HomeMy WebLinkAboutCO 3Public Works
Facilities Division CONTRACT NO:CAGͲ21Ͳ180 CO NO. 3
CONTRACT CHANGE ORDER (CO)PROJECT TITLE:FAMILY FIRST COMMUNITY CENTER
TO: COMER GC, Inc. (CONTRACTOR)
Description Amount
CCD 04ͲRedbuilt Truss Modification 16,073.00$
CCD 18ͲAdditional Cleanouts 6,068.00$
CCD 29ͲSidewalk Demo/Replacement 3,969.00$
Ͳ$
Ͳ$
Ͳ$
Subtotal 26,110.00$
WSST 2,637.11$
TOTAL THIS CHANGE ORDER 28,747.11$
CONTRACT SUM:
28,747.11$
(WASHINGTON STATE SALES TAX INCLUDED)
CONTRACT TIME:
0
CALENDAR DAYS
CONTRACT SUMMARY (Internal Use Only)
ORIGINAL CONTRACT SUM w/ WSST 12,474,330.00$
PREVIOUS ADDITIONS/DELETIONS 49,079.28$
PREVIOUS TOTAL 12,523,409.28$
CHANGE AMOUNT THIS CHANGE ORDER 28,747.11$
REVISED CONTRACT TOTAL 12,552,156.39$
PERCENT TOTAL CHANGE FROM ORIGINAL 0.62%
NOTICE TO PROCEED DATE February 25, 2022
PREVIOUS CONTRACT CALENDAR DAYS 0
PREVIOUS SUBSTANTIAL COMPLETION DATE February 25, 2023
REVISED CONTRACT CALENDAR DAYS THIS CHANGE ORDER 0
CURRENT SUBSTANTIAL COMPLETION DATE February 25, 2023
Architect AcknowledgementDate Contractor AcknowledgementDate
AUTHORIZING SIGNATURE DATE
The following mutually agreed to and Owner approved Contract Change Directive(s) are hereby incorporated by reference into the contract.
The foregoing amount covers everything required in connection with the change. All other provisions of the contract remain in full force and
effect.
The City of Renton hereby accepts the foregoing changes. This formal acceptance constitutes a Change to the contract only when authorizing
signature is affixed. Invoices incorporating this Change Order constitute acceptance by the Contractor as total reimbursement due in
connection with this Change Order.
TwentyͲEight Thousand SevenͲHundred FortyͲSeven $.11
OF:
CONTRACT
Description
CCD 04ͲRedb
CCD 18ͲAddi
CCD 29ͲSidew
The following m
CONTRAC
TO:
NO CHANGE
INCREASE
DECREASE
NO CHANGE
INCREASE
DECREASE
10/5/202210/4/2022
CAG-21-180, CO #3-22
PUBLIC WORKS
Facilities Division Project No:CCD # 4
CONSTRUCTION CHANGE DIRECTIVE Project Name:
(CCD)
(CONTRACTOR)
You are directed to prepare a cost proposal for the work described below and/or detailed on the attachment referred to:
SOURCE OF CHANGE:
DATE PROPOSAL REQUIRED:9/22/22 CHANGE ORIGINATED BY: Contractor
(14 days from Request Date, unless other date agreed to)
PROPOSAL REQUESTED BY: Contractor
ARCHITECTCOR PM
WE AGREE TO PERFORM ALL CHANGE IN THE WORK DESCRIBED IN THE PROPOSAL REQUEST FOR:
CONTRACT SUM:
(WASHINGTON STATE SALES TAX EXCLUDED)
In accordance with the general condition, Cost Estimate Detail Sheet(s) are attached hereto.
CONTRACT TIME:
OF 0 CALENDAR DAYS
BY:
CONTRACTOR SIGNATURE DATE
We have carefully examined this proposal and find the cost to be reasonable.Therefore, we recommend acceptance.
ARCHITECT DATE HEALTHPOINT DATE
City of Renton Authorized Signature To be utilized for changes requested
by HealthPoint
CITY OF RENTON DATE
CAG 21Ͳ180
Family First Community Center
TO: Comer GC, Inc.
The foregoing amount covers everything required in connection with the change. All other provisions of the contract remain in full
force and effect.
We understand that this proposal does not constitute authorization to proceed with the specified changes in the work until
incorporation of this COP into a Change Order by the City of Renton.
Additional structural member added to gym trusses to allow for panelization of trusses which prohibited
typical staggering of plywood sheeting.
09/22/22Proposal Request Date:
EXPLANATION: Truss manufacturer required additional structural members to be added to each truss.
TO: Meredith Everist TO:Russ Woodruff
of Sixteen Thousand and Seventy Three Dollars 16,073.00$
WE AGREE
CONTRACT
TO:Mered
DATE PROP
(14 days from
You are direct
SOURCE OF C
CONSTRUC
TO:Comer
Additional
typical sta
EXPLANATIO
NO CHANGE
INCREASE
DECREASE
NO CHANGE
INCREASE
DECREASE
Design Contractor Owner Code/AHJUnknown Conditions HealthPoint Other
10/4/2022COMER GC, Luke Comer
10/4/2022
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REQUEST FORM
Distribution:
File
A/E, Owner Representative
Contractor
Project: _________________________RF #:
Contractor: ______________________________ DATE: ___________
Subject: __________________________________________________
☐ Architectural ☒ Structural ☐Landscape ☐ Civil ☐ Electrical ☐Mechanical
Reference Specification: ________________________ Drawing: __________________________
DESCRIPTION:
Response Necessary By: ________________________________________________________________
Requested by: _______________________COMER GC Representative: ____________________
RESPONSE:
When the response requires modification of the contract documents, written authorization required for work to proceed.
By: _______________________ Firm: ______________________ Date: ____________________ __________________________________________ _______________________
Please see below and following pages related to Redbuilt top cap plate as Rebuilt engineers have
deemed necessary to transfer diaphragm forces. Please review for confirmation.
0060000666
_______________________Redbuilt Luke Comer
______________________________COMER GC, Inc.___________3/17/2022
________________________Family First Community Center
__________________________________________________Redbuilt Top Cap Plate
RequestRReeqquueessttt Type:TTyTyppeee::☐ Information
☐ Clarification ☒ Confirmation
☐ Field Condition ☒ Modification
☒ Approval ☐ Other
________________________wing: __________________________S301, S302
COSTCCOOSSTT ///TIMTTIIMMEEE AFFECTEDAADFFFFEECCTTEEDD >>>Additional costs for top cap plate
________________________________________________________________3/21/22
No structural exceptions taken to continuous sheathing layup & installation of top cap plate.
Roof sheathing and nailing per Roof Framing Note 1 S003, blocked diaphragm per Roof
Framing Note 5 of S003.
Kelly Lowe
No exceptions architecturally.
Meredith Everist, Baylis Architects
3/23/2022
RedBuilt LLC Mailing Address:
200 E Mallard Dr PO Box 60
Boise ID 83706 Boise ID 83707
To From
Phone
Phone Email
Email Project
Location
Date Number
1 Attachment Attachment
3/7/22
To allow for timely delivery of the RedBuilt™ drawing package, please
respond to the following requests by:
Renton WA
Ph: (208) 395-2400
Fx: (208) 395-2443
Request for
Information
Brent Lawrence
Family First Community Center
blawrence@redbuilt.com
(503) 840-0460
127096
Comer GC, Inc.
(425) 765-4118
luke@comergc.com
Reference:
Signature: Date:
The RedBuilt submittal package addressed
staggered vs. continuous seam for sheathing layout
over gym. Staggered layout complicates modular
installation and is not encouraged. Continuous
seams are structurally acceptable per EOR.
This will require a 2x top cap plate to transfer
diaphragm forces, as otherwise only the truss pins
would hold the DBL top chords together with the
continuous seam breaking between the DBL truss
chords.
This 2x top cap plate will increase the height of the
gym trusses by 1.5". As this was not shown on
contract drawings, please confirm the top cap
material & the additional 1.5" in height on gym
trusses is acceptable.
Request for Information, RedBUILT LLC 3/7/2022 Page 1 of 1
0LANTNAILSBY2ED"UILT
X-32CAPBY2ED"UILTnot suitable
in strap applicationsBECAUSETHE
COMBINATIONOFDECK STRAP ANDPLANT
NAILINGWILLSPLITTHE-32CAP
D"X¼" DECKNAILSMAXIMUM
ROWSAT"ON
CENTERINEACHPANEL
Sawn Lumber Cap Plate
Deck nails
1011AE.21011ABCDEE.2E.3APPROVED FOR PRODUCTIONNSCALE 18"=1'-0"GYM ROOF FRAMINGPLACEMENT PLAN29S602218GENERAL NOTES & LEGENDDESIGN CONSIDERATIONSADDITIONAL LOADINGOPEN-WEB NOTES & LEGEND#.#_ _ _ _ __ _ _ _ _PRODUCT TYPE CHARTCALLOUTMEMBERSEE MATERIAL LIST FOR MORE INFORMATIONHLRA42" RED-H TRUSS24" RED-L TRUSS1¾"x11⅞" REDLAM BEAM_ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ _22818"12"2x4 TOP CAP ON TRUSSTOP CHORDSWHERE PLYWOOD EDGE NAILING ON TRUSSCHORD IS 10dx3" AT 4" OC, USE (2) ROWS OF10dx3" NAILS AT 8" OC, OFFSET 12" AND STAGGEREDPLYWOOD DIAPHRAGM JOINT11117/8:1218819819819829S60222871'-11"98'-0"71'-11"914"914"15'-6"8'-8"34'-4"12'-0"26'-612"16'-512"70'-412" CLEAR SPAN2'-8" ±2'-8" ±2'-8" ±START LAYOUT @ 32" OC2'-4"2'-4"PROJECT ASSUMPTIONS- ALL MISCELLANEOUS ITEMS (SPRINKLER LINES, SOFFITS, DUCTWORK, ELECTRICALCONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE UNIFORM DESIGNDEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESESHOP DRAWINGS.- ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED TO FITBETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SPECIFICALLYSHOWN OTHERWISE ON THESE SHOP DRAWINGS.H1RED END OF TRUSSCHORD HERE5⅛" GLBSIMTYPTYPTYPTYPTYPTYPTYPTYPBUILDING CODE: 2015 IBCROOF DESIGNSNOW LOAD (@ 115%): 28 PSFDEAD LOAD: 17 PSFNET WIND PRESSURE (ASD @ 160%): -15 PSF- INDICATES BASKETBALL HOOP W/ APPROX LOCATION OFSUSPENSION PIPES (6 PLACES). ATTACHMENT TO ROOF TRUSSES& LOADING TO BE COORDINATED W/ PRODUCT SUPPLIER ORINSTALLER, REF DETAIL 21/8 & 22/8- TRUSSES TO BE INSTALLED IN MODULES, SEE INSTALLATION SHEET, PAGE 6.- INTERMITTENT ROW(S) OF METAL CROSS BRACING BY RB. FORADDITIONAL INFORMATION, SEE SHEET 6 AND MATERIAL LIST."#.#" - METAL BRACE LENGTH FROM TIP TO TIP- APPROX LOCATION OF 2x6 BRIDGING BY RB, SEE MODULAR INSTALLATIONSHEET, PAGE 6.KEY NOTES1. INDICATES GYM DIVIDER WITH 5 PLF DL ADDED TO ADJACENT TRUSSTOP CHORDS, REF DETAIL 13/A605.2. SEE SHEET 6 OF 8 FOR TRUSS INSTALLATION GUIDELINES.3. TYPE H2 AND H3 TRUSSES HAVE THE SAME PANEL LAYOUT AS THE H1TRUSSES, BUT HAVE GRADUALLY REDUCED CAMBER TO AID ININSTALLATION AT THE ENDWALLS, REF DETAIL 29/S6024. FOR AREAS WITH HIGH DIAPHRAGM NAILING (10D @ 4" OC ONRED-H TRUSSES WITH 2x4 TOP CAP) SEE DETAIL BELOW5. ADDITIONAL RED-H TRUSSES REQUIRED FOR BB HOOP LOADING ANDATTACHMENT TO BOTTOM CHORDS. INSTALL AT SPACINGS SHOWN.SEE RB DETAILS AND COORDINATE WITH GYM EQUIPMENT INSTALLER#1H1H432"32"20"12"20"12"32"32"20"12"20"12"218TYPADD'LADD'LADD'LADD'L55REVISIONS123#by Description Date4567JL BB Hoop Coordination, added top caps 3/30/22SHEET #SHEET NAME:REDBUILT PROJECT #CHK'D BY:DRAWN BY: DATE:DATE:PROJECTLOCATIONDO NOT SCALETHINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDINGRed-I ™, Red-I45 ™, Red-I45L ™, Red-I58 ™, Red-I65 ™, Red-I90 ™, Red-I90H ™, Red-I90HS ™, Red-L ™, Red-W ™, Red-S ™, Red-M ™, Red-H ™, RedLam ™ are trademarks of RedBuilt, LLC.(QJLQHHUHG:RRG3URGXFWV™200 E. Mallard Drive Boise, Idaho 83706 | Phone: (866) 859-6757 | www.RedBuilt.comOFFAMILY FIRSTCOMMUNITY CENTERRenton, WAJL 1/20/22PMI2/2/2022127096GYM ROOF5803/30/202271'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"
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REQUEST FORM
Distribution:
File
A/E, Owner Representative
Contractor
Project: _________________________RF #:
Contractor: ______________________________ DATE: ___________
Subject: __________________________________________________
☐ Architectural ☒ Structural ☐Landscape ☐ Civil ☐ Electrical ☐Mechanical
Reference Specification: ________________________ Drawing: __________________________
DESCRIPTION:
Response Necessary By: ________________________________________________________________
Requested by: _______________________COMER GC Representative: ____________________
RESPONSE:
When the response requires modification of the contract documents, written authorization required for work to proceed.
By: _______________________ Firm: ______________________ Date: ____________________ __________________________________________ _______________________
Please see below and following pages related to Redbuilt top cap plate as Rebuilt engineers have
deemed necessary to transfer diaphragm forces. Please review for confirmation.
0060000666
_______________________Redbuilt Luke Comer
______________________________COMER GC, Inc.___________3/17/2022
________________________Family First Community Center
__________________________________________________Redbuilt Top Cap Plate
RequestRReeqquueessttt Type:TTyTyppeee::☐ Information
☐ Clarification ☒ Confirmation
☐ Field Condition ☒ Modification
☒ Approval ☐ Other
________________________wing: __________________________S301, S302
COSTCCOOSSTT ///TIMTTIIMMEEE AFFECTEDAADFFFFEECCTTEEDD >>>Additional costs for top cap plate
________________________________________________________________3/21/22
No structural exceptions taken to continuous sheathing layup & installation of top cap plate.
Roof sheathing and nailing per Roof Framing Note 1 S003, blocked diaphragm per Roof
Framing Note 5 of S003.
Kelly Lowe
No exceptions architecturally.
Meredith Everist, Baylis Architects
3/23/2022
RedBuilt LLC Mailing Address:
200 E Mallard Dr PO Box 60
Boise ID 83706 Boise ID 83707
To From
Phone
Phone Email
Email Project
Location
Date Number
1 Attachment Attachment
3/7/22
To allow for timely delivery of the RedBuilt™ drawing package, please
respond to the following requests by:
Renton WA
Ph: (208) 395-2400
Fx: (208) 395-2443
Request for
Information
Brent Lawrence
Family First Community Center
blawrence@redbuilt.com
(503) 840-0460
127096
Comer GC, Inc.
(425) 765-4118
luke@comergc.com
Reference:
Signature: Date:
The RedBuilt submittal package addressed
staggered vs. continuous seam for sheathing layout
over gym. Staggered layout complicates modular
installation and is not encouraged. Continuous
seams are structurally acceptable per EOR.
This will require a 2x top cap plate to transfer
diaphragm forces, as otherwise only the truss pins
would hold the DBL top chords together with the
continuous seam breaking between the DBL truss
chords.
This 2x top cap plate will increase the height of the
gym trusses by 1.5". As this was not shown on
contract drawings, please confirm the top cap
material & the additional 1.5" in height on gym
trusses is acceptable.
Request for Information, RedBUILT LLC 3/7/2022 Page 1 of 1
0LANTNAILSBY2ED"UILT
X-32CAPBY2ED"UILTnot suitable
in strap applicationsBECAUSETHE
COMBINATIONOFDECK STRAP ANDPLANT
NAILINGWILLSPLITTHE-32CAP
D"X¼" DECKNAILSMAXIMUM
ROWSAT"ON
CENTERINEACHPANEL
Sawn Lumber Cap Plate
Deck nails
1011AE.21011ABCDEE.2E.3APPROVED FOR PRODUCTIONNSCALE 18"=1'-0"GYM ROOF FRAMINGPLACEMENT PLAN29S602218GENERAL NOTES & LEGENDDESIGN CONSIDERATIONSADDITIONAL LOADINGOPEN-WEB NOTES & LEGEND#.#_ _ _ _ __ _ _ _ _PRODUCT TYPE CHARTCALLOUTMEMBERSEE MATERIAL LIST FOR MORE INFORMATIONHLRA42" RED-H TRUSS24" RED-L TRUSS1¾"x11⅞" REDLAM BEAM_ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ __ _ _ _ _22818"12"2x4 TOP CAP ON TRUSSTOP CHORDSWHERE PLYWOOD EDGE NAILING ON TRUSSCHORD IS 10dx3" AT 4" OC, USE (2) ROWS OF10dx3" NAILS AT 8" OC, OFFSET 12" AND STAGGEREDPLYWOOD DIAPHRAGM JOINT11117/8:1218819819819829S60222871'-11"98'-0"71'-11"914"914"15'-6"8'-8"34'-4"12'-0"26'-612"16'-512"70'-412" CLEAR SPAN2'-8" ±2'-8" ±2'-8" ±START LAYOUT @ 32" OC2'-4"2'-4"PROJECT ASSUMPTIONS- ALL MISCELLANEOUS ITEMS (SPRINKLER LINES, SOFFITS, DUCTWORK, ELECTRICALCONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE UNIFORM DESIGNDEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESESHOP DRAWINGS.- ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED TO FITBETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SPECIFICALLYSHOWN OTHERWISE ON THESE SHOP DRAWINGS.H1RED END OF TRUSSCHORD HERE5⅛" GLBSIMTYPTYPTYPTYPTYPTYPTYPTYPBUILDING CODE: 2015 IBCROOF DESIGNSNOW LOAD (@ 115%): 28 PSFDEAD LOAD: 17 PSFNET WIND PRESSURE (ASD @ 160%): -15 PSF- INDICATES BASKETBALL HOOP W/ APPROX LOCATION OFSUSPENSION PIPES (6 PLACES). ATTACHMENT TO ROOF TRUSSES& LOADING TO BE COORDINATED W/ PRODUCT SUPPLIER ORINSTALLER, REF DETAIL 21/8 & 22/8- TRUSSES TO BE INSTALLED IN MODULES, SEE INSTALLATION SHEET, PAGE 6.- INTERMITTENT ROW(S) OF METAL CROSS BRACING BY RB. FORADDITIONAL INFORMATION, SEE SHEET 6 AND MATERIAL LIST."#.#" - METAL BRACE LENGTH FROM TIP TO TIP- APPROX LOCATION OF 2x6 BRIDGING BY RB, SEE MODULAR INSTALLATIONSHEET, PAGE 6.KEY NOTES1. INDICATES GYM DIVIDER WITH 5 PLF DL ADDED TO ADJACENT TRUSSTOP CHORDS, REF DETAIL 13/A605.2. SEE SHEET 6 OF 8 FOR TRUSS INSTALLATION GUIDELINES.3. TYPE H2 AND H3 TRUSSES HAVE THE SAME PANEL LAYOUT AS THE H1TRUSSES, BUT HAVE GRADUALLY REDUCED CAMBER TO AID ININSTALLATION AT THE ENDWALLS, REF DETAIL 29/S6024. FOR AREAS WITH HIGH DIAPHRAGM NAILING (10D @ 4" OC ONRED-H TRUSSES WITH 2x4 TOP CAP) SEE DETAIL BELOW5. ADDITIONAL RED-H TRUSSES REQUIRED FOR BB HOOP LOADING ANDATTACHMENT TO BOTTOM CHORDS. INSTALL AT SPACINGS SHOWN.SEE RB DETAILS AND COORDINATE WITH GYM EQUIPMENT INSTALLER#1H1H432"32"20"12"20"12"32"32"20"12"20"12"218TYPADD'LADD'LADD'LADD'L55REVISIONS123#by Description Date4567JL BB Hoop Coordination, added top caps 3/30/22SHEET #SHEET NAME:REDBUILT PROJECT #CHK'D BY:DRAWN BY: DATE:DATE:PROJECTLOCATIONDO NOT SCALETHINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDINGRed-I ™, Red-I45 ™, Red-I45L ™, Red-I58 ™, Red-I65 ™, Red-I90 ™, Red-I90H ™, Red-I90HS ™, Red-L ™, Red-W ™, Red-S ™, Red-M ™, Red-H ™, RedLam ™ are trademarks of RedBuilt, LLC.(QJLQHHUHG:RRG3URGXFWV™200 E. Mallard Drive Boise, Idaho 83706 | Phone: (866) 859-6757 | www.RedBuilt.comOFFAMILY FIRSTCOMMUNITY CENTERRenton, WAJL 1/20/22PMI2/2/2022127096GYM ROOF5803/30/202271'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"71'-11"
1
Russ Woodruff
From:Meredith Everist <everistm@baylisarchitects.com>
Sent:Thursday, September 29, 2022 5:22 PM
To:Russ Woodruff
Cc:16-0996 Family First Community Center
Subject:FW: FFCC - CI-004 - RFI-006 - Redbuilt Top Cap Plate - Engineer Required
Attachments:FFCC - CI-004 - RFI-006 - Redbuilt Top Cap Plate - Engineer Required.pdf
HIRuss,pleaseseeKelly’scommentbelow.IdoublecheckedthechangeitempreparedbyComerandthecostdoes
includefabricationandinstall,notjustmaterials.
Wetakenoexceptionstothischangeitem.
Thanks,Meredith
Meredith Everist | AIA | NOMA | LEED AP BD+C
Principal
Pronouns: she | her
10801 Main Street, # 110 | Bellevue, WA 98004
O: 425.454.0566 D: 425.679.5205 F: 425.453.8013
everistm@baylisarchitects.com | BaylisArchitects.com
Facebook | LinkedIn | Houzz
From:KellyLowe<kellyl@cplinc.com>
Sent:Thursday,September29,20225:01PM
To:MeredithEverist<everistm@baylisarchitects.com>
Cc:16Ͳ0996FamilyFirstCommunityCenter<16Ͳ0996@baylisarchitects.com>;BenBarlow<BenB@cplinc.com>
Subject:RE:FFCCͲCIͲ004ͲRFIͲ006ͲRedbuiltTopCapPlateͲEngineerRequired
HiMeredith,
Thanksforproviding,ouronlycommentisthatcostofmaterialsmightbealittlehigh.Thiscouldincludecostof
materials,install,andattachmentwhichwouldmakesenseitjustwasn’tabundantlyclear.
Greattoseeyoutoday!
Kelly Lowe (she/her)
COUGHLINPORTERLUNDEEN
From:MeredithEverist<everistm@baylisarchitects.com>
Sent:Thursday,September29,20229:15AM
To:KellyLowe<kellyl@cplinc.com>
CAUTION: This email originated from outside the City of Renton. Do not click links, reply or open attachments unless
you know the content is safe.
2
Cc:16Ͳ0996FamilyFirstCommunityCenter<16Ͳ0996@baylisarchitects.com>
Subject:RE:FFCCͲCIͲ004ͲRFIͲ006ͲRedbuiltTopCapPlateͲEngineerRequired
HiKelly,willyouhaveachancetoreviewthisonethismorning?Russwouldliketocloseitoutassoonaspossible.
Thanks,Meredith
Meredith Everist | AIA | NOMA | LEED AP BD+C
Principal
Pronouns: she | her
10801 Main Street, # 110 | Bellevue, WA 98004
O: 425.454.0566 D: 425.679.5205 F: 425.453.8013
everistm@baylisarchitects.com | BaylisArchitects.com
Facebook | LinkedIn | Houzz
From:MeredithEverist
Sent:Monday,September26,202211:48AM
To:KellyLowe<kellyl@cplinc.com>
Cc:16Ͳ0996FamilyFirstCommunityCenter<16Ͳ0996@baylisarchitects.com>
Subject:FW:FFCCͲCIͲ004ͲRFIͲ006ͲRedbuiltTopCapPlateͲEngineerRequired
HiKelly,willyoupleasereviewtheattachedcostsandcommentifthereareanyconcerns?
Thanks,Meredith
Meredith Everist | AIA | NOMA | LEED AP BD+C
Principal
Pronouns: she | her
10801 Main Street, # 110 | Bellevue, WA 98004
O: 425.454.0566 D: 425.679.5205 F: 425.453.8013
everistm@baylisarchitects.com | BaylisArchitects.com
Facebook | LinkedIn | Houzz
From:LukeComer<luke@comergc.com>
Sent:Thursday,September22,202210:18AM
To:'RussWoodruffͲCityofRenton'<rwoodruff@rentonwa.gov>;MeredithEverist<everistm@baylisarchitects.com>
Cc:'TimComer'<tim@comergc.com>;JonScofield<jon@comergc.com>
Subject:FFCCͲCIͲ004ͲRFIͲ006ͲRedbuiltTopCapPlateͲEngineerRequired
Team–
Attachedispricingfor:FFCCͲCIͲ004ͲRFIͲ006ͲRedbuiltTopCapPlateͲEngineerRequired,whichrelatesto
theaddedtopcapplateontheRedbuiltgymtrussesasrequiredbyengineering,perRFIͲ006.
Thank you,
Luke Comer
3
C:425Ͳ765Ͳ4118IP:425Ͳ636Ͳ8934IF:425Ͳ285Ͳ9785
PUBLIC WORKS
Facilities Division Project No:CCD # 18
CONSTRUCTION CHANGE DIRECTIVE Project Name:
(CCD)
(CONTRACTOR)
You are directed to prepare a cost proposal for the work described below and/or detailed on the attachment referred to:
SOURCE OF CHANGE:
DATE PROPOSAL REQUIRED:7/7/22 CHANGE ORIGINATED BY: Contractor
(14 days from Request Date, unless other date agreed to)
PROPOSAL REQUESTED BY: Contractor
ARCHITECTCOR PM
WE AGREE TO PERFORM ALL CHANGE IN THE WORK DESCRIBED IN THE PROPOSAL REQUEST FOR:
CONTRACT SUM:
(WASHINGTON STATE SALES TAX EXCLUDED)
In accordance with the general condition, Cost Estimate Detail Sheet(s) are attached hereto.
CONTRACT TIME:
OF 0 CALENDAR DAYS
BY:
CONTRACTOR SIGNATURE DATE
We have carefully examined this proposal and find the cost to be reasonable.Therefore, we recommend acceptance.
ARCHITECT DATE HEALTHPOINT DATE
City of Renton Authorized Signature To be utilized for changes requested
by HealthPoint
CITY OF RENTON DATE
6,068.00$
CAG 21Ͳ180
Family First Community Center
TO: Comer GC, Inc.
The foregoing amount covers everything required in connection with the change. All other provisions of the contract remain in full
force and effect.
We understand that this proposal does not constitute authorization to proceed with the specified changes in the work until
incorporation of this COP into a Change Order by the City of Renton.
Add cleanͲ0outs as directed by inspector.
04/22/22Proposal Request Date:
EXPLANATION: AHJ requested additional code required cleanͲouts
TO: Meredith Everist TO:Russ Woodruff
of Six thousand and sixty eight dollars
WE AGREE
CONTRAC
TO:Mered
DATE PROP
(14 days from
You are direct
SOURCE OF
CONSTRU
TO:Come
Add clean
EXPLANATI
NO CHANGE
INCREASE
DECREASE
NO CHANGE
INCREASE
DECREASE
Design Contractor Owner Code/AHJUnknown Conditions HealthPoint Other
COMER GC, Luke Comer 9/6/2022
9/1/2022
1
Russ Woodruff
From:Meredith Everist <everistm@baylisarchitects.com>
Sent:Tuesday, August 9, 2022 4:20 PM
To:Russ Woodruff
Cc:16-0996 Family First Community Center
Subject:FW: FFCC - change Item #018
Attachments:FFCC - CI-018 - Added Plumbing Cleanouts per AHJ.pdf
HiRuss,pleaseseeNathan’scommentbelowregardingthisChangeItem.IhavenoexceptionstoNathan’scomments
ortheChangeproposal.
Thanks,Meredith
Meredith Everist | AIA | NOMA | LEED AP BD+C
Principal
Pronouns: she | her
10801 Main Street, # 110 | Bellevue, WA 98004
O: 425.454.0566 D: 425.679.5205 F: 425.453.8013
everistm@baylisarchitects.com | BaylisArchitects.com
Facebook | LinkedIn | Houzz
From:NathanByers<Nathan@siderbyers.com>
Sent:Tuesday,August9,202211:00AM
To:MeredithEverist<everistm@baylisarchitects.com>
Cc:16Ͳ0996FamilyFirstCommunityCenter<16Ͳ0996@baylisarchitects.com>
Subject:FFCCͲchangeItem#018
Hi,Meredith.
Interestingstuff.Wethinkthiscostisreasonable;withoutdrillingtoodeeplyintotheinspectioncomments,let’sjust
saythatthisseemslikestuffthecontractorhadtodotoproceed.
Althoughthecontractorisrequiredtoprovidecleanoutsinthespec,itseemsfairtosaythattheseareunexpected
changes.
Bestregards,
Nathan
CAUTION: This email originated from outside the City of Renton. Do not click links, reply or open attachments unless
you know the content is safe.
2
From:MeredithEverist<everistm@baylisarchitects.com>
Sent:Tuesday,August09,20229:40AM
To:NathanByers<Nathan@siderbyers.com>
Cc:16Ͳ0996FamilyFirstCommunityCenter<16Ͳ0996@baylisarchitects.com>
Subject:FW:FFCCͲchangeItem#018
HINathan,willyoupleasereviewtheattachedChangeproposalandcommentifyouhaveanyconcernsaboutthe
pricingorthework?
Thanks,Meredith
Meredith Everist | AIA | NOMA | LEED AP BD+C
Principal
Pronouns: she | her
10801 Main Street, # 110 | Bellevue, WA 98004
O: 425.454.0566 D: 425.679.5205 F: 425.453.8013
everistm@baylisarchitects.com | BaylisArchitects.com
Facebook | LinkedIn | Houzz
From:LukeComer<luke@comergc.com>
Sent:Monday,August8,20225:06PM
To:MeredithEverist<everistm@baylisarchitects.com>
Cc:'RussWoodruffͲCityofRenton'<rwoodruff@rentonwa.gov>;'TimComer'<tim@comergc.com>;'JonScofield'
<jon@comergc.com>;16Ͳ0996FamilyFirstCommunityCenter<16Ͳ0996@baylisarchitects.com>
Subject:RE:FFCCͲchangeItem#018
Imayhavemissedsendingthis,hereyougo!
Thank you,
Luke Comer
C:425Ͳ765Ͳ4118IP:425Ͳ636Ͳ8934IF:425Ͳ285Ͳ9785
From:MeredithEverist<everistm@baylisarchitects.com>
Sent:Monday,August8,20224:13PM
To:LukeComer<luke@comergc.com>
Cc:RussWoodruffͲCityofRenton(RWoodruff@Rentonwa.gov)<rwoodruff@rentonwa.gov>;'TimComer'
<tim@comergc.com>;JonScofield<jon@comergc.com>;16Ͳ0996FamilyFirstCommunityCenter<16Ͳ
0996@baylisarchitects.com>
Subject:FFCCͲchangeItem#018
HiLuke,Reviewingthechangeitemlog,pleasesendinformationforCI#018.Idon’trecallthisoneandcan’tfindany
relatedemails.
Thanks,Meredith
3
Meredith Everist | AIA | NOMA | LEED AP BD+C
Principal
Pronouns: she | her
10801 Main Street, # 110 | Bellevue, WA 98004
O: 425.454.0566 D: 425.679.5205 F: 425.453.8013
everistm@baylisarchitects.com | BaylisArchitects.com
Facebook | LinkedIn | Houzz
PUBLIC WORKS
Facilities Division Project No:CCD # 29
CONSTRUCTION CHANGE DIRECTIVE Project Name:
(CCD)
(CONTRACTOR)
You are directed to prepare a cost proposal for the work described below and/or detailed on the attachment referred to:
SOURCE OF CHANGE:
DATE PROPOSAL REQUIRED:7/8/22 CHANGE ORIGINATED BY: Owner
(14 days from Request Date, unless other date agreed to)
PROPOSAL REQUESTED BY: Cowner
ARCHITECTCOR PM
WE AGREE TO PERFORM ALL CHANGE IN THE WORK DESCRIBED IN THE PROPOSAL REQUEST FOR:
CONTRACT SUM:
(WASHINGTON STATE SALES TAX EXCLUDED)
In accordance with the general condition, Cost Estimate Detail Sheet(s) are attached hereto.
CONTRACT TIME:
OF 0 CALENDAR DAYS
BY:
CONTRACTOR SIGNATURE DATE
We have carefully examined this proposal and find the cost to be reasonable.Therefore, we recommend acceptance.
ARCHITECT DATE HEALTHPOINT DATE
City of Renton Authorized Signature To be utilized for changes requested
by HealthPoint
CITY OF RENTON DATE
Family First Community Center
TO: Comer GC, Inc.
The foregoing amount covers everything required in connection with the change. All other provisions of the contract remain in full
force and effect.
We understand that this proposal does not constitute authorization to proceed with the specified changes in the work until
incorporation of this COP into a Change Order by the City of Renton.
Increase extent of sidewalk demo/replacement to provide uniform appearance.
07/06/22Proposal Request Date:
EXPLANATION: Owner requested additional sidewalk be removed to allow for more uniform appearance
TO: Meredith Everist TO:Russ Woodruff
3,969.00
CAG 21Ͳ180
WE AGREE
CONTRAC
TO:Mered
DATE PROP
(14 days from
You are direct
SOURCE OF
CONSTRU
TO:Come
Increase e
EXPLANATI
NO CHANGE
INCREASE of Three Thousand Nine Hundred Sixty Nine Dollars $
DECREASE
NO CHANGE
INCREASE
DECREASE
Design Contractor Owner Code/AHJUnknown Conditions HealthPoint Other
9/1/2022
9/6/2022COMER GC, Luke Comer