048-23 - Lincoln Construction, Inc. - Supplement / Change Order 2DocuSign Envelope ID: 77F5F89C-4330-4117-A788-61088F983560
CITY OF PORT ORCHARD
Authorization for Change Order No. 2
Date: 11/10/2023
Project: City Hall Renovation
Contract / Job # C048-23
Contractor: Lincoln Construction, Inc.
118031015t Ave. E. Suite 201
Puyallup, WA 98373
THIS CHANGE ORDER AUTHORIZES (add description).
Additional Work/Construction Change Directives:
COP 008- Change StronGirts from 24" OC to 16" OC, double the screws needed for the attachment and change to stainless steel #14 x 2" Hex
Washer Head Self -Drilling. Change StronGrits from 24" OC to 12" OC at Zone 5. Exterior cladding attachment system.
See COP 008 and AIA for breakdown.
See memo for more detail.
Amount Sales Tax Total Date Appvd by
Original Contract
$8,245,941.00
$766,872.51
$9,012,813.51
13-Jun-22
council
Change Order 1
$44,711.00
$4,698.77
$49,409.77
11-Oct-23
PW Director
Change Order 2
$92,579.00
$8,609.85
$101,188.85
10-Nov-23
Council
Total Contract $8,383,231.00 $780,181.12 $9,163,412.12
I have reviewed the Change Order information above and certify that to the best of my knowledge descriptions and
costs are true and accurate.
7"low" RmtdeV
Contractor Approval Signature
Thomas Romberg -Project Manager
Printed Name & Title
Public Works Dir or
Printed Name
Change Orders that do not exceed 10%, with a maximum of
$50,000, of either legally authorized budget limit or contract Approved:
amount established by City Council can be approved by the Public
Works Director.
Change Orders that do not exceed 10%, with a maximum of Attest
$100,000, of either legally authorized budget limit or contract
amount established by City Council are to be approved by the
Mayor.
Change Orders over $100,000 or exceed a total of 10% require
Council Action.
DocuSigned by:
fimv—v� Mayor Pro-Tem
Ma or
DocuSigned by:
�L� �' 0'6i ' Denuty Citv Clerk
6�B1E6�,r�=2=r6
City Clerk
December 12, 2023
Council Approval Date
DocuSign Envelope ID: 77F5F89C-4330-4117-A788-61088F983560
I A
Change Order
PROJECT: (Name and address)
Port Orchard City Hall Building
Improvements
216 Prospect Street
Port Orchard, WA 98366
Documen
0 - 20
CONTRACT INFORMATION:
Contract For: Construction
Date: May 23, 2023
CHAN E ORDER INFORMATION:
Change Order Number: 002
Date: November 8, 2023
OWNER: (Name and address) ARCHITECT: (Name and address) CONTRACTOR: (Name and address)
City of Port Orchard Rice Fergus Miller, Inc. Lincoln Construction Inc.
216 Prospect Street 275 51h Street, Suite 100 11803 101st Ave E, Suite 201
Port Orchard, WA 98366 Bremerton, WA 98337 Puyallup, WA 98373
THE CONTRACT IS CHANGED AS FOLLOWS:
(Insert a detailed description of the change and, if applicable, attach or reference specific exhibits. Also include agreed upon adjustments
attributable to executed Construction Change Directives)
Change Order Proposal:
COP 08 - Additioanl girts for siding attachment $92,579.00
The original Contract Sum was
$
8,245,941.00
The net change by previously authorized Change Orders
$
44,711.00
The Contract Sum prior to this Change Order was
$
8,290,652.00
The Contract Sum will be increased by this Change Order in the amount of
$
92,579.00
The new Contract Sum including this Change Order will be
$
8,383,231.00
The Contract Time will be increased by Zero (0) days.
The new date of Substantial Completion will be
NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have
been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which
case a Change Order is executed to supersede the Construction Change Directive.
NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER.
Rice Fergus Miller, Inc. Lincoln Construction City of Port
(Orchard
ARCHITECT (Firm name) CONTRACTOR (Firm name) OW (Firm
-c��-name)
�
0�. %`tocuC�d �4y�PJ�
SIGNATURE SIGNATURE S I G N�ATRIE l
Dean Kelly Thomas Romberg -Project Manager
PRINTED NAME AND TITLE PRINTED NAME AND TITLE PRINTED NAME AND
November 8, 2023
DATE
11-15-2023
DATE
DA
AIA Document G701 — 2017. Copyright @ 1979, 1987, 2000 , 2001 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of
Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Instit to of Architects. This document was produced at 19:12:33
ET on 11 /08/2023 nder Order No.3104238988 which expires on 07/26/2024, is not for resale, is licensed for one-time use only, and may only be used in
accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com.
User Notes: (3139ADA53)
DocuSign Envelope ID: 77F5F89C-4330-4117-A788-61088F983560
CHANGE PROPOSAL REQUEST
To: Port Orchard City Hall
Attn.: Jason Ritter-Lopatowski
A. TOTAL MATERIAL/EQ BASE COST $
B. TOTAL LABOR COST $
Lincoln Construction
COP NO:
CCD/PR No.:
Date: 10/11 /2023
Proj ect:
LCI Project No.:
M
1257
SUBTOTAL $ -
C. OVERHEAD AND PROFIT (15%) $ -
SUBTOTAL $ -
D. SUBCONTRACT COST $ 80,252.00
E. OVERHEAD AND PROFIT ON
SUBCONTRACT COST (12%) $ 9,630.24
SUBTOTAL $ 89,882.24
H. BOND (GC ONLY)
2,696.47
SUBTOTAL $ 2,696.47
TOTAL CHANGE PROPOSAL COST I $ 92,579
CONTRACT TIME ADJUSTMENT DAYS TBD
Lincoln Construction, Inc.
CONTRACTOR
10/ 11 /2023
DATE
6i"W" R-rske y
Tom Romberg
U
01114.00 g3.3 (2)
DocuSign Envelope ID: 77F5F89C-4330-4117-A788-61088F983560
Lincoln Construction
Change Order Request
To: Jason Ritter-Lopatowski
RFM Architects
Owner COP/CCD/PR #:
Re: Port Orchard Citv Hall
Please provide a change order for the following work:
Per engineering, change the Strongirt System to 160C in lieu of 240C.
Date: 10/11 /2023
COP #: 08
Total price per attached breakdown: $ 92,579
State and local sales tax: includ( X not included
Extension of time: 0
We have proceeded with the work
Work will not proceed without formal authorization
This price is good for 5 days from the above date, after which this request is subject to revision
Sincerely,
DocuSign Envelope ID: 77F5F89C-4330-4117-A788-61088F983560
Lincoln Construction
CHANGE ORDER REQUEST SUMMARY
Port Orchard City Hall COP:
REV:��DATE: 1 i
DESCRIPTION: Owner COP/CCD/PR #:
LABOR
HOURS
RATE
TOTAL
PROJECT MANAGER
X
95.00 =
$
SUPERINTENDENT
X
88.95 =
$
ASSISTANT SUPERINTENDENT
X
85.25 =
$
CARPENTER
X
82.25 =
$
LABORER
X
73.50 =
$
X
$
X
_
$
-
SUBTOTAL
$
-
SMALL TOOL ALLOWANCE @
0.0%
$
SUBTOTAL
$
MARK-UP @
15.0%
$
TOTALLABOR
$
-
MATERIALS/EQUIPMENT PHASE CODE
UNITS
RATE
1
X
=
$
1
X
=
$
1
X
=
$
1
X
=
$
SUBTOTAL
$
USE TAX ON MATERIALS AND EQUIPMENT
0.0%
$
MARK-UP @
15.0%
$
TOTAL MATERIAL/EQUIPMENT
$
-
SUBCONTRACTS PHASE CODE
UNITS
RATE
1
X
=
$
1
X
79,897.00 =
$
79,897.00
Commercial Insulation
1
X
355.00 =
$
355.00
1
X
=
$
1
X
=
$
X
=
$
X
=
$
X
=
$
SUBTOTAL
$
80,252.00
MARK-UP @ Sub Direct Cost
79,897
12.0% Less Sub Fee
$
9,630.24
TOTAL SUBCONTRACTS
$
89,882.24
PROPOSAL SUBTOTAL
$
89,882.24
BONDS/Liability/Builders Risk/B&O Tax
3.000%
$
2,696.47
PROPOSAL TOTAL
$
92,578.71
Updated: 9/30/2011 Page 4 of 6
DocuSign Envelope ID: 77F5F89C-4330-4117-A788-61088F983560
Tom Romberg
To: tom romberg
Subject: FW: POCH Stainless Steel Screw Option for Exterior Framing at 24" On Center
Thank you,
Tom Romberg ILO
lzota& ema wa cm Irxe Set. 15,53
11803 1015Y Ave Ct E, Suite 201 Puyallup, WA 98373
Cell 253-606-8350
Oft 253.847.6414 1 Fax 253.847.6806
From: Phil Clark <phil@devcoengineering.com>
Sent: Friday, September 22, 2023 8:35 AM
To: Tom Romberg <tom.romberg@lincolnnw.com>; John Saari <John@cisinsulation.com>
Cc: John Brown <JohnBrown @cisinsulation.com>; Jeff Tiegs <jeff.tiegs@lincolnnw.com>; Bill Markham
<bill.markham@lincolnnw.com>; George Drabner <george@cisinsulation.com>; Brooke Powers
<brooke@devcoengineering.com>
Subject: RE: POCH Stainless Steel Screw Option for Exterior Framing at 24" On Center
Tom/John,
The capacities of the proposed alternate screws are comparable to the original screws we specified.
However, the 20ga studs at 24" o.c. rather than 16" o.c. does cause issue at the building corners (zone 5 wind loads).
This is what will be needed:
At zone 5 (12' from building corners): Strongirts at 12" o.c. max. with (2) screws each stud.
At zone 4 (the remainder): Strongirts at 16" o.c. max. with (2) screws each stud.
The attached pdf shows where the zone 5 locations occur. Note: the entire clock tower would be zone 5.
Please review and give feedback.
Thanks,
Phil Clark
CAD/IT/BIM Manager I Devco Engineering, Inc. DeVCO I I
541-757-8991 x212
engineering ins
phi I(a)devcoengineering.corn
Mail: PO Box 1211, Corvallis, OR 97339
Office: 245 NE Conifer Blvd., Corvallis, OR 97330
This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have
received this email in error, please notify the system manager. Please notify the sender immediately by email if you have received this email by mistake and
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contents of this information is strictly prohibited.
DocuSign Envelope ID: 77F5F89C-4330-4117-A788-61088F983560
NOTES & LEGEND - FLOOR PLAN
1, DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING
FINISHES. TYP UNO.
2 DIMENSIONS INDICATED AS'MIN' OR'CLR' ARE FROM NEAREST
FINISH SURFACE, INCLUDING TRIM.
3, ROUGH DOOR OPENINGS ARE LOCATED 4' FROM NEAREST
INTERSECTING WALL FRAMING, TYP UNO-
4. THIS BUILDING WILL REMAIN OPERATIONAL DURING
CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS
STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC
CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY,
INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF
EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE
MAINTENANCE OF STANDPIPES -
5. GC TO REFER TO SHEET A0202 FOR DEFERRED SUBMITTALS AND
THEIR RESPONSI8IUTY FOR ISSUING THEM.
C EXISTING ELEMENT TO REMAIN
NEW CONSTRUCTION ELEMENT
OUT OF SCOPE
KEY NOTES - FLOOR PLAN
0 NOTE DESCRIPTION
1
NEW CLEAR BRICK COATING ON ALL EXPOSED BRICK PRIOR TO APPLICATION,
REPAI R ALL GROUT HOLES AND SEALANT CRACKS. TYPICAL ALL BRICK AROUND
ENTIRE BUILDING
2
NEW CEMBRIT LAP SIDING OVER R-10 RIGID INSULATION AND WEATHER BARRIER.
TYPICAL ALL AREAS WHERE LAP SIDING WAS REMOVED, MATCH EXISTING PROFILES
3
NEW VANDOW TO MATCH EXISTING DESIGN. CONTRACTOR TO FIELD VERIFY ALL
ROUGH OPENINGS- WINDOWS AT GROUND LEVEL TO BE FIXED, NON -OPERABLE. ALL
UPPER LEVELS TO BE OPERABLE SIMILAR TO EXISTING DESIGN. PREPARE ROUGH
OPENING PER MANUFACTURERS RECOMMENDED DETAILS FOR WR8 SYSTEM. NEW
FLASHING TO BE INSTALLED TO WEATHERIZE CONNECTION BETWEEN WINDOW AND
BRICK. TYPICAL ALL VANDOW LOCATIONS
4
HOLLOW METAL DOOR AND FRAME TO MATCH EXISTING DIMENSIONS AND RATING.
CONTRACTOR TO FIELD VERIFY ROUGH OPENINGS- PAINT TO MATCH NEW SIDING
MATERIAL
5
INFILL WALL FRAMING WHERE CLOCK FACES WERE REMOVED- MATCH ADJACENT
FRAMING TYPE AND THICKNESS. NEW EXTERIOR SHEATHING AND WRB SYSTEM TO
BE INSTALLED. TYPICAL ALL (4) FACES OF CLOCK TOWER
6
NEW ROLL4OWN DOOR AND AUTOMATIC OPENER TO FIT IN EXISTING ROUGH
OPENING. CONTRACTOR TO FIELD VERIFY ROUGH OPENING
7
NEW 30-YEAR COMPOSITE SHINGLES OVER SELF ADHERED UNDERLAYMENT
COVERED WITH SYNTHETIC UNDERLAYMENT OVER ROOFING BOARD OVER VENT
STRIPS OVER NEW RIGID INSULATION OVER NEW VAPOR BARRIER OVER EXISTING
METAL DECK
8
GUTTER AND DOWN SPOUTS TO BE INSTALLED TO ALIGN WITH NEW ROOFING
ELEVATION. MAINTAIN ORIGINAL DOWN SPOUT LOCATIONS AND CONNECTION TO
STORM DRAIN. TYPICAL AROUND BUILDING
HI-PERF RIDGE VENT SLOPE TO SLOPE SHINGLED VERSION
9
10
WIPVENT
11
PRE -FABRICATED VENTED METAL FASCIA WITH DRIP, SIZE PER MANUFACTURER
RECOMMENDATION, BASIS OF DESIGN: METAL -ERA HI-PERF VENTED FASCIA
12
NEW FALL PROTECTION ANCHOR. REFER TO STRUCTURAL FOR BLOCKING DETAILS
13
NEW EXHAUST LOWER, SEE MECHANCAL.
14
EXISTING EXHAUST LOWER TO REMAIN
15
NEW CONCRETE SLAB WHERE FOOTINGS WERE INSTALLED. MATCH ADJACENT
FINISH AND COLOR
16
NEW TOWER CLOCK WITH BACKGROUND MOUNTING. (BASIS OF DESIGN.
ELECTRICTIME114D SILHOUETTE -MARKERS ON BACKGROUND). TYPICAL (4] SIDES
OF CLOCK TOWER
17
INEW GATE TO MATCH EXISTING. MATCH MATERIALS, STYLE, AND HARDWARE.
RICEfOgIMMLER
ARCMILOURL INURIORS PLANNING VIILAB
275 FIFTH STREET, SUITE 100
BREMERTON, WA 98337
360-377-8773
RFMARCH.COM
20104400 ��
REGISTERED I
ARCOITFCT
r-- DEAN E. KEL
STATE OF WASHI
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PROJECT # 2020013
BID DOCUMENTS
ISSUE DATE APR IL 7, 2023
REVISION SCHEDULE
*I*
ROOF - PLAN
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always verify Scal
SHEET #
A21 ol 5
DocuSign Envelope ID: 77F5F89C-4330-4117-A788-61088F983560
mmercial Insulation Service
79 Center St. SW
Tum ter. WA 98501
P:253-241-9140
John Brown acisinsulation.com
CIS Job Ntymber
Job Name
Labor
2342 Date 10/3/2023
Port Orchard City Hall Renovations
Qty UM Rate Total
Foreman
HR
$ 97.59
$
-
Journeyman
96
HR
$ 92.63
$
8,892.48
Journeyman
6
HR
$ 92.63
$
5,187.28
Journeyman OT
HR
$ 138.95
$
-
Subtotal
$
14,079.76
Materials
StronGirts
560
A
$ 53.76
$
30,105.60
Screws
22,400
EA
$ 0.30
$
6,720.00
Credit screws
5,040
EA
(0.19)
$
(957.60)
StronGirts
300
EA
$ 53.76
$
16,128.00
Screws
3000
EA
$ 0.30
$
900.00
Sub Total
$
52,896.00
Equipment
-
Boom Lift / Fuel
1
EA
$ 1,400.00
$\2,50
0
Sundries
1
EA
$ 250.00
$0
Boom / Sundries
1
EA
$ 850.00
$0
Sub Total
$0
Grand -Subtotal
$
69,475.
Consumables
$
-
B&O Use Tax
$
-
Environmental Fee
$
-
Sub Total
$
69,475.8
Cost of Time
Time Extension
day
0.00
$
-
Delays
day
0.00
$
-
Sub Total
$
-
Descriation of work
COR 1 REV-1
$2,593.64
Zone 5 add
If this number was to go from 24"
Credit to 12" than 16" to 12" should be
an $8,064 add.
Zone 5 add tttt////
Zone 5 add
Should be $450
$425
Zone 5 add
Labor, Materials, Equipment Total $11,532.64 to be remove
from this COP (+/-)
$ 69,475.76
$-11,532.64
$ 57,943.12
Change StronGirts from 24" oc to 16" oc, double the screws needed for
attachment and change to Stainless Steel #14 x 2" Hex Washer Head Self -
Drilling. Change StronGirts from N" oc to 12" oc at Zone 5.
Subtotal $\69,5.76
This should be 16" oc Allowed Markup 15% $10,421. 6
Additional Working Days COR 1 REV-1 Total
This proposal excludes sales tax and includes any and all necessary adjustments to the construction schedule and all direct
indirect costs based on information provided by the owner.
Contractor:
John Brown - Estimator/ - a 10/3/2023
Signature REVISED ON FOLLOWING
Approved by: SHEET. NO CHANGE IN
Signature
PRICE
$79,897
DocuSign Envelope ID: 77F5F89C-4330-4117-A788-61088F983560
Commercial Insulation Service
7930 Center St. SW P: 253-241-9140
Tumwatcr. WA 98501 John Brown acisinsulation.com
CIS Job Number
2342
Date
10/23/2023
COR 1 REV-2
Job Name
Port Orchard City Hall Renovations
Qty
UM
Rate
Total
Labor
Foreman
HR
$ 97.59
$
-
Journeyman
96
HR
$ 92.63
$
8,892.48
24" to 16" change
Journeyman
56
HR
$ 92.63
$
5,187.28
Zone 5 add 16" to 12" change
Journeyman OT
HR
$ 138.95
$
-
Subtotal
$
14,079.76
Materials
StronGirts
560
EA
$ 53.76
$
30,105.60
24" to 16" change
Screws
22,400
EA
$ 0.30
$
6,720.00
Credit screws
5,040
EA
$ (0.19)
$
(957.60)
Credit
StronGirts
300
EA
$ 53.76
$
16,128.00
Zone 5 add 16" to 12" change
Screws
3000
EA
$ 0.30
$
900.00
Zone 5 add 16" to 12" change
Sub Total
$
52,896.00
Equipment
$
-
Boom Lift / Fuel
1
EA
$ 1,400.00
$
1,400.00
Sundries
1
EA
$ 250.00
$
250.00
Boom / Sundries
1
EA
$ 850.00
$
850.00
Zone 5 add
Sub Total
$
2,500.00
Grand -Subtotal
$
69,475.8
Labor, Materials, Equipment
Consumables
$
-
B&O Use Tax
$
-
Environmental Fee
$
-
Sub Total
$
69,475.8
»» Total $ 69,475.76
Cost of Time
Time Extension
day
0.00
$
-
Delays
day
0.00
$
-
Sub Total
$
-
$ -
)escrlptlon of work
Change StronGirts from 24" oc to 16" oc, double the screws needed for
attachment and change to Stainless Steel #14 x 2" Hex Washer Head Self -
Drilling. Change StronGirts from 16" oc to 12" oc at Zone 5.
Subtotal $ 69,475.76
Allowed Markup 15% $10,421.36
Additional Working Days COR 1 REV-2 Total $79,897
This proposal excludes sales tax and includes any and all necessary adjustments to the construction schedule and all direct and
indirect costs based on information provided by the owner.
Contractor:
John Brown - Estimator/PM 253-241-9140 Date 10/23/2023
Signature
Approved by:
Date
Signature
DocuSign Envelope ID: 77F5F89C-4330-4117-A788-61088F983560
NOTES & LEGEND - FLOOR PLAN
1, DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING
FINISHES. TYP UNO.
2 DIMENSIONS INDICATED AS'MIN' OR'CLR' ARE FROM NEAREST
FINISH SURFACE, INCLUDING TRIM.
3, ROUGH DOOR OPENINGS ARE LOCATED 4' FROM NEAREST
INTERSECTING WALL FRAMING, TYP UNO-
4. THIS BUILDING WILL REMAIN OPERATIONAL DURING
CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS
STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC
CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY,
INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF
EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE
MAINTENANCE OF STANDPIPES -
5. GC TO REFER TO SHEET A0202 FOR DEFERRED SUBMITTALS AND
THEIR RESPONSI8IUTY FOR ISSUING THEM.
C EXISTING ELEMENT TO REMAIN
NEW CONSTRUCTION ELEMENT
OUT OF SCOPE
KEY NOTES - FLOOR PLAN
0 NOTE DESCRIPTION
1
NEW CLEAR BRICK COATING ON ALL EXPOSED BRICK PRIOR TO APPLICATION,
REPAI R ALL GROUT HOLES AND SEALANT CRACKS. TYPICAL ALL BRICK AROUND
ENTIRE BUILDING
2
NEW CEMBRIT LAP SIDING OVER R-10 RIGID INSULATION AND WEATHER BARRIER.
TYPICAL ALL AREAS WHERE LAP SIDING WAS REMOVED, MATCH EXISTING PROFILES
3
NEW VANDOW TO MATCH EXISTING DESIGN. CONTRACTOR TO FIELD VERIFY ALL
ROUGH OPENINGS- WINDOWS AT GROUND LEVEL TO BE FIXED, NON -OPERABLE. ALL
UPPER LEVELS TO BE OPERABLE SIMILAR TO EXISTING DESIGN. PREPARE ROUGH
OPENING PER MANUFACTURERS RECOMMENDED DETAILS FOR WR8 SYSTEM. NEW
FLASHING TO BE INSTALLED TO WEATHERIZE CONNECTION BETWEEN WINDOW AND
BRICK. TYPICAL ALL VANDOW LOCATIONS
4
HOLLOW METAL DOOR AND FRAME TO MATCH EXISTING DIMENSIONS AND RATING.
CONTRACTOR TO FIELD VERIFY ROUGH OPENINGS- PAINT TO MATCH NEW SIDING
MATERIAL
5
INFILL WALL FRAMING WHERE CLOCK FACES WERE REMOVED- MATCH ADJACENT
FRAMING TYPE AND THICKNESS. NEW EXTERIOR SHEATHING AND WRB SYSTEM TO
BE INSTALLED. TYPICAL ALL (4) FACES OF CLOCK TOWER
6
NEW ROLL4OWN DOOR AND AUTOMATIC OPENER TO FIT IN EXISTING ROUGH
OPENING. CONTRACTOR TO FIELD VERIFY ROUGH OPENING
7
NEW 30-YEAR COMPOSITE SHINGLES OVER SELF ADHERED UNDERLAYMENT
COVERED WITH SYNTHETIC UNDERLAYMENT OVER ROOFING BOARD OVER VENT
STRIPS OVER NEW RIGID INSULATION OVER NEW VAPOR BARRIER OVER EXISTING
METAL DECK
8
GUTTER AND DOWN SPOUTS TO BE INSTALLED TO ALIGN WITH NEW ROOFING
ELEVATION. MAINTAIN ORIGINAL DOWN SPOUT LOCATIONS AND CONNECTION TO
STORM DRAIN. TYPICAL AROUND BUILDING
HI-PERF RIDGE VENT SLOPE TO SLOPE SHINGLED VERSION
9
10
WIPVENT
11
PRE -FABRICATED VENTED METAL FASCIA WITH DRIP, SIZE PER MANUFACTURER
RECOMMENDATION, BASIS OF DESIGN: METAL -ERA HI-PERF VENTED FASCIA
12
NEW FALL PROTECTION ANCHOR. REFER TO STRUCTURAL FOR BLOCKING DETAILS
13
NEW EXHAUST LOWER, SEE MECHANCAL.
14
EXISTING EXHAUST LOWER TO REMAIN
15
NEW CONCRETE SLAB WHERE FOOTINGS WERE INSTALLED. MATCH ADJACENT
FINISH AND COLOR
16
NEW TOWER CLOCK WITH BACKGROUND MOUNTING. (BASIS OF DESIGN.
ELECTRICTIME114D SILHOUETTE -MARKERS ON BACKGROUND). TYPICAL (4] SIDES
OF CLOCK TOWER
17
INEW GATE TO MATCH EXISTING. MATCH MATERIALS, STYLE, AND HARDWARE.
RICEfOgIMMLER
ARCMILOURL INURIORS PLANNING VIILAB
275 FIFTH STREET, SUITE 100
BREMERTON, WA 98337
360-377-8773
RFMARCH.COM
20104400 ��
REGISTERED I
ARCOITFCT
r-- DEAN E. KEL
STATE OF WASHI
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PROJECT # 2020013
BID DOCUMENTS
ISSUE DATE APR IL 7, 2023
REVISION SCHEDULE
*I*
ROOF - PLAN
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always verify Scal
SHEET #
A21 ol 5
DocuSign Envelope ID: 77F5F89C-4330-4117-A788-61088F983560
T-4 HARD.
Memorandum
TO: File
FROM: K. Chris Hammer, PE, PMP — City Engineer �kn
DATE: October 31, 2023
REGARDING: C01?-oo8; Girt spacing
Lincoln and their subcontractor Commercial Insultation Service allege that a different girt
system is needed than what was specified in the bid documents. Girts at 24 inches on center
vertically were provided in the bid. The specifications require that the Contractor provide
engineering for the new girt system. Engineering by Devco indicates that tighter spacing for the
Girts is needed to meet wind criteria.
The City's consultant team could have provided engineering for the Girt system and specified
the size and spacing of the girts at different locations in the building so that adequate
information was provided for bidding. It was not practical for bidders to complete engineering
of the girt system to bid the project. The assumption that exterior studs are at 16 inches on
center and girts at 24 inches on center was a reasonable assumption at the time of bidding.
Exterior metal stud spacing of 16 inches on center is common for building construction.
Both the Contractors Engineer and the City's Consultants agree that locations with type 4 and
type 5 wind loads need tighter girt spacing. Type 5 locations include building corners and the
clock tower. Refer to the redline plans provided in COP-oo8. This necessitates the addition of
girts and modifications to insulation. Girts are needed at 16 inches on center in most location
and 12 inches on center at corners and the clock tower.
The City's consultant should have provided more information on the girt system at the time of
bidding including the existing stud size and spacing and preliminary girt size and spacing. The
bidder did not have adequate information to bid the project. The bidder made reasonable
assumptions in bidding on the project. Therefore, the City agrees with the Contractors' basis
for the change proposal.
PUBLIC WORKS PHONE (360)876.49911 FAX (360) 876.4980
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