DAS TMVC Floor Slab Repair

March 11, 2026
To: All Potential Respondents
From: Construction Procurement
Subject: RFQ946500-01 DAS TMVC Floor Slab Repair (Toolesboro Mounds Visitor Center)
Request for Quote
The State of Iowa is conducting a Request for Quote for a contractor to remove existing carpeting; poly jack the
existing concrete floor slab and install new LVT flooring and vinyl base throughout the building. See Exhibit B for
additional detail.
The WORK REQUIREMENTS shall be completed no later than May 15, 2026.
The Project is located at 6568 Toolesboro Ave, Hwy 99, Wapello, IA 52653
A Pre-quote on site meeting will be held March 25, 2026 @ 11:00 AM.
Please upload your quote on the Exhibit A pricing form of this solicitation utilizing the Iowa IMPACS Procurement
System (https://bids.sciquest.com/apps/Router/PublicEvent?CustomerOrg=DASIowa) prior to April 2, 2026 at
2:00 PM (CT).
All questions regarding this solicitation must be received by email by 2:00 PM (CT) ON March 26, 2026.
Contract Terms and Conditions
This procurement will result in a Consensus 802 Agreement. By submitting a quote, respondent agrees to the
contract terms and conditions available at
https://das.iowa.gov/sites/default/files/procurement/pdf/ConsensusDoc802.pdf
Performance Bond
Respondent must provide a Performance and Payment Bond in accordance with Section 10.8 of Consensus 802
Agreement.
Insurance Requirements
See sample Certificate of Insurance attached as Exhibit D for required limits, additional insured requirements
and waiver of subrogation.

Exhibit A Pricing Form
TMVC Floor Slab Repair
6568 Toolesboro Ave, Hwy 99, Wapello, IA 52653
Request for Quote RFQ946500-01
Due April 2, 2026, at 2:00 PM (CT)
Please submit this completed form with your Quote to:
Iowa IMPACS Procurement System
(https://bids.sciquest.com/apps/Router/PublicEvent?CustomerOrg=DASIowa)
This form is to be completed in ink or typewritten.
Only pricing on this form or an exact copy of this form will be accepted.
Pricing Form shall be signed by an officer of the firm with authority to bind Respondent to Contract.
Respondent acknowledges receipt of the following Addenda (if issued) which are part of the RFQ documents:
Addendum No. _______________ Date_____________________
Addendum No. _______________ Date _____________________
Freight Terms: FOB Destination, Freight Pre-Paid
The State reserves the right to reject any or all quotes without penalty and to waive minor deficiencies and
informalities if, in the judgement of the State, it's best interests will be served.
Respondents must submit pricing for all scope of work items indicated per the attached Exhibit B. The State
reserves the right to evaluate pricing. The State intends to make one Award for this project.
BP-01 - TMVC Floor Slab Repair:
Total $_________________________________________________________________________________
*Please note all pricing is to be delivered price. That is why we are stating FOB Destination, Freight Pre-Paid. *
Signature _______________________________________________
Name (Print) ____________________________________________
Title __________________________________________________
Company _______________________________________________
Address ________________________________________________
City, St., Zip ____________________________________________
Phone #____________________ Fax #_______________________
E-mail _________________________________________________

Exhibit B Scope of Work
TMVC Floor Slab Repair
6568 Toolesboro Ave, Hwy 99, Wapello, IA 52653
Request for Quote RFQ946500-01
Due April 2, 2026, at 2:00 PM (CT)
BP-01 - TMVC Floor Slab Repair:
All work on Sheets C-101 Cover Sheet, C-102 Specifications, A-101 Demo Floor Plan, A-102 Floor Plans.
Contractor to remove existing carpeting; poly jack the existing concrete floor slab and install new LVT flooring
throughout the building.

DAS 9465.00 TOOLESBORO MOUNDS VISITORS CENTER M
SHEET INDEX O
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ID Name . M
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C-101 COVER SHEET U C
C-102 SPECIFICATIONS T E .
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SLAB REPAIR AND FLOORING REPLACEMENT A-101 DEMO FLOOR PLAN E U
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a CONFORMANCE REQUIREMENT (601.2) - THE WORK SHALL NOT
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r u SKYLIGHT MARKER S01 SPACE DESIGNATION S
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c IS SHOWN SEE KEYNOTE LEGEND S
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c PROJECT NO: G25-004
e A.D. AREA DRAIN DN DOWN HORIZ. HORIZONTAL PL. LAM PLASTIC LAMINATE U.L. UNDERWRITERS
M
t i ABV. ABOVE DWG. DRAWING HT. HEIGHT QTY. QUANTITY LABORATORIES DATE: 3/11/2026
h ADA ACCESSIBLE / AMERICANS DEPT. DEPARTMENT INSUL. INSULATION / INSULATING R RISER VEST. VESTIBULE
c r WITH DISABILITIES ACT DBL. DOUBLE I.D. INSIDE DIAMETER R.W.C. RAIN WATER CONDUCTOR V.C.T. VINYL COMPOSITION U DRAWN BY: LM
A ADJ. ADJUSTABLE DIM. DIMENSION INCAND. INCANDESCENT REINF. REINFORCING / REINFORCED TILE
n A.o.R. AREA OF REFUGE DR. DOOR JAN. JANITOR REQ. REQUIRED W/ WITH C COPYRIGHT
o ALUM. ALUMINUM EXIST. EXISTING JT. JOINT R.O. ROUGH OPENING W.C. WATER CLOSET
z ALT. ALTERNATE EQ. EQUAL LBS. POUNDS REV. REVISED / REVISION WD WOOD O
i r A.F.F. ABOVE FINISHED FLOOR E.C. ELECTRICAL CONTRACTOR LAV. LAVATORY REFL. REFLECTED
o AC. ACOUSTIC / ACOUSTICAL EL. ELEVATION LAM. LAMINATE REC. RECESSED & AND D
H
A.F. ALUMINUM FACE ELEV. ELEVATOR L.P. LOW POINT RAD. RADIUS @ AT
- APPX. APPROXIMATE / ELEC. ELECTRIC / ELECTRICAL MAX. MAXIMUM S.S. STAINLESS STEEL PLUS OR MINUS
e APPROXIMATELY EXP. EXPANSION MFR. MANUFACTURER / ST. STREET degrees DEGREE
N SHEET TITLE
v BD. BOARD EXT. EXTERIOR MANUFACTURED SIM. SIMILAR (cid:0) ANGLE
i r BLK. BLOCK / BLOCKING EA. EACH MTL. METAL STL. STEEL [ CHANNEL O COVER SHEET
D BLDG. BUILDING F.D. FLOOR DRAIN MIN. MINIMUM SQ. SQUARE # NUMBER
e n B.O. BOTTOM OF F.E. FIRE EXTINGUISHER MIRR. MIRRORED SAN. SANITARY SQUARE I T
B.O.S. BOTTOM OF STEEL F.E.C. FIRE EXTINGUISHER MTD. MOUNTED SUSP. SUSPENDED ROUND / DIAMETER
O
\ CAB. CABINET CABINET M.O. MASONRY OPENING STD. STANDARD (cid:0) / C.L. CENTER LINE N C
k C.C. CENTER-TO-CENTER FIN. FINISH / FINISHED MISC. MISCELLANEOUS SPEC. SPECIFICATION (cid:0) / PL. PLATE
e CLG. CEILING FLR. FLOOR MECH. MECHANICAL TEL. TELEPHONE U-BAR U
l a CLOS. CLOSET F.O. FACE OF N.I.C. NOT IN CONTRACT T.O. TOP OF LEG-BAR
h C.M. CONSTRUCTION MANAGER FT. FEET / FOOT NO. NUMBER T.O.S. TOP OF STEEL R
c CMU CONCRETE MASONRY UNIT FLUOR. FLUORESCENT N.T.S. NOT TO SCALE T.O.W. TOP OF WALL
i VERIFY SCALE
M C.J. CONTROL JOINT GYP. GYPSUM O.C. ON CENTER TOIL. TOILET T
a CONC. CONCRETE GALV. GALVANIZED O.D. OUTSIDE DIAMETER TYP. TYPICAL
BAR IS ONE (1) INCH LONG ON
n CORR. CORRIDOR GA. GAUGE OPP. OPPOSITE THK. THICK S
ORIGINAL DRAWING
e COL. COLUMN G.C. GENERAL CONTRACTOR OPG. OPENING TMP. TEMPERED
L CONT. CONTINUE / CONTINUOUS HR. HOUR P.C. PLUMBING CONTRACTOR T.S.G. TEMPERED SAFETY 0 1 SITE KEY N C-101
\
s r CONTR. CONTRACTOR H.P. HIGH POINT P.F. PANEL FACE GLASS 1 O
e DIA. DIAMETER HVAC HEAT, VENTILATION, AIR- PR. PAIR U.O.N. UNLESS OTHERWISE IF BAR IS NOT ONE (1) INCH LONG, SCALE: 1" = 50'
s DTL. DETAIL CONDITIONING P.T. PRESSURE TREATED NOTED ADJUST SCALE ACCORDINGLY 0 20' 50' 100'
U C
\
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ToolesboroFloorRepair ToolesboroFloorRepair ToolesboroFloorRepair
024119 SelectiveStructureDemolition 096500 ResilientFlooring 314300 CONCRETERAISING
Wapello, Iowa Wapello, Iowa Wapello, Iowa
SECTION024119 SECTION096500 SECTION314300 M
SELECTIVESTRUCTUREDEMOLITION RESILIENTFLOORING CONCRETERAISING O
C
PART1GENERAL PART1 GENERAL PART1 GENERAL
. M
E
1.01 SUMMARY 1.01 SECTIONINCLUDES 1.01 SECTIONINCLUDES R O
A. RelatedDocuments: A. Resilienttileflooring. A. Liftingsettledconcretewithpolyurethanefoam. U C
1. DrawingsandgeneralprovisionsoftheContractapplytothisSection. B. Resilientbase. B. Repairingcracksinconcreteslabswithfastsetpolyurethaneresin. T E .
C
2. Reviewthesedocumentsforcoordinationwithadditionalrequirementsandinformation R
thatapplytoworkunderthisSection. C. Installationaccessories. C. Repairingdrillholeswithfastsetpolyurethaneresin. E U
T
n l B. SectionIncludes:Selectivedemolitionasfollows: 1.02 REFERENCESTANDARDS 1.02 REFERENCESTANDARDS I H T C
p
. 1. Removearchitectural,structural,plumbing,fireprotection,mechanicalandelectrical A. ASTMF1700-StandardSpecificationforSolidVinylFloorinModularFormatsuchasTile(s)or A. ASTMD638-StandardTestMethodforTensilePropertiesofPlastics;2022. C E
s materialsandequipmentasindicatedorrequiredfornewconstruction. Plank(s);2025. B. ASTMD1621-StandardTestMethodforCompressivePropertiesofRigidCellularPlastics; R T
d I
n 2. Firesprinkleranddomesticwatermainsshallremaininoperation. B. ASTMF1861-StandardSpecificationforResilientWallBase;2021(Reapproved2025). 2016(Reapproved2023). A H
u 3. Removematerialsfromsite,anddisposeoflegally.
1.03 SUBMITTALS C. ASTMD1622-StandardTestMethodforApparentDensityofRigidCellularPlastics;2020. N
- 5C
o
M
4. Disconnect,remove,capandidentifyutilitiesforlaterreconnection.
A. ProductData: Providedataonspecifiedproducts,describingphysicalandperformance D. ASTMD-1042D-StandardTestMethodforLinearDimensionalChangesofPlasticsCausedby
O6
9
R
A
1.02 SUBMITTALS Z
characteristics;includingsizes,patternsandcolorsavailable;andinstallationinstructions. ExposuretoHeatandMoisture. 4-
n a A. ProductData:Manufacturer'sdatasheetsoneachproducttobeused. B. SelectionSamples: Submitmanufacturer'scompletesetofcolorsamplesforOwner'sinitial E. NSF/ANSI61-5-DrinkingWaterSystemComponents-HeathEffects. I R 6 -N O
i d B. ShopDrawings:Indicateremovalsequenceandlocationofsalvageableitems. selection. 1.03 SUBMITTALS O0 Z
n
I
C. ProjectRecordDocuments:Accuratelyrecordlocationsofcappedutilities. 1.04 DELIVERY,STORAGE,ANDHANDLING
A. ProductData: Manufacturer'sdatasheetsoneachproducttobeused,including:. @
H
)
5 I
R
o 1.03 QUALITYASSURANCE A. Uponreceipt,immediatelyremoveanyshrink-wrapandcheckmaterialsfordamageandthe 1. Preparationinstructionsand L 3O
r o b A. R 1. egu C la o to m ry pl R y e w q it u h ir r e e m q e u n ir t e s m : entsofapplicablecodes,rulesandregulations. B. M co a r i r n e t c a t in st t y e le m , p c e o r l a o t r u , r q e u i a n n s ti t t o y r a a n g d e r a u r n ea nu b m et b w e e r e s n . 55degreesF(13degreesC)and90degreesF 2 3 . . S In t s o t r a a l g lin e g a m nd et h h a o n d d s l . ingrequirementsandrecommendations. E A 6 ( 5 W H .
s H
e 2. ObtainrequiredpermitsfromAHJ. (72degreesC). 1.04 DELIVERY,STORAGE,ANDHANDLING C|W
l o o 3 4 . . D M o ai n n o ta t in clo b s u e ild o in r g ob a s n tr d u r c o t o ro m ad e w gr a e y s s s o a r n s d id a e c w ce a s lk s s a w t i a th ll o t u im tp e e s. rm D it o s. notreducerequired C. Protectrollmaterialsfromdamagebystoringonend. A. Deliverandstoreproductsinmanufacturer'sunopenedpackagingbearingthebrandnameand I M H P W
T egresswidthtoexits. 1.05 FIELDCONDITIONS manufacturer'sidentificationuntilreadyforinstallation.
n \ 5. Minimizeinterferencewithcorridors,exits,sidewalks,roadwaysandpublicthoroughfares. A. Storematerialsfornotlessthan48hourspriortoinstallationinareaofinstallationata B. Keeplidsontightlytopreventmoisturefromenteringcontainers.Avoiddirectcontactwith
g 6. Complywithapplicableproceduresifhazardousorcontaminatedmaterialsarediscovered temperatureof70degreesF(21degreesC)toachievetemperaturestability. Thereafter, product.Usecautionwhenopeningaspressuremaybuildupincontainers.
i s orsuspected. maintainconditionsabove55degreesF(13degreesC). C. Handling:Handlematerialstoavoiddamage.
e
D B. HazardousMaterialsRemediationWork: PART2 PRODUCTS 1.05 FIELDCONDITIONS
1. IfHazardousMaterialsaresuspected,immediatelyinformArchitectandOwner's 2.01 TILEFLOORING A. Maintainenvironmentalandambientconditionswithinlimitsrecommendedbymanufacturerfor
d
Representative.Noknownhazardousmaterialsarepresentinscopeofwork.
n A. VinylTile:Printedfilmtype,withtransparentortranslucentwearlayer;acousticinterlayeror optimumresults.Donotinstallproductsunderambientconditionsoutsidemanufacturer's
a 1.04 PROJECTCONDITIONS backing. recommendedlimits.
l e A. Protectadjacentworktoremain,anditemstobeturnedovertoOwner,fromdamage. 1. Manufacturers: PART2 PRODUCTS
d a. AHFProducts;NodtoNatureLVT,LooseLayandDryBack:
B. ExistingConditions: 2.01 MANUFACTURERS
o www.ahfcontract.com/#sle.
M 1. Iflead,asbestosorotherhazardousmaterialsarefoundorsuspected,immediatelystop b. Architessa;LuxuryVinylPlank: www.architessa.com/#sle. A. Alchateck,AdvancedConstructionTechnologies,APLif430;alchateck.com.
workinthesuspectedareaandadvisetheOwnerandArchitect. Donotrecommence
- workintheareauntiladvisedbytheOwnerthattheareahasbeenclearedforwork. c. ArmstrongFlooring;Unify: www.armstrongflooring.com/#sle. B. PolyPier,Terrathane;polypier.com.
1 d. FlexcoCorporation;DelaneSolidVinylTile: www.flexcofloors.com/#sle. C. PolyLevel;polylevel.com.
C. OwnerwilloccupyadjacentareasduringthecourseoftheWork. WorkunderthisSectionshall
\ e. Substitutions: SeeSection016000-ProductRequirements.
n notaffectOwner'soperationofadjacentareas. D. Substitutions:Architectapprovedequal
2. MinimumRequirements: ComplywithASTMF1700,ClassIII.
o
i 1.05 SEQUENCING 3. PlankTileSize: 8by40inch(203by1016mm). 2.02 MATERIALS
t
a A. Submitscheduleindicatingproposedsequenceofoperationsforselectivedemolitionworkto 4. WearLayerThickness: 0.020inch(0.50mm). A. Pluralcomponent,highstrength,highdensity,structuralpolyurethanefoam.
u
l Ownerforreviewpriortostartofwork. Includecoordinationforshutoff,capping,and 5. TotalThickness: 0.20inch(5mm). 1. MixRatioA:B=1:1byvolume
a v continuationofutilityservices,anddetailsfordustandnoisecontrol. 6. TileEdge: Interlockingshape. 2. CompressiveStrengthASTMD1621:50psi R
E 1. Providedetailedsequenceofdemolitionandremovalworktoensureuninterrupted 7. Color:TobeselectedbyOwnerfrommanufacturer'sfullrange. 3. TensileStrengthASTMD638 :70psi
l a r u t 0 P 2 A 4 R 1 T 19 2N 2 O . TU C p S r o E o o g D r r d e i s n s at o e f t O he wn s e ch r' e s d o u p S li e n e r g l a e t o c io t f i n v w s e o . S rk tr o u f c S tu e r c e ti D on em w o it l h iti t o h n eworkofothe T r o s o e l c e t s io b n o Ws r . o ap F e lo ll o o r , R Io e w p a air 2 0 . 9 0 6 2 50 A R 0 . ES 1 R IL . e I s E il N i H e T n e t i B g B h A a t S : s E e 4 : i A n S ch T e M s F (1 1 0 8 0 61 m , m T ) y . p R e e T s P il , ie r n u t b F be lo r o , r t i h n e g rmoplastic;styleass T c o h o e l d e u sb le o Wd r . o ap F e lo ll o o r , R Io e w p a air 314300 4 5 6 . . . C E P n o lo v ly s io u e r r d n e m t C h e e a l n n l t e C a o l fo n S a t a e m f n e t m t : y 9 u N 0 s S t p b F e C e r A c O c N e e N n S r C t t I if m R 6 ie 1 E i d n - T i 5 m t E o u m R m A ee IS t I N N S G F/ANSI61-5toen T su o r o e le t s h b e o Wp ro raop F de l u o llc o ot r ,is R Io e swa p fa a e ir O O
c 2. Thickness: 0.125inch(3.2mm). fortheenvironment. 9
u PART3EXECUTION
r t S 3G.2051-0E0X4 A-MTIoNoAleTsIbOoNroFloor 024119-1 SelectiveStructureDemolition G25-004 - 3 4 . . Tool F L e e i s n n b is g o h t r h : o : S F R l a o o t o i l n l r . . 096500-1 ResilientFlooring G25-0 B 0 . 4 - F 1.T as o t o S lFe e os t rb P roe o rpo ly aF u irl r io e no t g h r a cr n a e ck R s e i s n in concrete 3 s 1 la 4 b 3 s 0 . 0-1 CONCRETERAISING L Y 9
Repai A r . InspectandverifytheexistingconditionsandbecomefamiliarwiththeextentoftheWork. Repair 5. Color:TobeselectedbyOwnerfrommanufacturer'sfullrange. Repair 2. Forrepairingdrillholesinconcreteslabs. F W
C 3. MixRatioA:B=1:1byvolume
V B. ExaminethesitetodetermineproperaccesswithinthelimitationsoftheContract.Conduct 2.03 ACCESSORIES R H3
M operationssoasnottointerferewithadjacentroads,driveways,walks,buildings,corridors, A. SubfloorFiller: Whitepremixlatex;typerecommendedbyadhesivematerialmanufacturer. 2.03 ACCESSORIES C 5
T meansofaccessandegress,andworkareas. A. MechanicalPurgeGunfittedwithpropermixingchamberforGeotechnicalFoamInjection. I E6
4 3.02 PREPARATION
B.
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sives,andSeamSealer: Waterproof;typesrecommendedbyflooring
1. Injectionnozzlesinthemixingchambershallbemachinedtoallowalaminarflowwith V A V2
0 lessvelocitythanwouldbeusedforsprayapplications. A5
A. InterfacesWithOtherWork:Coordinateextentofselectivedemolitionworkwithlimitsof
0
- existingworktoremain,andwithdemolitionandmodificationrequirementsshownonthe
C. Moldings,TransitionandEdgeStrips: Samematerialasflooring.
B. Injectionportsasrecommendedbymanufacturer.
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5 Drawings. PART3 EXECUTION PART3 EXECUTION RI
2 3.01 EXAMINATION T E
G B. Protection: 3.01 PREPARATION O,
O
1. Protectexistingmaterials,appurtenancesandequipmentwhicharenottobedemolished. A. Verifythatsurfacesareflattotolerancesacceptabletoflooringmanufacturer,freeofcracks R B
5 A. Ensurejobsiteisreadyforwork.Locatedallutilitiesanddrainagepipes.Inspectdrainage
0 0 l a E n x d is s t c in a g pi m ng at a e l r t i e a r l e s, d a o p r p d u a rt m en a a g n e c d e d s u a ri n n d g e d q e u m ip o m lit e io n n t, w b o u r il k di s n h g al e l x b t e er r io e r pa a i n re d d in o te r r r i e o p r, la a c n e d dby h th a a r t d m en ig e h rs t , te a l n e d gr o a t p h h er th c r h o e u m gh ica fl l o s o t r h in a g t , m c i l g e h a t n i , n d te ry rf , e a re nd w f i r t e h e b o o f n c d u in r g ing of c f o lo m o p ri o n u g n t d o s s , u s b u s r t f r a a c t e e. p e i n p t e e s r. b U e s f e or s e e a w n e d r a in ft s e p r e j c o t b io t n o c e a n m su e r r e a therearenocracksordefectsthatfoammaterialcan G 0 S E L L E
6 2 - O th w e n S e u r b . contractortomatchexistingundisturbedconditionsatnoadditionalcosttothe B. V w e o r r i k fy ,a th re at d w u a st ll -f s re u e rf , a a c n e d sa a r r e e s re m a o d o y th to a r n e d ce fl i a ve tw re it s h i i l n ie t n h t e b t a o s le e r . ancesspecifiedforthattypeof B. Conditionmaterialsovernightto60degreesF(15degreesC)to90degreesF(32degreesC) N 0 B L O P A
G \ 2 3 . . P P r r e o v v e id n e t p m r o o v p e e m ra e n n d to p f e s rm tru a c n t e u n re t ; s p u r p o p v o id rt e to br a a d c j i a n c g e a n n t d st s ru h c o t r u in re g f a o s r r a e ll q p u i i p re in d g . ,conduitsand C. CementitiousSubfloorSurfaces: Verifythatsubstratesarereadyforresilientflooring C. P or ro a t s ec re t c s o u m rfa m c e e n s d f e ro d m by fo m am an t u h f a a t c c tu a r n er b . eblownoutofinjectionholes,cracks,andjoints. I 5 . A OW
s cablestoremain. installationbytestingformoistureandalkalinity(pH). D L T
t 1. Obtaininstructionsiftestresultsarenotwithinlimitsrecommendedbyresilientflooring D. Sawcutjointsifnecessarypriortoinjectiontopreventorreleaseslabsfrombinding. 6
c 4. Provideandmaintaintemporaryweatherprotectionduringintervalbetweendemolition 8
e andremovalofexistingconstructiononexteriorsurfacesandinstallationofnew manufacturerandadhesivematerialsmanufacturer. E. Installfoamtoliftedgelevelwithadjacentslab. D S 6
j 4
o constructiontoensurethatnowaterleakageordamage,orwinddamageoccursto 3.02 PREPARATION 3.02 INSTALLATION I 5
r
P structureorinteriorareasofexistingbuilding. A. Preparefloorsubstratesasrecommendedbyflooringandadhesivemanufacturers. A. Installinaccordancewithmanufacturer'swritteninstructions. B 9 6
5. Provideandmaintaintemporarybarriersandsecuritydevicesatdoorways.
l a 6. Useperiodiclightwatermist,temporaryenclosures,andothersuitablemethodstolimit B. Removesubfloorridgesandbumps. Fillminorlowspots,cracks,joints,holes,andother B. Repaircracksinconcretewithcementitiousgroutorepoxyafterinjection.
r defectswithsubfloorfillertoachievesmooth,flat,hardsurface. R
e dustanddirt. Complywithapplicableenvironmentalprotectionregulations. C. Removeinjectionportsandfillinjectionholeswithcementitiousgroutorepoxy. S
n e 7. p P e ro rm vi i d t e co a n n t d in m ue a d in O ta w in n t e e r m o p c o cu ra p r a y n p c a y r . titionstopreventspreadofdust,odorsandnoiseto C. Prohibittrafficuntilfillerisfullycured. D. Grindexcessresinfromfaceofconcretewithwirebrushorcupwheelifneccessary.Avoid O A
G 3.03 INSTALLATION-GENERAL scarringconcrete.
s \ 8 9 . . M M a a i i n n t t a a i i n n p ve a n th til o a f ti t o r n av s e y l s f t o e r m de d b u r s is tf r r e e m e o a v t a a l ll d t u im st e f s re . eandcleanatalltimes. A. Startinginstallationconstitutesacceptanceofsubfloorconditions. 3.03 PROTECTION F D
t
c 10. Coverandprotectwindowsandwallsthatareadjacenttoareastobedemolished. B. Installinaccordancewithmanufacturer'swritteninstructions. A. Protectadjacentworkareausingplasticsheetingifnecessary.
e D
j 11. Protectsmokealarmsandfiresprinklersfromdustintrusion. C. Loose-LaidInstallation:Setflooringinplaceinaccordancewithmanufacturer'sinstructions. B. Protectcementitiousgroutorepoxyuntilcured.
o r 12. Maintainparkingareas,driveways,exteriorwalkways,exitpaths,andlandscapingina D. Installedgestripsatunprotectedorexposededges,whereflooringterminates,andwhere ENDOFSECTION E
P clean,undisturbedcondition. Anydebriscausedbyselectivedemolitionworkshallbe indicated.
\ removedeachday. U
e 1. MetalStrips: Attachtosubstratebeforeinstallationofflooringusingstainlesssteel
r C. Fieldverifytheexactlocationofexistingconcealedutilities. Usecautionifworkinginorabout screws.
u S
concealedorexposedutilities.
t E. Scribeflooringtowalls,columns,cabinets,flooroutlets,andotherappurtenancestoproduce
c e 1. Disconnect,remove,andcapdesignatedutilitylineswithindemolitionareas. Mark tightjoints. S
locationsofdisconnectedutilities.Identifyutilitiesandindicatecappinglocationson
t
i h ProjectRecordDocuments. 3.04 INSTALLATION-TILEFLOORING I
c 3.03 EXECUTION A. Mixtilefromcontainertoensureshadevariationsareconsistentwhentileisplaced,unless D
r
A otherwiseindicatedinmanufacturer'sinstallationinstructions.
A. Minimizeinterferencewithadjacentoccupiedbuildingareas,materialsandequipment. N
n B. Layflooringwithjointsandseamsparalleltobuildinglinestoproducesymmetricalpattern. C O
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t n orasdirectedbytheOwner. Wapello, Iowa premoldedunits. 1 E
e C. Removemiscellaneousabandonedappurtenancesthatwillbeexposedtoview,unless C. Installbaseonsolidbacking. Bondtightlytowallandfloorsurfaces. T A
m u c R G e 2 p 5 a -0 i D r 0 . 4 - I in n T d v o e ic o s a l t e t ig e s a d b t o e o r t o a h n e F d r l w o m o is r e e a . surethenaturea 0 n 2 d 4 e 1 x 1 t 9 en - t 2 o funanticipatedit S e e m le s c t t h iv a e tc S o tr n u f c lic tu t r w e it D h e i m nt o e l n it d io e n d G 3 R . e 2 0 p 5 6 a -0 i D r C 0 . 4 L E - S A T c N r o i I b o N e le G s a b n o d ro fit F to lo d o o r orframesandothe 0 r 9 i 6 n 5 te 0 r 0 ru - p 2 ti ons. ResilientFlooring G25-004 -ToolesboroFloor 314300-2 CONCRETERAISING S - D
o functionordesign. SubmitwrittenreportwithaccuratedetailedinformationtotheOwnerand A. Removeexcessadhesivefromfloor,base,andwallsurfaceswithoutdamage. Repair K
D \ a A s rc n h e it c e e c s t. s a W ry h t il o e c a o w n a ti i n ti u n e g o in v s e t r r a u l c l t j i o o b ns pr fr o o g m re t s h s e w O it w ho n u e t r, d r e e l a a r y r . angeselectivedemolitionschedule B. Cleaninaccordancewithmanufacturer'swritteninstructions. T R A M
e N
r u E. Eliminatedust. Installdustbarriersasrequiredtokeepdustoutofcorridorsandadjacent 3.07 PROTECTION
t areas. Usewalkoffmatsdesignedtoremovedustatthecorridorsideofdoorstoroomswhere A. Prohibittrafficonresilientflooringfor48hoursafterinstallation. E
c PROJECT NO: G25-004
demolitionworkisbeingdone.
e ENDOFSECTION
M
t 1. Activitieswhichgeneratesilicadust,suchasconcretesawcutting,jackhammering, DATE: 3/11/2026
i
h chipping,orabrasiveblasting,shallincorporateengineeringcontrolstoeliminatevisible
c emissions. U DRAWN BY: LM
r
A 2. Donotusesilicasandorothersubstancescontainingmorethan1percentcrystalline
silicaasabrasiveblastingmaterial C COPYRIGHT
n
o 3. Useconcreteandmasonrysawsthatprovidewatertotheblade.
O
z 4. Preventhumanexposuretodustusingmethodssuchasremovingdustwithwater,high
i
r efficiencyparticulateair(HEPA)filters,andwetsweeping. Donotusecompressedairor
o D
drysweeping.
H
-
F. StopworkandnotifytheOwnerimmediatelyifstructureorotheritemstoremainappeartobe
endangered.DonotresumeworkuntildirectedbytheOwner. N SHEET TITLE
e
v G. Donotdisruptservicetoexistingfiresprinklerlines.Ifdisruptionbecomesnecessary,
i r coordinatewiththeOwner. O SPECIFICATIONS
D
e H. Remove,storeandprotectmaterialstobere-installedorretainedsoastopreventdamage. I
n T
I. Removeandpromptlydisposeofvermininfestedmaterials.
O
\ 3.04 DISPOSALANDCLEANUP C
k
e A. MaterialremovedunderthisContractwhichisnottobesalvagedorreusedintheProjectshall U
l becomethepropertyoftheContractorandshallbepromptlyremovedfromthejobsite. Donot
a
h storeorpermitdebristoaccumulateatthesite. R
c
i B. Unlessindicatedotherwise,removedemolishedmaterialfromsiteinatimelymanner. Dispose
M ofmaterialslegallyoffsite. Donotburnorburymaterialsonsite. T
a
n C. Uponcompletion,cleantheentireareaofdemolitionresiduesatisfactoryforthecontinuationof S
e theWork. Removetemporarywork.
L N C-102
\ 3.05 SCHEDULES
s
r A. Removethefollowingmaterialsfromthesiteanddisposeoflegally. O
e
1. Demolitionmaterials.
s
U C
ENDOFSECTION
\
:
C
G25-004 -ToolesboroFloor
G25-004 -ToolesboroFloor 096500-3 ResilientFlooring
024119-3 SelectiveStructureDemolition Repair
Repair