and the 480V transfprmer to the FP-I
Controller. .
In the interim, Parsons Brinckerhoffhas requested the Architect initiate his submittal review of
the generator package previously received. PB asks that you provide the remaining submittal
package at the October 3rd Progress Meeting so the Architect may add his comments to all of the
copies. The Architect understands the critical nature of this expedited review.
If you have any questions concerning this matter, please feel free to contact me at (706) 771-
5172.
Sincerely,
Parsons Brinckerhoff Construction Services, Inc.
.!f~P(~/
Matthew J. MCCoy
Construction Manager
Cc:
L. Mooney~ McK
W. Boshears, T. Weegar; ARA
File
M. Leath; LPA
R. Roberson; PB/INT
Over a Century of
Engineering Excellence
AUGUSTA REGIONAL AIRPORT
TERMINAL AREA IMPROVEMENTS
September 30, 2005
FIRE PUMP CONTROLLER MODIFICATIONS
Contractor shall provide the following modifications to tbe fire pump controller to allow load
shedding control.
Firetrol Option -ED has a set of both normally open (112 & 113) and normally'closed (114 &
115) contacts that only change state if the pump is called to run and the transfer switch is in
emergency. An example of how this would work is as follows:
If the pump is called to run and the normal power is stable and functioning properly these
contacts do not change state.
If the pump is not called to run, but normal power is lost, the transfer switCh will start the
generator and transfer to emergency, but these contacts do not change state.
If the normal power is lost, the transfer switch will start the generator and transfer to emergency.
While in emergency if the pump is called to run by either a manual pushbutton or pressure drop
then the load shed circuit contacts will change state and also delay tbe pump from starting only
long enough for the load t~ be shed. .
If the pump is called to run on normal power and duringthe run time the power fails the pump
will be stopped only long enough to start the generator, transfer to emergency, and close load
shed circuit before it then resumes running.
Contacts 112 & 113 (N/O) shall be wired to the shunt circuit for load shed to provide proper
operation and sequence desired.
-end-
05019-5-39-02
Page 1
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Yl!AR"';1":'
October 4, 2005
McKnight Construction Co.
635 North West Frontage Road
Augusta, GA 30907
Attention: Mr. Pat Patrick
Re: Augusta Regional Airport - Tenninal Area Improvements
!nfonllation Notice #9 Supplement Modifications
Dear Pat:
PlInlon.
Brlnckerhoff
Con.trucflon
Services, Inc.
7510 Hanger Road. Suite A
Augusta, GA 30906
706-771-5172
Fax: 706-771-5176
The infonnation which follows is provided to supplement the sketch which you received on
September 30th. This infonnatioll should be used to revise the Cost Proposal for Infonnation
Notice #9
lfyou have..any questions concemingthis matter, please feel free to contact me at (706) 771-
5172. . _
Sincerely,
Parsons Brinckerhoff Construction Services, Inc.
M7f~-PfY
Construction Manager
Cc:
L. Mooney; McK
W. Boshears, T. Weegar; ARA
File
Olver;:: Century of
bngineerin!i SJu:eliencc
M. Leath; LP A
R. Roberson; PBIINT
GENERATOR Cl:lhNGEORDER NOTE. REFERENCE SECTION j 6210 OE' THE SPECIFICATIONS: THE GENERATOR
. ~Ef ENGINE RAllNG SIW.l REMAIN 500KW, 625KVA ~ INDtcATED IN THE SPECS. A1S2 SHALl BE WIRED
~O THAT IT IS AUTOMATICALLY SWITCHED TO THE NEUTRAl POSmON UPON SIGNAL FROM THE FIRE PUMP
CONTROLLER SO THAT lliE NON-EMERGENCY LOAD IS SHED PRIOR TO STARTUP OF THE FIRE PUMP.
RUN 3/4"'C FROM 1\1'52 TO FIRE PUMP CONTROUER WITH WIRING PS REQ'D. COORDINATE WITH FIRE
PUMP SUPPUER AND INSTAU. & WIRE PER MFRtS INSTRUCTIONS.
r---------
1
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FP-1
CONTROLlER
---~-I
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,. CONDUIT. WIRE
PER MANUFACTURER
RECOMI.4ENDAllONS.
L><J
FP REMOTE ANNUNCIATOR
IN COMMAND CENTER
ElA-i8
JP-l
CO~
TAP FEEDER PER NEe.
COORDINATE WITH ARE PUMP
MANUFAClURER. FIElD VERIFY
LOCA.lION Of ARE PUMP PRIOR
TO STNrnNG WORK.
TO MAIN
GROUND
BUS
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L
------------------1
REVISED PARTIAL POWER RISER DIAGRAM
NOT TO SCALE
AUGUSTA REGIONAL AIRPORT
TERMINAL AREA IMPROVEMENTS
bAUGUSTA. GEORGIA
ess - \ 0-j 'i
.
. . sm s ~ w-r-
ENGINEERS, INC.
7# SUNm BOIJUVAAA smrr m
usr COWDU. SDl1f11 CU/JU1U. D169
1'llO.Ie: (16$) 'l65-tDtYl TJI1 (10$) '1S5-fOJO
SIMS F'P.OJECT No.: C4075
DRAWN BY: Ct."
R5F5RENCc SHl;~: 1;;71
SI<.ETCH No,:
SK..E04
DATE: 21.1 Al)c3V::'. T ,:GO','
CI Electric, Inc.
4191-AugustaRegionaiAirport-COs.x!s
C0#4-Rev1
Cost Breakdown for
Revisions to the Emeraencv Generator System
500 kW with 4 sets of 4/0 to FP-1 controller
2-1/2" pvc
2-1/2" rgc 90
. 4/0 thhn
#1 thhn
3/0 thhn
2" sealtight
2" sealtight connector
3. sealtight
3. seal tight connector
2-1/2" sealtight
2-1/2" seal tight connector
2" rgc
2. rgc 90
3" rgc
3. rgc 90
Excavator (1 week)
Tamper (1 week)
Core drill
Miscellaneous
Generator (lump sum- original)
Generator (lump sum - revised)
-
labor - (process CO)
Labor - woril:hours
Labor Burden @ 35%
Schedule Implications
All material prices good for 10 days.
Quantitv
1300
6
5200
(360)
360
(6)
(2)
6
2
12
4
(60)
(2)
60
2
1
1
2
19751
(1 )
1
4
360
7680
Unit Cost Extended
1.32 1,716.00
31.50 189.00
2.65 13,790.40
0.62 (223.20)
2.33 838.80
1.45 (8.70)
9.50 (19.00)
4.55 27.29
146.00 292.01
5.10 61.20
174.00 696.00
2.78 (166.80)
6.64 (13.28)
11.30 678.24
33.78- 67.56
625.00 625.00
200.00 200.00
500.00 1,000.00
0.10 1,975.05
74,750.00 (74,750.00)
75,750.00 75,750.00
Subtotal Material 22,725.57
7% Sales Tax 1,590.79
30.00 120.00
21.00 7,560.00
0.35 2,688.00
Subtotal Labor 10,368.00
Labor & Material 34,684.36
15% Overhead & Prof'rt 5,202.65
Labor, Material, Overhead & Profit
39,887.01
Schedule impact is five (5) days for additional conduit and two (2) days for increased wire pulling.
No overtime or after hours work included to due to schedule compression.
Exclusions:
File:C:\4191-AugustaRegionaIAirport-COs.xls
C0#4-Rev1
10/5/2005 5:02 PM
10/5/2005
Pat Patrick
From:
To:
Cc:
Sent:
Attach:
Subject:
<marcpeel@cielectricinc.com>
"Pat Patrick @McKnight" <patrick@mcknightconstructionco.com>
"Pat Meagher @CIElectric" <patrick@cielectricinc.com>; "AGSAIRPORT"
<AGSAIRPORT@MCKNIGHTCONSTRUCTIONCO.COM>
Wednesday, October 05,20055:06 PM
4191-AugustaRegionaIAirport-C0#4-Rev1.pdf
4191 - Augusta Regional Airport - Generator C0#4 - Rev1
See attached revised CO based on the 03-0ct-05 changes to the generator
referenced in IN -09. The switchyard slab has already been roughed in
anticipating the previous mod to the generator. This rough in will have to
be dug up to add the two 2-112" additional conduits. Also the conduit duct
bank will have to be reworked for ~ 100 - 150 feet. The switch yard will
have to be delayed until this has been approved.
Thanks,
- -
Marc W. Peel
CI Electric, Inc.
P.O. Box 2086
680 Industrial Park Drive
Evans, GA 30809
706-651-8181 office
706-651-8885 fax
n~rcpeel @cielectricinc.com
www.cielectricinc.com
. '1K'.UGUSTA FIRE PROTECTION, INC.
~ > Automatic Fire Sprlnklers
.
109 Commercial Blvd.
Mkriin!l. Georgia 30907
(70S) 863-93741 FaJ; 855-1649
AFPCR No. - 869-02
October 4, 2005
McKNI(; HT CONSTRUCTIOf<I Co
P.O. Box. 204718
. Augusta, CA 30917
Attn.: Pat Patrick
project Manager
Re: Augusta Regional Airport
Augusta GA
Gentlemen:
Because of additions and/or chang@s in the work covered by the above referenced
contract, it Is hereby agreed that the sum of Qne Thousand and TIi!" Dollars ($),010.00) to
be --added to the totat amount of the contract according to the terms and conditions of the
contract.
AD(> lltE lOAD SHEDDING OmON ( -ED)
TO THE FIRETROL CONTROUER FOR THE FIRE PuMP
-
This work is not provided for by the base or previously revised contract documents and.,
therefor, is additional work that would not have been part of the original or previously
modified scope of work. This change order is for Augusta Fire Protection to nave A Load
shedding Module added to the Firetrol Controller for the Fire Pump. See the attached
Breakdown for additional information.
Sincerely,
Augu FIRE PR.O~ON, Inc.
Gregg J
Project Manager
CGK(wfw
cc: Matt Willis. AFP Eng.
Joe: Hannon, AFP Field
AFPCR NO. - 785-02
AUGUSTA FIRE PROTECTION
CHANGE PROPOSAL COST SUMMARY
AFPCR ~
869-02
Revision No.
ImcumbraCe Recoro
McKnight Project #
PM
-0-
Contraot McKniaht~truclion Co..Inc
P.O. 2~718
Augusta GA.-S0917
Projec.t AUQusU.l ReqionaI AirJJort
Attn: Pm Patrick
Oe8c.ripfion of Chatlge: ReWled Fire Pump Controller
J-430
GK.
Date Submi!1ed;
03-0ct:...o5
DESCRIPTION Of COSTS
1 Material from POI e 2
2 Consumables and Sora
3 Subtotal: Item 1 + 2
4 SaJe$ hlle
5 Local Deiveries & Fre' ht
6 Material Retum and CanceUation Costs
7 SUbtCltal Material CO$t; Item 3 throu
8 Desi & Coordination Costs from 3
9 E i ment ReRtal & Small Tools from Pa
1 a Sales tax: on Line 9
11 Labor Cost from e e 3 item 27-A
12 PayroU T8)( & IMLlI'8nce (from page ~ttem 27-B)
13 Subtotal of Labor. Equipment and Material
14 TOTAL COSTS. BEFORE SUBCONTRACTS
15 Overhesdl?rofit of line 14 Above
16 Subtotal of Direct Costs
17 Net SUbcontractor Costs (worn 3)
1 a Subtotal of Direc::t. and Subcontractor"S Costs
19 OVerhead Oil Subcontractors of line 17 Above
20 Home Office Overhead on line 16 above
21 Profit on line 1& above
22 TOTAL COSTS AND PROATS BEFORE BONDS & OTHER COSTS
23 Bonds, Performance and Pa ment
24 S eciallnwranee or Other Char es
25 Extended OVerhead (From Page 4,if provided)
26 TOTAL PRfCE OF CHANGE PROP9SAL
27 Extension of Tme for this change order in Workdays
to be 8 led in 0 r Schedule Se uenee to each Cote 0 of work.
28 ThiS Pr o~ is based on X Stral Time Overtime Shift Worll:
29 This Proposal Is void unless II written Change Order or written Notffication to Proceed i$
received b 45 calendar da if no date snown
30 Extended Overhead Cost Induded X DefeITed~
MATeRIAL
$820.49
7011,
15%
$1,009.62
$1,009.62
$1,010,0(1 .
Field Crew Size 2
SDPCrew Size 1
Submitted By:
Date:
03-0~5
Approved By:
Signature
DiJ'te:
~ If defefred, CO'tIer ~r sh<luld describe
AF~CR~-Summa~
Pasle 1 or 3
Dale PtirJtr.Jd: 10/4J2005
PROJl;CT: McKl'iqht Construction Co"lne
Oeocription; Revi9eod Fire Purfp CDfltroller
QUANTlTY
Augusta Fire Protection, fne.
DeSCRIPTioN
1 sa FirBIrol-ED Module inGt:lied in FP ContrnII8r
~ -MLF-oI.
COST BREAKDOWN
MATERIAL
UNIT TOTAL
$820,49
~~
TotAls - This Page
~2af"
$S20.49
$820.49
AFPCR #I
Imcumbm~ Record
PJlcKnigtrt Project II
'86'1..02--
J&IO't
J-430
LABOR HOURS
UNIT TOTAL
Dell.. Pr~: 101412005
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~'UGUSTA FIRE PROTECTION, INC.
.. Automatic Fire Sprinklers
109 Commercial Blvd.
Martinez, Georgia 30907
(706) 863.93741 Fax 855-1649
AFPCR No. - 869-01
August 24, 2005
McKNIGHT CONSTRUCTION Co
P.O. Box 204718
Augusta, GA 30917
Attn.: Pat Patrick
Project Manager
Re: Augusta Regional Airport
Augusta GA
Gentlemen:
Because of additions and/or changes in the work covered by the above referenced
contract, it is hereby agreed that the sum of Three Thousand Six Hundred and Seven Dollars
($3,607.00) to be added to the total amount of the contract according to the terms and
conditions of the contract.
CHANGE FROM A 1000 GPM@80 PSI FIRE PUMP
-
TO A 1000 GPM@120 PSI FIRE PUMP
This work is not provided for by the base or previously revised contract documents and, .
therefor, is additional work that would not have been part of the original or previously
modified scope of work. This change order is for Augusta Fire Protection to provide a 1000
gpm@120 psi fire pump instead of the 1000 gpm @80 psi pump called for in the original
contract documents. A credit has been given for the pump specified in the contract
documents. See the attached Breakdown for additional information.
Sincerely,
AU9U:t. FIREzPROTECTlON, Inc.
ey.
Man ger
CGK/wfw
cc: Matt Willis, AFP Eng.
Joe Harmon, AFP Field
AFPCR NO. - 785-02
$3,606.60
AUGUSTA FIRE PROTECTION
CHANGE PROPOSAL COST SUMMARY
AFPCR #
869-01
Revision No.
Imcumbrace Record
McKnight Project #
PM
-0-
Contract: McKnioht Construction Co..Inc
P.O. 204718
Augusta GA 30917
Project Auqusta Reqional Airport
Attn: Pat Patrick
Description of Change: Revised Fire Pump pricina
J-430
GK
Date Submitted:
24-Aug-05
DESCRIPTION OF COSTS
1 Material from Pa e 2
2 Consumables and Scra
3 Subtotal: Item 1 + 2
4 Sales tax
5 Local Deliveries & Frei ht
6 Material Return and Cancellation Costs
7 Subtotal Material Cost: Item 3 throu h 6
8 Desi n & Coordination Costs from a e 3
9 E ui ment Rental & Small Tools from Pa e 3
10 Sales tax on Line 9
11 Labor Cost from a e 3 item 27-A
12 Payroll Tax & Insurance (from page 3 item 27-B)
:-. 13 Subtotal of Labor, Equipment and Material
14 TOTAL COSTS BEFORe SUBCONTRACTS
15 Overhead/Profit of line 14 Above
16 Subtotal of Direct Costs
17 Net Subcontractor Costs (from page 3)
18 Subtotal of Direct and Subcontractor's Costs
19 Overhead on Subcontractors of line 17 Above
20 Home Office Overhead on line 16 above
21 Profit on line 18 above
22 TOTAL COSTS AND PROFITS BEFORE BONDS & OTHER COSTS
23 Bonds, Performance and Pa ment
24 S eciallnsurance or Other Char es
25 Extended Overhead (From Page 4,if provided)
26 TOTAL PRICE OF CHANGE PROPOSAL
27 Extension of Time for this change order in Workdays
to be a lied in ro er Schedule Se uence to each Cate 0 of work.
28 This Pro osal is based on X Strai ht Time Overtime Shift Work
29 This Proposal is void unless a written Change Order or written Notification to Proceed is
received b 45 calendar da s if no date shown
30 Extended Overhead Cost: Included X Deferred* Not A Iicable
Submitted By: '~;fJ
Signatu
MATERIAL
$2,931.00
$3,136.17
7%
$3,136.1
15%
$3,606.60
, $3,607.00
Field Crew Size 2
SDPCrew Size 1
Date:
Approved By:
Date:
Signature
* If deferred, cover letter should describe
AFPCR869-01 - Summary
Page 1 of 3
Date Printed: 8/24/2005
Augusta Fire Protection, Inc.
COST BREAKDOWN
AFPCR #
Imcumbrace Record
McKnight Project #
769-01
PROJECT: McKniqht Construction CO..lnc
Description: Revised Fire Pumo oricino
J-430
QUANTITY
DESCRIPTION
MATERIAL
UNIT TOTAL
LABOR HOURS
UNIT TOTAL
CREDIT FOR SPECIFIED FIRE PUMP
-1 ea Aurora Model 4-483-15 1000 GPM @ 80 PSI Fire Pump. $25,867.00
($25,867.00)
New Fire Pump
1 ea Aurora modeI5-483-11C 1000 GPM@ 120 PSI Fire Pump $28,798.00
$28,798.00
Totals - This Page
$2,931.00
AFPCR869-01 - MLF-4
Page 2 of 3
Date Printed: 8/24/2005
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General Pump & Machinery, inc.
2166 West Park Court, Suites E&F
Ston~ Mountain, GA 30Q87
USA
Quote#: GPMATL 103-051805-1
Phone: 770-469.9332
Fa:.::: 770-469-9354
TO: Au usta Fire Protection/Calvin Bruce
[ 109 Commercial Blvd.
L Augusta, Georgia 30907
jProject Name: Augusta Airport
!felePhone Number: 706.863-9374
l!Fax Number: 706-855-1649
JI
CONDITIONS: 1000 GPM AT 80 pSI (184 FT TDH)
PUMP. ELECTRIC MOTOR, AND CONTROLLER
Aurora model 5-483-15, vertical splitcase fire pump, base mounted to a 75 H.P., 3 phase, 60 cycle, 460 voltG,
1770 RPM, ODP type motor with a size of 365HP frame. This equipment IS UL listed and FM approved
With the following options:
. Steel Bent Form. STD baGe
. 125/125 lb. flanges
. Right Hand (RH) - STD rotation
. Sroro:e Fitted (SF) - 8TP material
. Casing Relief Valve Brand: Hamilton
. Option Number:stQ
. Size: 3/4"
CONTROLLER ~
The fir~ pump controller will be a Wye-Delta Closed type controller, 460 \lolts, with the following options:
. Transfer Switch: Yes
. Transfer Switch Type: GeoeratorSet
. Electric Controller manufacturer: Firetro\
. E.nclosure: NEMA 2 . STD
. Pre~sure Switch Modification: 0-300 psi range for fresh water service ($TD)
PUMP ACCESSORIES
. fi' hose valve header
. 4 - 2.5" angle hose valves, caps and chains.
. 112" ball drip v~lve
.. fi' flow meter liiize
. Freight
. Start-up
. Delivery: 5-6 Weeks
JOCKEY PUMP AND CONTROLLER
337
Aurora model A391-6 jockey pump with a 1.50 HP, 3 phase, 60 cycle, 460 volt. 3500 RPM, ODP motor. Pump is rated for 10 G
PSI. The jockey pump controller will be a Firetrol model for 460 volt service with the following options:
. Controller Manufacturer: Firetro\
" Controller HP: 1.50
. Controller Voltage: 460
.. Enclosure option: NEMA 2
.. 5/18/2005
""\.4 V I.""
General Pump & Machinery, Inc~
2165 ~est Park Court Suites E&F
Stoneountain, GA 30087
USA
. --.
ITa: A1.I9Qsta FIre Protecticn.lnc.JCalvineru~
I 109 (1cmmercial l3lvd.
I Augt,sta. Georgia 30907
I' I .
rage 1 or .L-
Quote#: GPMATL 103~051B05-1Rev.1
Phone: 770-469-9332
Fax:770-469~8354
IlProject Name: Augusta Airport
IITelephone Number. 706-863-8314
IIFax Number: 706-855-1649
II
CONDfTION$= 1000 GPM AT 120 PSI (277 FT TDH)
PUMP. ELECTRIC MOTOR, AND CONTROLLER
Aurora mo al 5-4S3-11C, vertical splitcase fire pump, base mounted to a 100 H.P., 3 phase, 60 cycle, 460 volts,
3560 RPM, ODP type motor with a size of 365HP frame. This equipment is UL listed and FM appr.oveg
-with the foll~wing options:
. $tBel Sa t Form - STO base
. 1251250 b. flanges
. . Right Hq d (RH) . SrD rotation
. Bronze itted (BF) - sro material
. Casing etief Valve Brand: Hamilton
. Option N mber:std
. Size: 3/4'
CONTROLLER ~
The fire pu p controller will be a Wye-Dalta Closed type controller, 460 volts, with the .following options:
. Tran~e-r
. Transfer ch Type: Generator Set.
. Electric ontroller manufacturer: Firetrol
... Enc:loeur: NEMA 2 - STO
· pres&urIswitCh Moartication: 0-300 psi range for fresh water service (STD)
...d PUMP ACCESSORIES
. 6" hose lve header .
. 4 - 2.5" a gle hose valvee, caps and chain$.
. 112" ball rip valve
. 6"' flow m tar size
. Freight
. Start-up
. Delivery: 8 Weeks
JOCKEY PUMP AND CONTROLLER
Aurora mod I A392-9 jockey pump with a 3.00 HP, 3 phase, 60 cycle, 480 volt, 3500 RPM, OOP motor. PLlmp is rated for 15 G
PSI. The ~oc ey pump controller will be a Firetrol model for 460 volt service with the following options:
. Contralle Manufacturer: Flretrol
. Controller HP: 3.00
. Cantrolle Voltage: 460
. Encl06ur Option: NEMA 2
8/22/2005
--
--
--
----
----
----
---
----
--
--
---
- --
- --
- --
- -
- --
- -
- -'~
Pan on.
BrlnckDrhotl
Conatnlct/on
ServIces, Inc.
'00
YC.Al"f",c
August 31, 2005
McKnight Construction Co.
635 North West Frontage Road
Augusta, GA 30907
Attention: Mr. Pat Patrick
Rc: Augusta Regional Airport - Term inal Area Improvements
Construction Change Directive No.2 (CCD-2)
Dear Pat:
1510 Hangar Road, Suite A
Augusta. GA 30906
706-771-5172
Fex:706-771-5176
Included herewith is CCD-2 providing direction to proceed with the work issued previously as
Infonnation Notice No. 8. This CCD is provided specifically to allow you to proceed with the
rough-in work for the gate readers at each of the gates in preparation for the first slab pour next
week.
If you have any questions concerning this matter, please feel free to contact me at (706) 771-
5173.
Sincerely,
Parsons Brinckerhoff Construction Services, Inc.
M?Z:~'~~
Construction Manager
Attachment
Cc: W. Boshears, T. Wee gar, T. Strange; ARA
M. Leath, T. Lochstampfor, A. Busbee, B. Anderson; LPA
R. Roberson; PB/INT
File
Over B Century of
Englnoerlng E:Jtcollonco
HW~-...J.J..-c.~.:::.II;J-> \:::Jc,-'-tlr rr".UI.I-rHr;,':)UI~~ Or>;;l.l"il.-I,Cr".nurr
03/31/2005 11:08 803-779-0482
- HLJ'-:!-.;lJ.-~l::'J~ wi.qlH FROMIPARStNS SRINo<aRHOFF
I u. OD.....:H=.W-.JJ.
LPA ARCHITECTURE
. ._~ _... TO i i8~i"i9i:l"lBe.
PAGE . [11101
p.e
....
FROJBCT NtlMBER; AR209024
TERMINAL AREA IJvIpROVEMENTS
AUGUSTA REGIONAL AIRPORT AT BUSH FJELD
CONSTRUCTION CHANGE DIRECTIVE No, CC,D _ ....~
SUB.JEC1': '''-I-Of> - G.~J~6A~" "RoU(,;.r-\ - 1 rJ
. COST PROPOSAl. NO.: ?~IC.ttJ~ \i-JFOt,~"''iIOnJ N.mJ..~ 1'/4.e
M.AKE THE FOLLOWiNG MODIFICA TrONS TO THE CONTRACT:
J?F'FElt -rOo liJFOR..tJ\t';n&1J~o, 5. ("\\ArHwJ
Pll.ymentfor work related to this Consttuction chnng~ Dlrecuve-wl'lfbe:
Iirf LtJMPSUM$ ~S~.4~
o UNITPRlCE$ ._' (Unlt)
r:l TIME AND MAT.ERIALS
CI OTHER
. CQ.\'rtrnct timo WUl be a,o;follows: .I~R.O (d J Ol-.'(S
(,;-
~.
--
-
-
Sienedby: m _ .... .~-~. l.(::~ p,,,, A.uf4!'>r ~I, 2005
- _ _ ......_u..........} DIltc:~~h~S
0- . (OWNER) Dnle:,9- :? J. C>:>-
Constrnctlon &hall proceed immedi3.tely wIth this Work upon receipt of thIs Ceo... ..z..
if l>1gnoo b~ the. Owner, Archttcct and Comtruction Mann~er.
~~
Signed by:
CCONTllC'J'Ok) Do-to:
~ ~ -:
Contrac.tor slglllltute lndlcl\tol:: a.greetrnmt with payment! Md time modlficatitJrul.
,
eo: CONSTRUCTJON MIlNAGl,m
ARCHITECT
CON'tRAC']'O[l.
OWNER'S REP.RBS'SNTATIVE
DViLDlHO OPl'llClAL-
.lfrt91i'~d
TERMINAL AREA X11PROVEMEN'I'S CONTRACT MODIFICATION FORMS
AUGUSTA REGIONAL AIRPORT. AUGUSTA, GEORGIA 0l25()"6
RECEIVED
AUG 3 1 2005'
William D. McKnight - President
Mason McKnight, III - Vice President
Huey E. Ca11er - Sec. - Treasurer
P. O. Box 204718
Augusta, Georgia 309 17
McKnight Construction Co., Inc. ~(tj: CAe,::;)
. GENERAL CONTRACTORS 111'/ ~ - )
1
FOUNDERS:
Mason McKnight, Sr. 1900- I 973
Mason McKnight, Jr. 1930- I 994
Office Phone: [706] 863-7784
Fax: [706) 863-203 I
August 30, 2005
Parsons Brinckerhoff Construction Services Inc.
1510 Hanger Road, Suite A
Augusta, GA 30906
Attn: Matt McCoy
Gentlemen:
RE: Augusta Regional Airport
Augusta, GA
Pricing Information Notice No. 8
The following is a cost proposal for the installation of the additional floor outlet as des~ribed in
information notice no. 8.
CI Electric
7% OH&P
Total
3722.88
260.60
3988.48
McKnight has a slab pour scheduled for 9-7-05. This work will require (1) extra day for the
underslab rough in. Please issue a change order for this workbefore 9-2-05 to prevent any delays
in the scheduled pour.
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cc: Jobsite
pat083005a. wpd
Sincerely,
MCKNIGHT CONSTRUCTION CO., INC.
(), /1) .' '!c/AI
.//[1} //tttC((j(__~xjL/~
Pat Patrick
Project Manager
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4191-AugustaRegionaIAirport-COsoxls
CO#3
Cost Breakdown for
Addition of Gate Readers (IN-08)
3/4" pvc
3/4" pvc male adapters
1" pvc
1" pvc 90
3Wemt
3/4" emt conn/coupl
SC641 1 G Floor Box w/cvr
SC642 2G Floor Box w/cvr
4-11/16 x 4-11/16 jb wi cover
Isolated ground receptacle
.#10 thhn
Miscellaneous'
trencherltamper
Labor - workhours
Labor Burden @ 35%
Schedule Implications
Quantitv
400
12
20
1
20
3
5
1
1
6
2000
1214
1
60
1260
Unit Cost Extended
0.21 84.00
0.35 4.20
0.30 6.00
0.70 0.70
0.65 13.00
0.70 2.10
125.00 625.00
180.00 160.00
4.25 4.25
5.65 35.10
0.13 260.00 .
0.10 121.44
100.00 100.00
Subtotal Material 1,435.79
7% Sales Tax 100.50
21.00 1,260.00
0.35 441.00
Subtotal Labor 1,701.00
Labor & Material 3,237.29 '
15% Overhead & Profit 465.59
Labor, Material; Overhead & Profit
Addition of one (1) day on rough-in and one (1) day on trim-out.
Exclusions:
File:C:\4191-AugustaRegionaIAirport-COs.xls
CO#3
3,722.68
8f2712005 5:40 PM
=-
-.
Parsons
Srlnckerhoff
Construction
ServIces, Inc.
'00
YEARS e
August 24, 2005 .
McKnight Construction Co.
635 North West Frontage Road
Augusta, GA 30907
Attention: Mr. Pat Patrick
Re: Augusta Regional Airport ...,Terminal Area Improvements
Information Notice IN-08
Dear Pat:
1510 Hanger Road, Suite A
Augusta, GA 30906
706-771-5172
Fax: 706-771-5176
Attached herewith is Information Notice IN-08 provided by the Architect. You are asked to
review the information provided and advise if there are any cost issue involved. Should costs be
involved, you are requested to provide a detailed breakdown attached to a Cost Proposal form.
Please provide any Cost Proposal by September 2, 2005
If you have any questions concerning this matter, please feel free to contact me at (706) 771-
5173.
Sincerely,
Parsons Brinckerhoff Construction Services, Inc.
MZ~' 7~y
Construction Manager
Attachment
Cc: W. Boshears, T. Weegar, T. Strange; ARA
M. Leath, B. Anderson, A. Busbee; LPA
R. Roberson; PBfINT
File
Over a Century of
Engineering Excellence
.,
PROJECT NUMBER: AR209024
TERMINAL AREA IMPROV~MENTS
AUGUSTA REGIONAL AIRPORT AT BUSH FIELD
INFORMATION NOTICE No. IN -...QL
DATE: Augustl?,2005
FROM: The LP A Grouplncorporated
TO: McKnight Construction Company, Parsons Brinckerhoff Const. Services
SUBJECT: ' Addition of Gate Readers / Ticket Counter Outlet Location Clarification
DESCRIPTION:
In'response to airline tenant requests, rough-ins for electronic gate readers of boarding passes are to be
added at all six gates. Attached sketches SF-EOl and SK-E02 indicate the addition of floor outlets for
electrical power. Attached sketch SSK-l indicates the addition of data outlet for the gate reader and
clarifies the locations of the special systems outlets associated with the ticket lift counter and backwall
(typical for all 6);
Architect or Construction
Manager compan~ Name: .. TheU A GrJ ~m
Slgnature: ~ ) . ~v
~
If this notice causes any cost or time impact to your work, do not proceed; submit a Cost proposal (CP)
for changes in Contract Sum and/or Time within ten (10) days. If this response indicates no change to the Work
or a minor change to the Work consistent with the Contract Documents, indicate your acceptance of this notice
in the space indicated below and return a copy prior to proceeding.
Accepted By:
Date:
cc: CONSTRUCTION MANAGER
ARCHITECT
CONTRACTOR
OWNER'S REPRESENTATIVE
CHRlS PARTRICH- SIMS GROUP
PHIL POHLMAN - ROSS & BARUZZINI
A TT ACHMENTS- 3 PAGES, 8.5" X II"
TERMINAL AREA IMPROVEMENTS
AUGUSTA REGIONAL AIRPORT, AUGUSTA, GEORGIA
CONTRACT MODIFICATION FORMS
01250-3
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FIELD VERIFY PODIUM
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SCAlE: 1/8" = l' -0"
AUGUSTA REGIONAL AIRPORT
TERMINAL AREA IMPROVEMENTS
- s1ms gROUp
ENGINEERS, INC.
74-4 SUNSET BOULEVARD, SUITE 20S
fEST COLUJlBIA. SOUTH CAROliNA 29169
PHONE: (80S) 765-1007 FJX: (80S) 765-10S()
\ AUGUSTA, GEORGIA
L--
SIMS PROJECT No.: C4075
DRAWN BY: CLP
REFERENCE SHEET: E 12
SKETCH No.:
SK-E01
DATE: 16 AUGUST 2005
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REVISED POWER PLAN · GATE READERS
SCALE: 1/8" = 1'-0"
AUGUSTA REGIONAL AIRPORT
TERMINAL AREA IMPROVEMENTS
s1ms grmnp
ENGINEERS, INC.
7.(..4 SUNSET BOULEVARD, SUITE 203
JrEST COLUlllJI1, SOUTH CAROLINA 29169
PHONE: (803) 765-1007 FAX: (80S) 765-1030
~UGUSTA, GEORGIA
SIMS PROJECT No.: C4075
DRAWN BY: CLP
REFERENCE SHEET: E 1.2
SKETCH No.:
SK-E02
DATE: 16 AUGUST 2005
~E'1'ED NOTES:
OJ CUT HOLE IN GATE BACKWALL FOR WIRING ACCESS TO OUTLET. COORDINATE LOCATION WITH GENERAL
CONTRACTOR.
liJ
o
8]
PROVIDE 1" GROMMET HOLE IN COUNTER WITH PlASTIC BUSHING FOR WIRING ACCESS.
PROVIDE 1 GANG FLOOR BOX UNDER TICKET READER. VERIFY LOCATION WITH AIRLINES PRIOR TO
ROUGH-IN.
ROUTE 1" CONDUIT W/PULLSTRING UNDER SLAB FROM FLOOR BOX TO JUNCTION BOX ON WALL OF
GATE COUNTER FOR AIRLINE'S TICKET READER COMMUNICATION CABLING.
1 lie AND ASSOCIATED
CABUHG ~
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II
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_ill. f1\. TYPtC~ C04IiTEBlBACKWW. taECOM FLOOR PUN
~ ~ seAL!: 1f1". 1'-{)" . .
TITLE: lYPlCAL GATE COUNfER/BACKWN...l TELECOM flOOR PLAN
. PART A - HOLD ROOM
JOB NO.:
110B-07
DAlE:
08/01l/2005
DRAWN BY:'
TRM
REVlEWED BY:
ppp
REFERENCE NO.:
PROJECT: AUGUSTA RECIONAL AIRPORT TERMINAL IMPROVEMENTS
Ro~aruzzlnl Re::."SIOH/ DESCRIPnON: SPECIAl SYSlEMS
6 SOUTH OLD ORCHARD
WEBSTER GROVES. MO 63t 19
1; 314--9t6.~
SHEET SS:U
SKETCH HO.:
SK-SS1
McKnight Construction Co., Inc.
GENERALCONTRAcrORS
William D. McKl1ight - President
Mason McKnight, III - Vice President
Huey E. Carter - Sec. - Treasurer
FOUNDERS:
Mason McKnight, Sr. 1900-1973
Mason McKnight, Jr. 1930- I 994
P. O. Box 204718
Augusta, Georgia 30917
Office Phone: [706] 863-7784
Fax: [706] 863-203 I
August 11, 2005
Parsons Brinckerhoff Construction Services Inc.
1510 Hanger Road, Suite A
Augusta, GA 30906
Attn: Matt McCoy
RE: AuguSta Regional Airport
Augusta, GA
Couprop~a~sumppumppowu
Gentlemen:
The following is a cost proposal to furnish electrical power for the basement sump pump as
described in the NE response to IR-30.
CI Electric
McKnight ConstlJIction 7% OH&P
Total
777.80
54.45
832.25
Please issue a change order for this amount. This change proposal will not require additional days.
Sincerely,
MCKNIGHT CONSTRUCTION CO., INC.
/J'~i -to }.. l.~.)-;.t//j ..(' /i(' !.~~~(~(
r I....'--~ I LL. l L. "_
Pat Patrick
Project Manager
PP:sdr
R;ECEIVED
cc:
Jobsite
I,. p. C; t. 1;, 'ilO=1..
~.too1f\lf..)u.:t t \10(- "",U...t
pat081105a.wpd
'CI Electric, Inc.
4191-AugustaRegionaIAirport-COs.xls
CO#1
Gost~.rgakdQ.wn fo!,.
Added circuit for mechanical room sump pump
20 amp/3pole breaker
30Al240VINFN1 .disconnect
3/4" emt
3/4" emt conn/coupl
4x4 jb wI cover
#12 thhn
Miscellaneous
Quantitv
1
1
50
10
2
250
1
Labor - workhours .
Labor Burden @ 35%
Schedule Implications
Subtotal Material
7% Sales Tax
21.00 336.00
0.35 117.60
Subtotal Labor 453.60 __
. Labor & Material 676.35 '\> 415
~ \ r:; Overhead & Profit 1-69:69'" \ c \' -
Labor, Material, Overhead & prorlt ~
~ 711' Sl!.
Unit Cost
42.50
83.50
0.65
0.70
1.65
0.09
0.10
Extended
42.50
83.50
32.50
7.00
3.30
22.50
16.88
208.18
14.57
16
336
'(C- -\-CL \
-
-
_ Will be determined upon approval of change order.
Exclusions:
File:C:\4191-AugustaRegionaIAirport-COs.xls
C0#1
7/20/2005 7:15 PM
p:litomcrl~: A~~024-
TER.M:INAL AREA. !MF:ROVE~mFl.1fS
AUGUSTA REGIDNAL A'IR.POitt AT lr'US!1 FiELD
!Nrol!lJi""'aATlOt~ U:)UEST titlo. lIt...!9!
ST..03;.lECt: Eleatri-cal seu:v1ct' to h~t sum.p ~
SPEaPlCATIi!)N' REF.:
ORA 'WING RlE:f'.: E t2 It. ~ 2..(
DBSCim'TION~.
.. No,elcamcal ~ee i~ s!-:a\Vn ftw ~ to sutnP putllp.
l.._~-
~.___ I I
poorosm SO(.U'nON:
Adf Ci.tmh
-----.:v J
COIvWANYNAME: CIEJ~~gbt~
S~ by; Malre 1':dIi.ec ~
I
Pate: ~
RESPONSE;
~E!~ ~T"r'i'\.c..~O \'2.a"!:P~ON.~;: Fn..C'J;~ ~\o
C"1I\t~ ~ P .
Sipod by:
A.n:bimtlt
Siped by.
COflstnU:UOQ
~
N'--'.I::.~
Dldc:.
rr~ flllI1lOIl5e cauriet ...; ~ ar tJme impact cO'" WOE&;. do 1IOt pmc=d; lIUbntk Ii. Cost PmJIcftI (CP)
fur cChlwges irl ContnIict Sum lIUdIw Tm.e __ t= (1CJ) dayI. Ittll.1I ~ IndlQtl!& no ~ to d1e
'Wo~ or 11- mml)l"" to die Wodteclllliltat with tJ.1 ~ ~, ~ yaw: ~ce at
this -espo~ iFi'!he space ind~ed belcm- lIDIlrmunJl otIpYprim-ID ~
.> . L~ L~~ _.~ -.-..~
AOliIlI:;ptM by.
Cot:tmIlIGl'~
0.: ~UCT.1ON M'M3AOhl'R.
ARCmt"F..C1'
ClWi'oll3R'S ~A.'l'LYS
COl'll'l!J\CTOR .
~
TEKMINAL AJ!:EA. IMPROVEMENTS CONTRAct MODIRCA'I'iON:FOP..MS
AUGUstA RaOlONA.!. A.lRPORT. AtJOOSTA. OEORGIA 01250.-3
RECEIVED
JUN rs _
REC~IVED
~_.____n___
JUL \ 2 2005
~
From: Chris [chris@simsgroupusa.com]
Sent: Tuesday, July 12, 20059:31 AM
To: 'Anderson, Bob'; 'Leath, Mike'
Cc: 'mahY<3r'
Subject: Augusta Airport Sump Pump Electrical Change .
Importance: High
Leath$ MUte
AUGUSTA REGIONAL AIRPORT TERMINAL AREA IMPROVEMENTS
ELECTRICAL CHANGEORDER No.1:'
. .", .
M~b.~ni.;a,l.J3p:Q,O'l.6Q01 Su.r:mt..fYilJP~(1:.1J~_.tlP.,..2p"8.Y-~_3.e.1:t}.:. Furnish & install one 20A/3P circ'.;it breaker in
panel ELA as required to feed the. sump pump. Fumi3-h & install e new 30N240V/NF/NEMA 1 disconnect at the
sump pump controller as required to provide a means of disconnect. Run 1#12G, 3#12. %ftC from the sump
pump to panel ELA as requir&d. Coordinate installation and wiring of the sump pump controller "'lith the Plumb.ing
Contractor, provide wiring and conduit accordingly.
Chris Partrich, PE
Sims Group
,-oj 11 ""I~^^r.-
McKnight Construction Co., Inc.
GENERAL CONTRACTORS .
William D. McKnight - President
Mason McKnight, III - Vice President
Huey E. Carter - Sec. - Treasurer
FOUNDERS:
Mason McKnight, Sr. 1900- I 973
Mason McKnight. Jr. 1930- I 994
P. O. Box 204718
Augusta, Georgia 30917
Office Phone: [706] 863- 7784
Fax: [706] 863-203 I
November 28, 2005
Parsons Brinckerhoff Construction Services Inc.
1510 Hanger Road, Suite A
Augusta, GA 30906
Attn: Matt McCoy
RE: Augusta Regional Airport
Augusta, GA
Pricing: IN-5
Gentlemen:
The following is a cost proposal for the work involved to provide the electrical change to the
overhead coiling rills as described in IN-No.5.
C.r. Electric
McKnight Construction 7%OP
Total
$10,435.39
730.47
$11,165.86
Please note, this work will require (5) additional days to be added to the contract.
Please issue a change order for this work.
Sincerely,
MCKNIGHT CONSTRUCTION CO., INC.
Pod:Rttu~~
Pat Patrick
Project Manager
PP:sdr
cc: 10bsite
1~~~~:~1
BY:....._--~-_._._-----
patl02805.wpd
File:C:\4191-AugustaRegionaIAirport-COs.xls
C0#2
8/15/2005 4:14 PM
CI Electric, Inc.
4191-AugustaRegionaIAirport-COs.xis
CO#2
Cost Breakdown for
Overhead CoilinQ Grills
Quantity Unit Cost Extended
A120 20 amp/1 pole breaker 1 38.50 38.50
A120 3/4" emt 280 0.65 182.00
A120 3/4" emt conn/coupl 35 0.70 24.50
A120 4x4 jb wI cover 10 1.65 16.50
A120 3/4" flex 30 0.53 15.90
A120 3/4" flex conn 6 0.72 4.32
A120 #10 thhn 840 0.12 100.80
A 120 Miscellaneous 383 0.10 38.25
6111 20 amp/1 pole breaker 2 38.50 77.00
6111 3/4. emt 740 0.65 481.00
6111 3/4. emt conn/coupl 100 0.70 70.00
6111 4x4 jb wI cover 20 1.65 33.00
6111 3/4" flex 42 0.53 22.26
6111 3/4" flex conn 8 .0.72 5.76
6111 #10 thhn 2220 0.12 266.40
6111 Miscellaneous 955 0.10 95.54
A120/6111 Scissor Lift 1 650.00 650.00
Subtotal Material 2,121.73
7"1. Sales Tax 148.52
A120 Labor - wor1<hours 80 21:00 1,680.00
6111 Labor - wor1<hours 160 21.00 3,360.00
Labor Burden @ 35% 5040 0.35 1,764.00
Subtotal Labor 6.804.00
Labor & Material 9,074.26
15% Overhead & Profit 1,361.14
Labor, Materiai, Overhead & Profit 10,435.39
Schedule Implications
Will be detennined upon approval tif change order.
Exclusions:
PROJECT NUMBER: AR209024
TERMINAL AREA IMPROVEMENTS
AUGUSTA REGIONAL AIRPORT AT BUSH FIELD
INFORMATION NOTICE No. IN - 05
DATE: July 26,2005
FROM: I The LP A Group Incorporated
TO: McKnight Construction Company, Parsons Brinckerhoff Const. Services
SUBJECT: Overhead Coiling Grilles
SPECIFICATION NO: 08334
DRAWING REFERENCE: A2.I, A2.2. A6.0, A6.2A
DESCRIPTION:
Review of 08334 submittal indicates variances in the door schedule sizes versus the typic~l d~tails on
A6.2A. and check of plan dimensions. See the attached table for a review of finished opening sizes.
Also the standard detail J9 is not appropriate for one jamb at door A120.2 and both jambs at A120.3. See
the attac1unents for further infonnation.
Architect or Construction
Mana.er Company Name: The LPA Grou~ed
Signature: _~-f-. ~.
If this notice causes any cost or time impact to your. work, do not proceed; submit a Cost Proposal (CP).
for changes in Contract Sum and/or Time within ten (10) days. If this response indicates no change to the Work
or a minor change to the Work consistent with the Contract Documents, indicate your acceptance of this notice
in the space indicated below and return a copy prior to proceeding.
Accepted By:
Date:
cc:
CONSTRUCTION MANAGER
ARCHITECT
CONTRACTOR ,
OWNER'S REPRESENTATIVE
PHIL POHLMAN - ROSS & BARUZZINI
~
,;',. f~
..,- ~.
ATTACHMENTS- (, PAGES 8.5" X I I"
TERMINAL AREA IMPROVEMENTS
AUGUSTA REGIONAL AUU)ORT, AUGUSTA, GEORGIA
CONTRACT MODIrICA TION FORMS
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t McCoy, Matt
From: Leath, Mike [MLeath@lpagroup.com]
To: McCoy, Matt
Cc:
Subject: Re: Pricing Review - l.N. #5 - Power to Overhead Grills
Attachments:
Sent:Wed 11/30/20053:06 PM
No gave that to the lady to fax to you at 7 am this morning. Price appears acceptable to us.
Sent from my BlackBerry Wireless Handheld
-----Original Message-----
From: McCoy, Matt <McCoyM@pbworld.com>
To: Leath, Mike <MLeath@lpagroup.com>
CC: Logan, Angela R. <ARLogan@lpagroup.com>
Sent: Wed Nov 30 14:56:072005
Subject: Pricing Review - LN. #5 - Power t() Overhead Grills
Mike,
You mentioned yesterday, that you would complete your review of the referenced item today. If you have no objections
to the pricing, I will include it in C.O. #4. Let me know if you have any concerns with this one.
Thanks,
Matt McCoy
Confidentiality Notice
This message is intended exclusively for the individual or entity to which it is addressed. This communication may contain
information that is proprietary, privileged, confidential or otherwise legally exempt from disclosure. If you are not the
named addressee, you are not authorized to read, print, retain, copy or disseminate this message or any part ofit. If you
have received this message in error, please notify the sender immediately either by phone (800-572-1 I 15) or reply to this e-
mail and delete all copies of this message.
https://mail.pbworld.com/exchange/McCoyM/lnbox/Re :%20 Pricing%20Review%20- %2... 11/30/2005
Line Item #119 - 3" Forcemain Unit Extension
The original Bid Quantity for this line item was 661 LF. The actual installed quantity for
the material was 688 LF which was confirmed by Mr. Robbie Roberson of Parsons
BrinckerhoffConstruction Services, Inc. on August 29,2005. Mr. Roberson's final
measurement was conducted in the presence of Mr. Jamie Barnett of Barnett Southern.
The difference between the original bid quantity and the actual installed quantity is 27 LF
and the Unit Cost provided for Bid Item #119 is $1O.43/LF. Therefore the additional cost
represented by this work is $281.61.
McKnight Construction Co., Inc.
GENERAL CONTRACTORS
William D. McKnight - President
Mason McKnight, III - Vice President
Huey E. Carter - Sec. - Treasurer
FOUNDERS:
Mason McKnight. Sr. 1900- I 973
Mason McKnight, Jr. 1930-! 994
P. O. Box 204718
Augusta, Georgia 309 I 7
Office Phone: [706] 863-7784
Fax: [706] 863-203 I
-Novem13€r~16,200S .
Parsons Brinckerhoff Construction Services Inc.
1510 Hanger Road, Suite A
Augusta, GA 30906
Attn: Matt McCoy
RE: Augusta Regional Airport
Augusta, GA
Gentlemen:
McKnight is proposing an alternate for the GFRC panels around the building. Per Bob Anderson,
the GFRC will still be used for the building columns, and the entablature/utility box shown on detail
5/As1.2, but McKnight would like to propose the wall shapes PI-P8 be constructed with a stucco
finish. McKnight is proposing this change will help prevent any alignment problems or
inconsistencies ~n the product size or shapes:-
Along with the proposal, McKnight offers a $1 0,000 credit for the change. The stucco subcontractor
is construction a sample for approval based on this alternate.
Please notify McKnight if this change wi.11 be accepted.
Sincerely,
AfCKNIGHT CONSTRUCTION CO., INC.
i~ . r,
("" !) I . ! Ii
, ) I Y' / t-' . '-. _I.-
; .' /. ,.. ',,' /' 1\ . III
" I j' i),' /' I '~, I
--";'-[f_t 7~U,-/jCA..L!"- 1,_1...A:'/~_.
t
Pat Patrick
Project Manager
PP:sdr
cc: Jobsite
pat 1 1 1605b,vv'pd
ILb@~~:~1
. f6 ____<
BY. _______________
1Jf.fl! ., ..' A .... .!!. ~ . .. if"'> ·
i!ii~Cr\n~gn! ~On5trUCI~on ~O=r ~nc=
GENEP~lCONTR~CTQRS
Wiliiarn D. l'vkKnight - Pre5ident
Mason Iv1cKnight, III - Vice President
Huey E. Ca..Ler - Sec. - Treasurer
fOUNDERS:
Ma.5on McKnight, Sr. 1900-1973
Mason McKnight, Jr. 1930-1994
P. O. Box 204718
Augusta. Georgia 30917
r,,'.n~- UhMn~- r.1^t;) (16-3 ~,"?;A
;mI-.- . -,,,. - l'!'!..'. -. l ......
.."...&........ ...,.,.........# ,................ .,.....
Fa;,::; [706] 863-2031
Novem~r 16~-2uu,
Parsons Brinckernoff Constmctiofi Ser.ices Inc.
1510 Hanger Road, Suite A
Augusta, GA 30906
)i.....tin.: lviatt IvfcCoy
RE: Augusta Regiomd Airport
Augusta, GA
Gentlemen:
McKnight is proposing an alternate for the GFRC panels around the building. Per Bob Anderson,
the GFRC will still be used for the building columns, and the entablature/utility box sho~TI on detail
. 5/As1.2, but McKnight would lib to propose the wall shapes PI-P8 be constructed with a stucco
finish. McKnight is proposing this change will help prevent a.."1Y. alignment problems or
!nconsistencies in the product size or shapes.
Alofl.g with the proposal, McKnight offers a $1 0,000 credit for the change. The stucco subcontractor
is con...~tion a sample for approval based on t.l}is alternate.
Please notify McKnight if this' change will be accepted.
Sincerely.
MCKNIGHT CONS'rRllCT10N CO'1 INC.
. '0:t r--.... . r C
-J- V -h: - V '--.
.+t. . 'Yw0UC-f'--/ !~1r,-
r
Pat Patrick
Project Manager
PP:sdr
cc: Jobsite
pad} 160Sb...vpd
\lb~~TI\W~'
,.. n.~ -,.....'
.. ': /. it>
\KW 1 D f.U~,,}
BY: --------------------
~'i:11IJ~<iJ1l1JJ~
Srru/1TICr,e,wOiff(
ConstrrMcfi:u06li
Sen!iices, BlilIe"
i a I u ntH ,yt!J nOdU, ':')UIl'd h
Augusta, GA 30906
706-771-5172
Fax: 706-771-5176
November] 7,2005
The LP A Group
700 Huger Street
P. O. Box 5805
Columbia, SC 29250
Attention: Mr. Mike Leath
Re: Augusta Regional Airport - Terminal Area Improvements
GFRC Panel Credit
Dear Mike:
Attached is a letter from McKnight Construction Co. which proposes a credit to the Owner in the
amount of $] 0,000.00 for the substitution of stucco panels for the GFRC panels in the original
design. PB understands that these details have received concurrence from Mr. Bob Anderson of
your office.
PB asks that you advise whether the credit amount is appropriate for the substitution to be
provided.
If you have any questions concerning this matter, please feel free to contact me at (706) 771-
5]72.
Sincerely,
Parsons Brinckerhoff Construction Services, Inc.
G-~6 . '\.
~ ---(0 ~
\--~ Jet> \
\, ^\V:6 ./: ,.,..-( I of' \
f"\ r6Y'J>.-. \\.. \()""':>
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~-!'
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. -,J\c,(:; \ ~ ~N ~
,~~.
J:nzZh .~ /7/7 /} /(
v .... . .... \~'/</ I l.-
/ a U' utr~<-fr.. I' / )//
M~lew J. MCCoy (
Construction Manager
Attachment
Cc: W. Boshears, T. Weegar; ARA
Robbie Roberson, D. Blessing; PB/INT
File
FOUNDERS:
Mason McKnight, Sr. 1900- 1973
Mason McKnight, Jr. 1930- 1994
McKnight Construction Co., Inc.
GENERAL CONTRACTORS
William D. McKnight - President
Mason McKnight, III - Vice President
Huey E. Carter - Sec. - Treasurer
P. O. Box 2047 I 8
Augusta, Georgia 30917
Parsons Brinckerhoff Construction Services Inc.
1510 Hanger Road, Suite A
Augusta, GA 30906
Attn: Matt McCoy
Gentlemen:
Office Phone: [706] 863-7784
Fax: [706) 863-203 I
. October 27,2005
RE: Augusta Regional Airport
Augusta, GA
VB-Proposal-Fireproofing
The following is an unsolicited value engineering proposal to change the sub-ceiling fire rating from
UL-P519, to UL-P719. This change involves deleting the sheetrock sub-ceiling attached to the bottom
of the bar joist, and applying the spray fireproofing to all exposed structure required by the UL-719
requirements. The sheetrock sub-ceiling will still be required to fire rate the metal stud trusses.
McKnight will accept responsibility to coordinate all trades effected by this change, and verify the fire
rating on the bid documents will not change.
Value Engineer Credit offered = $10,000.00
Along with this credit, is a copy of a letter from LP A and revised drawing LSO-O describing the change.
As shown, both the letter and drawings have approval stamp from the Richmond County Inspections
Dept.
Please call if you need to discuss this matter.
PP:sdr
cc: Jobsite
LP A Associates
pat] 02705b.wpd
Sincerely,
ffI~. CON~TRUtTI~N CO., INe
.foft o:fwLI~
Pat Patrick
Project Manager
L.~ ~n~~e~:~r~i~;!s~~an~~OUP, INC.
700 HUGER STREET II P.O. BOX 5805 II COLUMBIA, SC 29250.803-254-221 J II FAX 803-779-8749
October 10, 2005
Mr. Rob Sherman
Augusta-Richmond County
. Llcem;~d-+nspections
1815 Marvin Griffin Road
Augusta, Georgia 30906 .
.__._....___....__...___m.__......._.,. u__
RE: TERMINAL AREA IMPROVEMENT PROGRAM
AUGUSTA REGIONAL AIRPORT- PROPOSED DESIGN CHANGE
AR209035 CORRESPONDENCE
Dear Mr. Sherman:
rhis is to request approval of a change to the fire protection for the roof ceiling assembly used
for the terminal construction project at Augusta Regional Airport. The documents as approved in
the original submission indicated the use of UL # P519 to meet the 1-hour requirement for Type
1 B construction (a gypsum board assembly). The contractor, McKnight Construction, has
requested a change to UL #P719, which is a spray fireproofing method. This was offered as a
cost saving to the Owner and as well as improving the contractor's ability to complete on
schedule.
.
Our understanding is that the Life Safety Plan would need to be updated to indicate the method
used. That revision is attached. It also includes the notation of the actual tested spray
. fireproofing assembly for the floor/ceiling assembly and columns submitted for approval. These
changes are only due to the use a different manufacturer for the fireproofing material (Isolatek),
and thus the test assembly number
We would request your specific review and approval on this issue by no later than October 15th
so that the work progress is not affected. Thank you for your assistance.
Sincerely,
Enclosures
LSO.O Revised, UL Assemblies Data
Lt. Jason Beard - Bureau of Fire Prevention'
Matt MCCoy / Parsons Brinckerhoff Com:,truction Services
Pat Patrick / McKnight Construction Company
Tim Weegar - Augusta Re~lional Airport
L:\CLlENTS\Augusta R~gional\; er~ndsg'\ .2003\Construction )',dm\Bldg De::;! 101 005.doc
Affiliate of THE LPA GROUP with offices in
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THE L.PA GROUP I~RPORATED
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Dennis J. Wiehl, AlA
Vice President
cc:
ATLANTA 11 BATON ROUGE 11 CHARLESTON 11 CHARLOTTE 11 COLUMBIA III GREENSBORO III GULFPORT II JACKSONVILLE
KNOXVILLE III LITTLE ROCK II MOBILE III ORLANDO III RALEIGH III RICHMOND II SARASOTA 11 TALlAHASSEE 11 TAMPA II WEST PALM BEACH
FIRE RESISTANCE DIRECTORY
160
FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV)
Design No. P719
Restrained Assembly Rating - I, 1-112,2 or 3 Hr.(See Items 3 through 3G and 9)
Unrestrained Assembly Rating - I, 1-1/2 or 2 Hr.(See Items 3 through 3G and 9)
Unrestrained Beam Rating - I, 1-112, 2 or 3 Hr.(See Items 3 through 3G and 9)
...;..;
1. Steel Supports - W6xl6 steel beam min size, 10 KI, min. size steel joist. As alternate to steel beam or steel joist, joist girders (Not
Shown) - 20 in. min depth and 131b/lin ft min weight. .
2. Roof Covering - Consisting of hot mopped or cold application bituminous materials compatible with the insulation(s) described
herein which provide Class A. B or C coverings. See Roofing Materials and Systems Directory-Roof Covering Materials(TEV1).
2A. In lieu of Item 2, roof covering consisting of single-ply Roofing Membranes. - that is either ballasted, adhered or mechanically
attached as permitted under the respective manufacturer's Classification. See Roofing Membranes (CHCI) category for names of
manufacturers.
2B. Metal Roof Deck Panels' - (Not Shown) -,- In addition to or in lieu of Items 2 or 2A. the roof covering may consist of a mechani-
cally fastened metal roof deck panel assembly. See Fire Resistance Directory-Metal Roof Deck Panels (CElW).
3. Roof Insulation-Foamed Plastic. - 36 by 46 in. (min size) polyisocyanurate foamed plastic insulation boards applied over the gyp-
sum wallboard (Item 4) in one or more layers. Min thickness is as outlined in Item 9. (No limit on max overall thickness). Boards to
be installed with end joints staggered a min of 6 in. in adjacent rows. When applied in more than one layer, each layer to be offset in
both directions from layer below a min of 6 in. in order to lap all joints.
APACHE PRODUCTS CO
CORPORATE - Pyrox.
ATLAS ROOFING CORP -ACFoam II, ACFoam III.
CARLISLE SYNTEC INCORPORATED -Types HP, HP-H, HP-N, HP-W.
TIlE DOW CHEMICAL CO -Types Hy-Therm AP, Hy-Thenn Tapered.
FIRESTONE BUILDING PRODUCTS CO, DIV OF
BFS DIVERSIFIED PRODUCTS L L C -"ISO 95+FK", "ISO 95+GL", "ISO 95+GW", "ISO 95+GRF", "ISO 300".
GAF MATERIALS CORP -Isotherm R.
HUNTER PANELS -H Shield.
JOHNS MANVILLE INTERNATIONAL INC -ENRGY 2, ENRGY 3. ISO-I, PSI 25.'
LOADMASTER SYSTEMS INC -Loadmaster Polyisocyanurate Insulation.
STEVENS ROOFING SYSTEMS, DIV OF
. JPS ELASTOMERICS CORP - "Stevens ISO 2000", "Stevens ISO 3000".
RMAX INC -Multi-Max FA. Multi-Max FA-3.
3A. RoofInsulation-Mineral and Fiber Boards' - (Not Shown) - As an alternate to Item 3 for the 1, 1-1/2 and 2hr assembly ratings.
Min I in. thick for the I and 1-1/2 hr assembly ratings and 2 in. thick for the 2 hr assembly ratings. No limit on max overall thick-
ness. To be applied in one or more layers over the gypsum wallboard (Item 4) with adhesive (Item 6) between layers of insulation
and to vapor retarder (or gypsum wallboard if vapor retarder is not used). As an alternate, the first layer of insulation may be
attached through the wallboard to the roof deck with self-drilling. self-lapping steel screws pierced through 3-1/4 in. hexagonal steel
plates spaced min 15 in. OC. The min cover of Spray-Applied Fire Resistive Materials to the end of the screw shall be 1/2 in. The
second layer qf insulation may be secured to the first layer with 30 lb. of hot mopping asphalt per 100 sq ft. Each layer of. board to
be offset.!n both directions from layer below a min of 6 in. Between layers of roof insulation, a secondary membrane cOllSlsting of
Type GI or G2 mats or Type 15 felt may be used. Secondary membrane secured in place with 25 lb. of hot mopping asphalt per 100
sq fl. Joints between insulation and sheathing shall be staggered.
JOHNS MANVILLE INTERNATIONAL INC
OWENS CORNING HT INC, DIV OF
OWENS CORNING
FIRE RESISTANCE RATINGS - ANSIJUL 263 (BXUV)
181
FIRE RESISTANCE DIRECTORY
SIPLAST INC
3B. Building Units. - As an alternate to Items 3 and 3A, polyisocyanurate foamed plastic insulation boards. nom 48 by 48 or 96 in..
faced on the top surface with oriented strand board. Min. thickness of the polyisocyanurate core is as outlined in Item 9. No limit on
max overall thickness. Boards to be installed over gypsum wallboard with end joints staggered a min of 6 in. in adjacent rows.
ATLAS ROOFING CORP -ACFoam NailBase Insulation. Vented-R
FIRESTONE BUILDING PRODUCTS CO, DIV OF
BFS DIVERSIFIED PRODUCTS L L C -Hailgard
GENFLEX ROOFING SYSTEMS - NB1, NB3, NB4
MARTIN FIREPROOFING GEORGIA lNC-Perform-A-Deck Nailable Roof Insulation
JOHNS MANVILLE INTERNATIONAL INC -Nailboard
3~nwlatinn~ 'P..namprc PI":)IDr* O'1nt C;:hn\vn) Ac :In ~1tt>rn~tpjo ltpm<:: ~ thr..auBh-.3.BrPnlj,<:'t)rr~np fnrn,pr'-..phc::ti,.. inO;:lIbrjon
boards, applied in one or more layers over gypsum wallboard. Min. thickness is 1.0 in. with no max overall thickness max density
2.5 per. When applied in more than one layer. each layer to be offset in both directions from layer below a min. of 6 in. in order to
lap all joints. Boards secured to gypsum wallboard (Item 4) with asphalt glaze coat or adhesive (Item 6). Adhesive and/or asphalt
glazer coat may be omitted when Item 2A. See Foamed Plastic (BRYX) category in the Building Materials Directory or Foamed Plas-
tic (CCVW) category in the Fire Resistance Directory for names of manufacturers. .
3D. Roof Insulation - Foamed Plastic. - As an alternate to Items 3 through 3C, 36 by 48 in. (min size) polyisocyanurate foamed plas-
tic insulation boards applied over the gypsum wallboard (Item 4) in one or more layers. Min thickness is 3.0 in. with no limit on
max overall thickness. Boards to be installed with end joints staggered a min of 6 in. in adjacent rows. When applied in more than
one layer. each layer to be offset in both directions from layer below a min of 6 in. in order to lap all joints.
RMAXINC
3E. Building Units. - As an alternate to Items 3 through 3D. polyisocyanurate foamed plastic insulation boards, nom 48 by 48 or 96
in. faced on the underside with mineral and fiber boards. Min thickness of the polyisocyanurate core is as outlined in Item 9. No
limit to max overall thickness. Boards to be installed with end joints staggered a min of 6 In. in adjacent rows.
FIRESTONE BUILDING PRODUCTS CO, DIY OF
BFS DIVERSIFIED PRODUCTS L L C -"ISO 95+ Composite" .
JOHNS MANVIll.E INTERNATIONAL lNC -Fesco-Foam,
3F. Building Units. - As an alternate to Items 3 through 3E, polyisocyanurate foamed plastic insulation boards faced on the underside
with wood fiber board. Min thickness of the polyisocyanurate core is as outlined in Item 9. No limit on max overall thickn~.
Boards to be installed with end joints staggered a min of 6 In. in adjacent rows.
FIRESTONE BUILDING PRODUCTS CO, DIV OF
BFS DIVERSIFIED PRODUCTS L L C -"ISO 95+ Wood Fiberboard Composite" .
GENFLEX ROOFING SYSTEMS - Isofiber 1
JOHNS MANVILLE INTERNATIONAL INC-ENRGY-2 Plus.
3G. Building Units. -. Not Shown - As an alternate to Items 3 through 3F, composite polyisocyanurate foamed plastic insulation
board with an adhered nailing surface, nom 48 by 48 or 96 in. may be used with the following limitations. These composite building
units have ventilation slots internal to the panels. The building units are applied over gypsum wallboard (Item 4). The thickness of
the panel depends upon the thinnest portion of the polyisocyanurate insulation. The following dimensions apply to the polyisocya-
nurate insulation. min is as outlined in Item 9. There is no limit on the max insulation thickness. .
GAF MATERlALS CORP -Type INSUL-AIR.
JOHNS MANVILLE INTERNATIONAL lNC -Type ISO-VENT.
3H. Building Units. - As an alternate to Items 3 through 3G, polyisocyanurate foamed plastic insulation boards. nom 48 by 48 or 96.,
faced on the top surface with gypsum board. Min thickness of the polyisocyanurate core is as outlined in Item 9. No limit on overall
thickness. Boards to be installed with end joints staggered a min of 6 in. in adjacent rows.
JOHNS MANVILLE INTERNATIONAL INC - ENRGY 2 Gypsum Composite.
4. Gypsum Board - (Classified or unclassified) - Supplied in sheets from nom 2 by 4 ft to 4 by 12 ft. by nom 5/8 in. thick. Min
weight 2.2 psf applied perpendicular to steel roof deck direction with adhesive (Item 6). hot asphalt (Item 6A) or laid loosely. End
joints to occur over crests of steel roof and to be staggered 2 ft in adjacent rows. See Gypsum Board (CKNX) category for names of
manufacturers.
5, Vapor Retarder-Sheathing Material. - (Optional) - Vinyl film or paper scrim vapor barrier, applied to steel roof deck with adhe-
sive (Item 6), asphalt (Item 6A) or laid loosely, overlapped approximately 2 in. on adjacent sheets. See Sheathing Material (CHIZ)
category for names of manufacturers.
6. Adhesive. - (Optional) - May be applied between crests of steel roof deck and gypsum wallboard. between gypsum wallboard
and vapor retarder, between vapor retarder and first layer of insulation, and between layers of insulation. Applied in 1/2 in. wide
ribbons 6 in. OC at 0.4 gaIllOO sq fL See Adhesives (BYWR) category for names of manufacturers.
6A. Asphalt or Coal Tar Pitch. - (Optional - Not Shown) - In lieu of Item 6, used to attach the first layer of insulation to vapor
retarder and each additional layer of roof insulation. Applied at a max rate of 251bs/100 sq ft.
6B. Adhesive. -(Optional) - (Bearing theUL Classification Marking for Roof Systems (TGFU)) - The vapor retarder, the gypsum wall-
board or the first layer of roof insulation may be secured with adhesive to the steel crest surfaces. Also used to attach the vapor
retarder to gypsum wallboard. the first I~er of insulation to vapor retarder or gypsum wallboard and each additional layer of insu-
lation. Applied at a max rate of ]9.8 gift . When FAST 100 adhesive is used. additional Spray-Applied Fire Resistance Materials.
(CHPX) is required on the deck for the I -1/2 and 2 hr Unrestrained Assembly Ratings. The thickness specified for the deck shall be
increased by 1/ 16 in. for 1-1/2 hr Unrestrained Assembly Rating and 1/4 in. for 2 hr Unrestrained Assembly Rating.
CARLISLE SYNTEC INCORPORATED - FAST 100 .
7. Mechanical Fasteners - (Optional - Not Shown) - Mechanical screw-type fastener with metal washer designed for the purpose
may be used to attach one or more layers of insulation to steel roof deck.
8. Steel Roof Deck - (Unclassified) - Min 1-1/2 in. deep and 30 or 36 in. wide galv or painted fluted steel deck. When unclassified
painted roof deck is used. the use of Item 9A, Metal Lath. is required. Flutes 6 in. OC with crest width ranging from 3-5/8 to 5-1/16
in. Min gauge is 22 MSG. Ends overlapped at supports min 1-1/2 in. and welded to supports at deck laps and a max of]2 in.OC
between sides of units. Side laps of adjacent units welded. button-punched or secured together with No. 12 by 3/4 in. long self- .
drilling. self-tapping steel screws spaced a max of 36 in. OC.
Classified Steel Floor and Form Units - 1-1/2.2 or 3 in. deep, 24. 30 or 36 in. wide galv units. Min gauge is 22 MSG. Ends over-
lapped at supports min 1-1/2 in. and welded to supports at deck laps at a max of 12 in. OC between sides of units. Side laps of
adjacent units welded, button punched or secured together with No. 12 by 3/4 in. long self-drilling. self-tapping steel screws spaced
a max of 36 in. OC. ..
CONSOLIDATED SYSTEMS INC -Types B. BI. F. N, NI. Units may be phos/ptd.
LOADMASTER SYSTEMS INC -Types PS. SS-200. SS-300.
MARLYN STEEL DECKS INC -Types B. F. N. NY.
UNITED STEEL DECK INC - Types BS, Bl. F. NS. NI. Units may be phos/ptd or ptd/ptd.
VERCO MFG CO - Types PLB, B, PLN, N. PLW2 or W2 Fromlok. Units may be phos/ptd. Types PLB. HSB. PLN or N. Units
may be ptd/ptd. .
VULCRAFT. DIV OF
NUCOR CORP -Galv or ptd/ptd Types 1.5B. 1.5BI. I.SF. 3N, 3Nl.
WHEELING-PITISBURGH STEEL CORP. DIV OF
I
1.1/2
1.1/2
Z
Z
Z
3
3
I
1-1/2
1.1/2
Z
Z
2
Z
Z
I
1.1/2
1.1/2
Z
2
2
3
3
1/2
13/16
3/4
1.1/8
1.1/16
15/16
1.11/16
1-1/2
7/16
9/16
9/16
13/16
13/16
13/16
1-1/4
1.1/4
Joisl
(a)
1(3/4')
15/16
15/16
1.3/16
1.3/16
1.3/16
1-5/8
1.5/8
Joisl
(hI
1(3/4')
1.3/16
1.3/16
1.3/16
1.3/16
1.3/16
1.5/8
).5/8
~
FIRE RESISTANCE DIRECTORY
182
FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV)
WHEELING CORRUGATING CO -Types BW, F, High Strength B, High Strength BW. N. IF-200. Types F. Nand BW may be
ptd/ptd.
9. Spray-Applied Fire Resistive Materials. - Applied by mixing with water and spraying in one or more coats to the thicknesses
shown below, to ste~1 surfaces which are clean and free of dirt, loose scale, and oil. Min average and min individual density of 17.5
and 16 pef. respectively, for Types 300, 300ES, 300N and SB. Min average and min individual density of 22 and 19 pef, respectively,
for Type 400. For method of density determination, see Design Information Section. Sprayed Material. Spray-Applied Fire Resistive
Materials on steel deck shall cover screw tips by 1/2 in. min. Use of adhesive (Item 12) is required.
The min thickness of Spray-Applied Fire Resistive Materials required for various fire resistance ratings are shown in the table below:
Restrained Unrestrilined Unrestr.lined l\.lin Insulation Prolection Thkns In.
Assembly Assembly Dum Dr Building
Rating Hr Rating IIr Rating llr Unil Co..
l1u~""
o
o
1
o
I
2
1
Z
Deck
Beam
'The 314 in. thickness may be used when the joist is limited to a maximum tensile stress of 26,000 psi.
., Refers to Item Nos. 3. 3B, 3E. 3F, 3G. and 3H. For Item Nos. 3A. 3C. or 3D, refer to individual description for min thickness.
liThe required minimum thickness of Spray-Applied Fire Resistive Materials on the steel deck is increased by 1/16 in. for 1-1/2 hr
Unrestrained Assembly Rating and 1/4 in. for 2 hr Unrestrained Assembly Rating when Item 6B is used.
(a) Metal lath (Item lOA) or nonmetallic fabric mesh (Item 10) secured to one side of joist. Spray-Applied Fire Resistive Materials
thickness applied to each side of lath or mesh shall be equal to thickness required on steel joist.
(b) Spray-Applied Fire Resistive Materials directly applied to joist. contours. As an alternate. metal lath (Item lOA) or nonmetallic
mesh (Item 10) secured to one side of joist to catch overspray when spraying following joist contours. Metal lath to be fully
covered with Spray-Applied Fire Resistive Materials but with no min thickness requirements.
CIL GROUP LID -Type 300. ' -
ISOLATEK INTERNATIONAL-Type 300. Type 300ES, Type 300N. Type 400 or Type SB.
9A. Metal Lath - Not Shown - Required on unclassified painted steel roof deck. Rib lath. galv or painted, min 2.5 Iblsq yd, with
ribs facing down, fastened to deck using No.8 by 1/2 in. wafer head self-drilling. self-tapping coated steel screws spaced max 15 in.
OC in both directions with lath edges overlapped approx 3 in.
10. Glass Fiber Mesh - (Optional) - Min 3/32 in. sq mesh. coated fiberglass scrim fabric. weighing a min of 1.9 oz/sq yd shall be
attached to one side of each joist web member. The method of attachment must be sufficient to hold the mesh and fire protection
material during application and curing of the material. An acceptable method of attaching the mesh is by embedding the mesh in
min 114 in. long beads of hot melted glue.
The beads of glue shall be spaced min 12 in. OC along the top chord of the bar joists. Another method of attachment is the use of 1-1/4
in. long. 1/2 in. wide hairpin clips formed from 0.064 in. diam steel wire. alternating from top to bottom of the joist web member.
IOA.Metal Lath - (Optional- Not Shown) - In lieu of Item 10. dillmond mesh, 3/8 in. expanded steel, min 1.7 lblsqlyd fastened to
one side of joists using No. 18 SW~ steel tie wire, located at the midheight of every other web member or 18 in. OC whichever is
less. Both sides of lath must be completely coated with Spray-Applied Fire Resistive Materials.
II. Bridging - (Not Shown) - Min 1-1/4 by 1-1/4 by 1/8 in. thick steel angles welded to top and bottom chords of each joist. Num-
ber and spacing of bridging angles per Steel Joist Institute specification. Bridging coated with the same thickness of Spray-Applied
Fire Resistive Materials as the joist(s) - See Item 9.
12. Adhesive' - Applied to steel roof deck in accordance with manufacturer's instructions.
ISOLATEK INTERNATIONAL -Type EBS or Type X
'Bearing the UL Classification Mark
FIRE RESISTANCE DIRECTORY
94
FIRE RESISTANCE RATINGS. ANSI/UL 263 (BXUV)
Design No. D902
Restrained Assembly Ratings - 1, 1-112,2 and 3 Hr.
Unrestrained Assembly Ratings - O. 1. 1-112. 2 or 3 Hr. (See Items 4 & 6)
Unrestrained Beam Ratings - 1, 1.112,2 and 3 Hr.
G^ ~ ~~~ Q;
t:L.J~~~~:rt"
SEgtON A-A
"-oB
SEE ITEM 6
~
1. Beam ~ WI2X14, W8X28 or W6x12, min size, see Items 6A through 6E.
lA. Steel Joists - (Not shown) - As an altema!e to Item 1 - May be either uncoated or provided with a shop coat of paint. Compos-
ite or noncomposite. Welded or bolted to end supports. Designed per S.j.1. specifications for a max design ~tress of 30 ksi. The top
chords shall consist of two angles measuring ]-1/4 by 1-1/4 by 0.127 in, thicl~: Bottom chords shall consist of two round bars mea-
suring 0.566 in. in diam. or two angles measuring I by I by 0.125 in. thick. Bearing plates shall consist of two angles measuring
1-112 by 2 by 0.188 in. thick and 5-1/16 in. long. Web members shall consist of 0.565 in. diam bars. The min depth and weight shall
be 8 in. and 4.9 Ib/ft. respectively.
lB. Steel Joists - (Not shown) - As an alternate to Item I - Composite or non'composite and welded or bolted to end supports. May
be uncoated or provided with a shop coat of paint. Designed per S.j.I. specifications for a max design stress of 30,000 psi. Top chords
shall consist of two angles measuring 1-1/2 by 1-112 by 0.156 in. thick.. Bottom chords shall consist of two round bars measuring
0.675 in. in diam. or two angles measuring I by I by 0.125 in. thick. Bearing plates shall consist of two angles measuring 2 by 2 by
0.192 in. thick and shall be min 4-15/16 in long. The second web member at each end shall consist of 0.654 in. diam round bar. All
remaining web members. including the end web members. shall consist of 0.774 in. diam round bars. Bridging per S.j.I. specifica-
tions is required when noncomposite joists are used.
lC. Steel Joists - (Not shown) - As an anernate to Item I - Composite or noncomposite, welded or bolted to end supports. May be
uncoated tlr provided with a shop coat of paint. Designed per SJ.1. specifications for a max design stress of 30,000 psi. Top chords
shall consist of two angles measuring 1-1/2 by 1-1/2 by 0.156 in. thick.. Bottom chord shall consist of two round bars measuring
0.675 in. in diam, or two nangles measuring 1 by I by 0.125 in. thick. The second web member at each end shall consist of 0.654 in.
diam round bar. All remaining web members, including the end web members. shall consist of 0.774 in. diam round bars. Bridging
per 5.1.1. specifications is required when noncomposite joists are used.
ID. Steel Joists - (Not shown) - As an alternate to Item 1 --:- May be either uncoated or provided with a shop coat of paint. Compos-
ite or noncomposite. Welded or bolted to end supports. Designed per S.j.1. specifications for a max design stress of 30 ksi. The top
chords shall consist of two angles measuring 1-114 by 1-114 by 0.127 in. thick. Bottom chords shall consist of two' round bars mea-
suring 0.566 in. in diam. or two angles measuring I by I by 0.125 in. thick. Bearing plates shall conform to S;j.I. specifications. Web
members shall consist of 0.565 in. diam bars. The min depth and weight shall be 8 in. and 4.9 Ib/ft respectively.
2. Normal Weight or Lightweight Concrete - Normal weight concrete. carbonate or siliceous aggregate. 3500 psi compressive
strength. vibrated. Lightweight concrete. expanded shale or slate aggregate by rotary-kiln method or expanded clay aggregate by
rotary-kiln or sintered-grate method. 3000 psi compressive strength, vibrated. 4 to 7 per cent entrained air.
Restrained Concrete Concrete Unit
Assembly Rating Hr (Type) Weight pcf
1 Normal Weight 147,153
1-1/2 Normal Weight 147-153
2 Normal Weight 147-153
3 Normal Weight 147-153
1 Lightweight 107,]]3
1 Lightweight 107-120
1-1/2 Lightweight 107-113
2 Lightweight 107-]]3
2 Lightweight 107-116
2 Lightweight Jl4-120
3 Lightwcighll07-113
3 Lightweight 114-120
Concrete
1111"'5 In.
3-1/2
4
4-1/2
5-1/4
2-1/2
2-5/8
3
3-1/4
3-1/4'
3-1/2
4-3/16
4-7116
'With 2 and 3 in. deep steel floor units only.
3. Welded Wire Fabric - 6x6 10/10 SWG.
4. Steel Floor and Form Units' - Composite 1-1/2, 1-5/8,2 or 3 in. deep galv units or 4-1/2 in. deep non-composite galv units.
Fluted units may be phos/ptd. Min gauges are 22 MSG for fluted and 20/20 for cellular and partial cellular units. The following
combinations of units may be used:
(I) All 24. 26. 28 or 36 in. wide cellular or partial cellular.
(2) All fluted.
(3) One or two 3 in. deep. 12 in. wide. 18/18 MSG min cellular allernating Witil 3 in. deep fluted or other cellular.
(4)Any blend or fluted and 24. 26. 28 or 36 in. wide cellular or partial cellular. .
(5) Corrugated. nom 1-5/16 or 2 in. deep. 30 in. wide, 24 MSG min gal v units \\;lh shear wires factory welded to deck corrugations.
Welded to supports 12 in. OCthrough welding washers. For shear wire spacing of 8 in. or less the steel deck stress shall not exceed 20
KSI. For shear wire spacing greater than 8 in. OC but less than or equallo 12 in. OC steel deck stress shall not exceed 12 KSl.
ASC STEEL DECK, DIV OF
ASC PROFlLES INC -24 in. wide Types 2W24. 2WF21. 3W21. 3WF24. B. BF-24, Bft, BMOD. BRMOD. N. NF: 30 in. wiele
Type 8-30. BF-30. BR; 36 in. wide Types 2W36. 2WF36. 3W36, 3WF36, B-36; 24 or 30 in. wide Types ASC2. ASC3.
FIRE RESISTANCE DIRECTORY
.'
96 FIRE RESISTANCE RATINGS -ANSI/UL 263 (BXUV)
Restrained Unrestnintd (anode ProIt<1ion Mtl Thkm
Assembly Beam Type on Sttuctur.i1 Member III
Rating Rating W8x2S W8I28 WIZxIl Joist Joist
Hr Hr When When When hernIA Item tB
Ot<k De,k Ot<k When Deck \Iv lien Dttk
Is Is Blend Is Is. fluted Is Fluted
All or All All Cellular Cellular
Fluted Cellular F1uled or Blend or Blend
I I NW J/8.S/8" 1/2.,11/16- 9/16,15/16" 1++
1.1/2 I NW J/8.S/lr' 1/2'.11/16" 9/16.15/16" 1.9/1.
2 1 NW J/8.S/8" 1/2+.11/16" 9/16.15/16" 2-1/16
2 2 NW J/~ 1.3/8. 1-1/16 2-1/16
2 3 NW J.J/16 2.I/S+ 1.11/16 J.1/1
3 1-1/2 NW 1/2 7/S' 3/1 3-1/1
J I'IW J/'i j-J/6+ 1-1116 J:.1/4
3 3 NW 1.3/16 2.1/8+ 1.11/16 3-1/1
I I LW 3/8.5/8" 1/2+.11/16" 9/16.15/16- 1-118++
1-1/2 __._-1.__.. _____. LW___ _______ 3/8,S/8~___. _._ .1/2+,II/W: __'__ .__.!1!16,ISl.I6::.,__.. ___IYL_._____ u _ ___ _.___.____
2 I LW 3/8.5/8" 1/2+.11/16" 9/16.15/16- 2-1/~
2 2 LW 1 1.3/11+ 1-7116 2-1I~
2 3 LW 1-9/16. 2.1/8+ 2-1I~ 3-1/1
3 1-1/2 LW 11/16 7/S' 1 3-1/1
3 2 LW 1+ 1-3/11+ 1-7116 J.I/I
.May be reduced to 3/4 in. for the 1-1/2 hr Unrestrained Beam Rating when the material is sprayed 2 in. beyond the beams's top flange and
no reduction in thickness is made at the tips or the bottom flange.
"This thickness applies when optional Item 12 or 13 are used over 3,1/4 in. lightweight concrete topping.
+ Thickness of Spray-Applied Fire Resistive Materials may be reduced to one half of this thickness on the lower flange tips of the steel beam.
++ - When bottom chords consist of I by I by 0.125 in. thickn steel angles, the thickness of spray-applied fire resistive material shall be
increased by 1/4 in. on the bottom chord only.
CIL GROUP LTO -Type O.C/F or Type II. Type EBS or Type X adhesive which may also be used as a surface sealer.
ISOLATEK INTERNATIONAL-Type D-C/F, HP. Type II. Type EBS orTyp~X adhesive which may also be used as a surface
sealer.
6A. Spray-Applied Fire Resistive Materials" - Alte'rnateto [tern 6. See table below for appropriate thicknesses. When fluted steel deck
is used and the fire protection thickness selected is based on all fluted deck, the area between the steel deck and the top flange of
the steel beam shall be filled. When fluted steel deck is used and the steel beam is sprayed with the thicknesses applicable to cellular
or blended units, the area between the steel deck and the top flange of the steel beam shall be plugged. Prepared by mixing with
water and spray-applied in one or more coats to beam surfaces which must be clean and free of dirt, loose scale and oil. Min aver-
age density of 17.5 pef with min individual value of 17.0 pcf. For method of density determination, see Design Information Section.
Sprayed Material.
Restrained
Assembly
Rating
Hr
1,1-112.2
2
2
3
3
3
Umestrained
Beam
Rating
Hr
1
2
3
1-112
2
3
When Deck Is
All Fluted
5/16,7/16*
11/16
1-1/16
1/2
11/16
1'1/16
Protection Thkns
on WRx28, In.
When Deck Is Blend
or All Cellular
5/16,7/16"
13/16
1-5/16
9/16
13/16
1-5/16
.This thickness applies when optional Items 12, 13 are used over 3-1/4 in. lightweight concrete topping.
+ ++ - When bottom chords consist of I by I by 0.\25 in. thick steel angles. the thickness of spray-applied fire resistive material shall be
increased by 1/4 in. on the bottom chord only.
CIL GROUP LID -Type 280.
ISOLATEK INTERNATIONAL -Type 280.
6B. Spray-Applied Fire Resistive Materials" - Alternate to Item 6 or 6A. Applied by mixing with water according to instructions on
each bag of material. Mixture can be spray or trowel applied in one or more coats. The thickness of the mixture is dependent on the
type of floor unit. See table below for appropriate thickness. When fluted steel deck is used and the fire protection thickness selected
is based on all fluted deck. the area between the steel deck and the top flange of the steel beam shall be filled. When fluted steel
deck is used and the steel beam is sprayed with the thicknesses applicable to cellular or blended units, the area between the steel
deck and the top flange of the steel beam shall be plugged. The steel surfaces must be clean and free of dirt, loose scale and oil.
Minimum average density of 38 pcf and minimum individual density of 35 pef for Type 800. Min avg density of 44 pef with min ind
value of 40 pcf for Type M-Il. Min avg density of 44 pef with min ind value of 42 pef for Type TG. For method of density determina.
tion, refer to Design Information Section, Sprayed Material.
Restrained Umestrained
Assembly Beam
Rating Rating
Hr Hr
1,1-112,2 I
2 2
2 3
3 1-1/2
3 2
3 3
When Deck Is
All Fluted
3/8, 1/2*
15/16
1-5/16
5/8
15/16
1-5/16
Protection Thkns
on WRx28, In.
When Deck Is Blend
or All Cellular
7/16,9/16*
1-1/4
1-1/2
1
1-1/4
1-112
*This thickness applies when optional Item 12 or 13 are used over 3-1/4 in. lightweight con~rete topping.
. CIL GROUP LTO -Type 800. Investigated for eA1erior use.
ISOLATEK INTERNATIONAL - Types 800, M-ll or TG. Types 800, M-I1 and TG Investigated for exterior use.
6e. Spray-Applied Fire Resistive Materials" - Alternate to Items 6A, 6B or 6C. Applied by mixing with water in accordance with
instructions on each bag and applied in one or more coats to a final thickness as shown in table below to steel beam surface which
is free of dirt, oil or scale. When fluted steel deck .is used and the fire protection thickness selected is based on all fluted deck, the
area between the steel deck and the top flange of tile steel beam shall be filled. When fluted steel deck is used and the steel beam is
sprayed with the thicknesses applicable to cellular or blended units. the area between the steel deck and the top flange or the steel
beam shall be plugged.. .
Min average and min individual density is 17.5 and 16 pcr. respectively, for Types 300, 300ES, 300N and S8. Min average ami min
individual density of 22 and ]9 pef, respectively. for .Type 400. For method or density determination, refer to Design In[ormation Section.
1. Steel Column, Steel Pipe or Ste-81 Tube - Wide flange steel column \'N) or steel circular pipe (SP) or steel square or rectangular
tube (S1), min sizes as shown in the tables below.
2. Spray-Applied Fire Resistive Materials' - Applied by mixing with water and spraying in one or more coats to the thicknesses
shown below. to steel surfaces which are clean and free of dirt. loose scale, and oil. Min average and min individual density of 17.5
and 16 pef, respectively. for Types 300. 300ES. 300N and SR. Min average and min individual density of 22 and 19 pcf. respectively.
for Type 400. For method of density determination. see Design Information Section, Sprayed Material.
The min thickness of Spray-Applied Fire Resistive Materials required for various fire resistance ratings of contour sprayed or boxed wide
flange columns are shown in the table below:
Colwnn WID
Size
y.J6x9
W6x12
W6x16
WBx28
WI0x49
WI2x106
WHx233
WI4x730
FIRE RESISTANCE DIRECTORY
~
268
FIRE RESISTANCE RATINGS. ANSI/UL 263 (BXUV)
Design No. X790
Ratings - 1, 1-112,2.3 and 4 Hr.
/,:.:.:! ,:':.:'F;'/: 7\':;:;';:;':":'\' .::! ::\:.
'f~
\'~. ~ 'r.' :'
':'::;": ::. .:;::~. \:.1'~:~:~: ,,~:,;-:_'~':.~'::':: :: ~
\.....
:.~:~'.:.':'~ ~ .~. ~.\.\'. ';;':;"
".
", "
....
:'J'
,.;
....
'.
;~'::;.' :: ~'.': .~.~f.::.: ~.:
0.33
0.43
0.57
0.68
0.83
1.46
2.52
6.68
IHr
15/t6
13/16
11/16
5/8
9/16
3/8
1/4
1/4
I-IIZHr
1-1/4
1-1/8
1
15/16
13/16
9/16
3/8
1/4
Min Thkns In.
ZHr
1-9/16
1.7/16
1.5/16
1-1/4
1-1/8
13/16
1/2
1/4
3Hr
2-1/8
2
1-7/8
1-13/16
1-5/8
1-1/4
7/8
3/8
(Hr
2-11/16
2-9/16
2-3/8
2-5/16
2-118
1,11/16
1-3/16
1/2
As an alternate 10 the above table. the required thickness of Spray.Applied Fire Resistive Materials 10 be applied to all surfaces of the steel
columns for all rating periods may be determined from the following equations:
. R
h =
75 (WID) + 32
(for column W 10 range of 2.51 to 6.F68)
Where:
h = Spray-Applied Fire Resistive Materials thickness in the range of 1/4 to 4-1/2 in. (rounded up to the nearest 1/16 in.)
R = Fire resistance rating period in minutes (60-240 mins.)
D = Heated perimeter of the steel colurrm in inches.
W = Weight of the steel column in Ibs per foot.
The thicknesses contained in the table below are applicable when the Spray-Applied Fire Resistive Materials applied to the column's flange
tips are reduced to one-half that shown in the table below (for contour application):
Column Min Thkns In.
Size In. 1 Hr 1,112 Hr Z Hr
W6x9 1 1-3/8 1-3/4
W6xl2 7/8 1-1/4 1-5/8
W6x16 3/4 H/8 1-7116
W8x28 11/16 1 1-5/16
WlOx49 5/8 15/16 1-3/16
MM06 m ~ m
W14x233 5/16 3/8 9/16
W14x730 5/16 5/16 5/16
(for column WID range of 0.33 to 2.51)
R
h =
75 0NID) + 15
3Hr
2-7/16
2-5/16
2-1/16
1-15/16
1-3/4
1.3/8
15/16
7/16
lHr
~1/8
~1/16
2-11/16
2-1/2
2.3/8
1-13/16
1-5/16
5/8
The min thickness of Spray-Applied Fire Resistive Materials required for various fire resistance ratings of contour sprayed steel pipes or tubes
are shown on the table below:
Min AlP I Hr 1-112 Hr Min nd<m 3 Hr (Hr
Column In. Z Hr
Size In.
SP 4).11.237 0.22 11116 1 1.3/8 2-1116 2.3/4
51 4x4xO.1875 0.18 3/4 1.1116 1-7/16 2-1/16 2-11/16
" FIRE RESISTANCE DIRECTORY
,-
FIRE RESISTANCE RATINGS - ANSIIUL 263 (BXUV) 269
Mln AlP IHr 1-II2Hr Min Thl= 3Hr ~ Hr
Column In. 2 Hr
Size In.
ST 4x4x0.3125 0.29 1/2 13/16 J.I /8 1,3/4 2-5/16
ST 4x4xO.375 0.3-l 7/16 3/4 I 1.9/16 2-1/8
ST 4x4xO.5 0.44 3/8 9/16 7/8 1-3/8 1-7/8
ST 36x24xO.5 0.49 5/16 7/16 11/16 1-1/8 1-9/16
As an alternate to the table above, the required thickness of Spray-Applied Fire Resistive Materials to be applied to all surfaces of the steel
pipes or tubes for all rating periods may be determined from the following equation:
Where:
h = Spray-Applied Fire Resistive Materials thickness in the range of 5/16 to 4-1/4 in. (rounded up to the nearest 1/16 in.)
R = Fire resistance rating in minutes (60,240 mins.)
.A.;,-Cfo.ss-settibhal'afeabfpipeoYliibe.---------'.--- - -. ....
P = Heated perimeter of steel pipe or tube.
AlP = 0.18 to 0.49.
The AlP ratio of a circular pipe is determined by:
R
h =
188 iA/p'w- 4,5,
Where:
d = the outer diameter of the pipe (in.)
t = the wall thickness of the pipe (in.)
The AlP ratio of a rectangular tube is determined by:
AlP = t Cd - t)
d
Where:
a = the outer wiOth of the tube (in.)
b = the outer length of the tube (in.)
t = the wall thickness of the tube (in.)
CIL GROUP LID -Type 300. .
ISOLATEK INTERNATIONAL -Type 300. Type 300ES, Type 300N. Type 400 or Type SB.
2A. (As an alternate to Item 2) - Spray-Applied Fire Resistive Materials' - Prepared by mixing with water according to instructions
on each bag of mixture and spray- or trowel-applied to steel surfaces which are free of dirt. oil or scale. Min average density of 17.5
pcf with min individual value of 17.0 pef. For method of density determination, see Design Information Section. Sprayed Material.
The min thickness of Spray-Applied Fire Resistive Materials required for various fire resistance ratings is shown in Item 2.
CIL GROUP LID -Type 280.
ISOLATEK INTERNATIONAL -Type 280. . .
3. Metal Lath - (Optional for contour application) - 3.4 Iblsq yd galv or painted expanded steel lath. Lath shall be lapped I in. and
tied together with No. 18 SWG galv steel wire spaced vertically 6 in. OC. .
*Bearing the UL Classification Mark
t (a + b-2t)
AlP =
a + b