ADDENDUM NO. 1 - Sedgwick County

ADDENDUM NO. 1Station 34Sedgwick County Fire District No. 1334 South Main StWichita, KansasRichard B. Kraybill, Architect230 Laura – Suite 105Wichita, KS 67211Voice: 316-263-0721www.kraybillarchitect.comFebruary 20, 2013This Addendum forms a part of the Contract Documents and modifies the original BiddingDocuments dated October 19, 2012 as noted below. Acknowledge receipt of this Addendum inthe space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.This Addendum narrative consists of five pages plus six attachments (see attachments indexbelow).A scanned copy of the pre-bid sign-in sheet is available at:http://www.sedgwickcounty.org/Purchasing/planholder/13-0002pbsi.pdfA scanned copy of the planholders’ list is available at:http://www.sedgwickcounty.org/Purchasing/planholder/13-0002PH.pdfAttachments Index:Approved NOISheet L1 RevSheet L2 RevSheet S1.3 RevSheet S2.1 RevSheet M1.1 RevBidders questions and comments are included in italics above applicable answers. Not allitems have corresponding questions.Reminder:Bids will be received by Sedgwick County until 1:45PM CST, Tuesday, February 26, 2013.See "Invitation for Bids" and “Instructions to Bidders” in the project manual for more details.Bid #13-0002 A1-1 RBK #1204

CHANGES TO SPECIFICATIONS:Item Sheet ChangeSheet S2.1 calls for Other Interior Floor Slabs: 3,000psiconcrete, Specifications sheet 03 30 00-5 calls for Interior FloorSlabs on Grade to be 3,500psi. Please clarify for pricing 3,000 to3,500psi price range is different. I think with 517lb of concrete inthe mix design would make the 3,000psi actually a 3,500psi mix.1. 03 30 00 2.04 C Replace paragraph with the following:UsageCementTypeCementContent(Min.)Slump(Max. in.)Water /CementRatioStrength28 daymin.Footings &foundationsInterior slabs ongradeColumns, walls,elevated floorslabsExt. slabs ongrades andapparatus bayfloorsI or II 470 lb/cu. yd. 4 .50 lb/lb 3000I or II 470 lb/cu. yd. 5 .50 lb/lb 3000I or II 564 lb/cu. yd. 4 .44 lb/lb 4000I or II 564 lb/cu. yd. 4 .45 lb/lb 40002. 03 30 00 2.04 D Replace “517 lb/cu yd” with “470 lb/cu yd”.3. 04 20 00 2.02 E Replace paragraph: Mortar color shall be 10X Lt. Buff bySolomon Colors or equal.4. 08 71 00 3.03 B Set No 9: Door 130-1 shall have a Rockwood 440-US32 floormounteddoor stop in lieu of the 409-US32 wall-mounted stop.5. 09 99 00 1.02 A The following face brick colors by Acme are approved:Buff: Glacier WhiteBrown: Mushroom BrownDark Brown: EbonyThe following face brick colors by Lakewood are approved:Buff: “S” White GrainBrown: Dark GrainDark Brown: Graphite GrainThe following face brick colors by Interstate are approved:Buff: Arctic WhiteBrown: CedarDark Brown: EbonyReplace the following face brick color by Cloud Ceramics:Buff: Light Ivory in lieu of CoronadoRBK #1204 A1-2 Bid #13-0002

In the specifications 09 99 00-4, L. Stained, polished, sealedConcrete Floor, Should this be integral colored concrete, if sospecify how many pounds of color to cement ratio is required.6. 09 99 00 1.03 L This is an integrally-colored mix. Per Solomon, color asspecified is 25lbs of color added to 4 cubic yards of concrete.7. 09 99 00 1.03 N The following ground face block colors by Raystone areapproved:GFB1: Black RubyGFB2: Tumbleweed8. 09 99 00 1.03 N The following ground face block colors by Featherlight areapproved:GFB1: OnyxGFB2: MojaveCan you give me the measurements of the Building ID Letters?They are listed in the Signage specs under 2.02 Building ID andshown on G100 but not described on A200 Exterior Elevations.9. 10 14 00 2.02 A See Monument Sign on Sheet SP100 for building identificationsignage.What is the required method for producing the logo on the roomsigns? Will it be screen printed, printed full color vinyl decal orengraved and paint filled? Or other process?10. 10 14 00 2.03 The Fire District’s logo may be a sub-surface color vinyl decal.11. 23 00 10 Paragraph 32 PLUMBING FIXTURESP-8 SINK:Revise as follows: Elkay ELUH-3120 31-1/4" x 20-1/2","Lustertone", 18 ga. double compartment UNDERMOUNTstainless steel sink with (1) 14" x 18" x 9-7/8" bowl and (1) 13-1/2" x 16" x 7-7/8"bowl.P-17 SINK:Delete the fixture specification in its entirety and replace with thefollowing: Elkay ELUHAD-3120 31-1/4" x 20-1/2" x 4-1/2" d,"Lustertone", 18 ga. double compartment UNDERMOUNTstainless steel sink with (1) 14" x 18" bowl and (1) 13-1/2" x 16"bowl. Furnish Delta #4380-DST single lever (3 hole) mixingfaucet with 9-1/2" "high arc" swing gooseneck spout with aerator,and hose with spray; In-Sink-Erator “Evolution Compact” 3/4H.P, 115/60/1, garbage disposer, (maximum 8" diameter), with(2) grind stages; (1) Dearborn #18T stainless steel basketstrainer with tailpiece; (2) traps (with separate wasteconnections) and supplies with stops as previously specified.Furnish and install (2) hot water stops in cabinet and connect hotwater to dishwasher (furnished by others) and waste to disposalbody with waste hose "looped" up to bottom of counter topbetween garbage disposer connection and dishwasherconnection. Mechanical Contractor to furnish specified sink anddeliver to the solid surface contractor for factory fabrication intothe counter top.Bid #13-0002 A1-3 RBK #1204

CHANGES TO DRAWINGS:Item Sheet ChangeFor the “Sedgwick County Fire District No. 1” project that bids onFriday, the plans for the waterline are calling for a 12”x12”Tapping Sleeve with a 12” Gate Valve and a 12”x8” Reducer.Could we install a 12”x8” Tapping Sleeve with an 8” Gate Valveinstead?1. C4 12" x 8" Tapping Sleeve with an 8" Gate Valve is acceptable.All components and construction shall be per City of HaysvilleStandards for Waterline Construction.2. C5 See attached Notice of Intent. Note the attached conditions onthe last page of the document.On sheets L1 & L2 of the plans along the east between theexisting fence and concrete pavement running north to southshows what appears to be a storm drainage system with curbinlets and possible area inlets and the line at the north propertyline heads west to west property line. Sheet C4 Site Utility Plandoes not show this, please clarify the intent.3. L1 & L2 See enclosed replacement Sheets L1 & L2. These originalsheets indicated an old storm sewer design that is not in thiscontract.Is the field tile in showers 6x6 in size?4. A400 Field tile (CT1) is 6x6 in the showers and the kitchen.In RR's, does the ct stop at inside of shower or does it wrap tothe outside?5. A400/A401 Ceramic wall tile and base terminates inside the showerenclosure.In RR 128, does just the shower get ceramic or does the wholefloor get ceramic w/ct cove base?6. A600 RR 128 does receive ceramic tile and base throughout – CT4per 09 99 00. Only the shower receives ceramic tile on the wall.7. S1.3 See enclosed revision sheet for placement and reinforcingrequirements at openings in the south wall of Rm 125.8. S2.1 See enclosed revision sheet for revised Lintel Schedule.9. M1.1 Add Fire Dampers in the (2) 14" round duct penetrations of the firerated wall between Rooms 129 & 130 as shown on the attacheddrawing. Fire dampers mounted in fire rated wall penetrations shallhave 1-1/2 hour Static rating conforming to NFPA Bulletin 90A andshall bear the U.L. Install in accordance with the SMACNA "FireDamper and Heat Stop Guide for Air Handling Systems." LowVelocity fire dampers shall be factory installed in a 12" long 20 ga.galvanized steel sleeve with factory spot welded seams forattachment to the ductwork. Damper Sleeves shall be secured in thewall with full perimeter 1-1/2", 20 ga. angles, fastened to the sleevewith screws on 12" centers. Provide factory fabricated and insulatedaccess doors and install in the ductwork as required to service thedampers. Access doors shall be a minimum of 12" x 12" exceptwhere duct size prevents it in which case they shall be 6" x 12".RBK #1204 A1-4 Bid #13-0002

10. M1.1 Revise the location of the engine exhaust system track andassociated duct connection as shown on the attached drawing.11. E1.1 Light Fixture Schedule: Replace Fixture D1 with the following:Delray #ST44228-(2)411-(1)SPF-(1)SRB with (2) 28T5/841lamps. Coordinate exact placement with architect prior to roughin.12. E1.2 Distribution Diagram: Delete “Future 3” conduit only” betweenpanels E2 and E3.13. E1.3 FACP in Rm 103: Connect sprinkler flow and tamper valves tothe fire alarm control panel. Valves are located in Rm 104.14. E2.1 Control Center Layout: Bay lights shall be labeled “East” and“West” in lieu of “North” and “South”.15. E2.1 Power Plan: E.C. to provide and install a 30A 120V cord reel inthe left-rear portion of the south-east vehicle bay. Verifyplacement with Architect prior to rough-in. Same requirementsas Special Outlet #1 except 30A 120V. Branch circuit fromPanel E1.16. E2.1 See revision to Sheet S1.3 in this addendum for placementrequirements for power panels M1, E1 and the ATS at the southwall of Rm 125 (Apparatus Bay).17. E3.1 Low voltage switches on south wall, east of the control panelshall be re-located to the north wall, east of alcove 121.18. E4.1 Mechanical Power Plan: Mechanical control wiring by E.C. Referto mechanical plans and specifications for requirements.SUBSTITUTION REQUESTS:1. 03 30 00 2.01 N Spec Rez by SpecChem is an approved liquid membrane curingcompound.2. 07 21 00 2.01 A Certifoam 25SE is an approved extruded styrene board for thisproject.3. 08 41 00 1.06 A Arcadia is an approved manufacturer of aluminum-framedentrances and storefronts.4. 08 51 00 1.04 A Arcadia and Peerless are approved manufacturers of aluminumwindows.5. E1.2 No substitutions allowed for specified Emergency Generator.End of AddendumBid #13-0002 A1-5 RBK #1204

Fire Station 34Sedgwick County Fire Dist. No. 1Addendum No. 1 AttachmentansasNOTICE OF INTENT (N01)For Authorization to Discharge Stormwater Runoff from Construction ActivitiesIn accordance with the Kansas Water Pollution Control General PermitUnder the National Pollutant Discharge Elimination System (NPDES)Submission of this Notice of Intent constitutes notice that the party identified in Section I of this form requests authorization for coverage under the KansasWater Pollution Control general permit, or KDHE issued successor permits, issued for stormwater runoff from construction activities in the State ofKansas. Becoming a pemittee obligates the discharger so comply with the terms and conditions of the general permit. Completion of this NOI does notprovide automatic coverage under the general permit. Coverage is provided and discharge permitted when the Kansas Department of Health andEnvironment (KOHE) authorizes the discharge of stormwater runoff from the construction activities identified on The NO! and. supportingdocumentation. A signed and dated copy of the first page of the NOT indicating the Authorization will be provided to the owner or operator, or allthree pages for Conditional Authorizations. Upon authorization of the construction activity discharge, a Kansas permit number and a Federal permitnumber will be assigned to she construction project. A complete request for Authorization for coverage under the general permit must be submittedor the request will not be processed (see listing on Page 3 of this NOD.. KDHE will notify owners or operators whose Notice of Intent (NOT) andsupporting documentation for Authorization of stormwater runoff associated with construction activities are incomplete, deficient, or denied.Please Print or Type.I. OWNER OR OPERATOR ADDRESS, BILLING, CONTACT St RECORDS LOCATION INFORMATIONA. Owner or operatorC. Contact Name: Rob Lawrence'Company Name: Sedgwick County Fire District No. 1s Name:Company Name: Sg. Co. Facility Project ServicesSOwner e or d Operator's g w Phone: 316.660.3473Contact Phone: 316.660.9865i c k538 N. MainMailing Address: 7750 N. Wild West DriveMailing Address:C o unct yCity: Wichita s t a t e : KS zip: 67203FiiE-mail Address (optional):rteB. Billing Contact Name:Dyi sD. Address where records mill be kept (if not on-site):tBilling : r Contact i Address (if different):Records Address:c tPCity: S t a t e : KS Zip:City: S t a t e : Zip:NSITEoaINFORMATIONA . rB. LEGAL SITE DESCRIPTION:. 1k334 N. Main StreetSite Address:PQTR of Q T R of! QTR 3 Section; 2Cr-City: i Haysville S t a t e : KSZip: 67060Township: 28 Soot (Nearest City to Project) SCounty:e d g v v i c kuLatitude: 37-34-089 7j, Longitude: - 2 1 - 0 6For Officiale yUse Only:th;Deg. Mitt, Sec.Deg. Min. Sec.1Receivedc s RECEIVED•Amount Paid: 4 tt b Anthorized: A Y ; 0 Nt tFN.Is Authorization Conditional? Y ; 0 Nha NOV1. 920120of yes, see page 3 of NO' for conditions)iWmee: i BUREAU OF WATERS KC SDate:1A.Initials: --t9Check No.: —Li 4111 .•i_g/iyAlb1DReview!,F zSecretary. D Kansas Department of Health and EnvironmentNoSend . completed : 3 page NOT form With original signatureand all1appropriate 6 submittals (see page 3 of NOI) to:- 7Kansas Department of Health and EnvironmentBureau S of 1Water, Industrial Programs Section1000 tSW Jackson. Suite 4204Topeka, a KS 66612-13677tEffective i March 2, 2012on3.i2KS Permit pNo.: s p t RL4 b o 5i ' F e d e r a l Pemtit No.: K 5 g I b n 5 3./NOT for Discharge of Stonnwater Runoff from Construction Activities P a l l e I of 3DateNote: A copy of the permit can be obtained at: www.hdheks.govistonnwateror by submitting a written request to KDHE,,,KDHE Contact Information:Phone: (785) 296-5545E-mail: stomrwater@kdbeks.gov

Fire Station 34Sedgwick County Fire Dist. No. 1Addendum No. 1 AttachmentProject Nome: Sedgwick County Fire District No.1 - Station 34NClIicc of Intent (NOllC. EXISTll"G CONDlTlOl"slUSES! ., Is

Fire Station 34Sedgwick County Fire Dist. No. 1Addendum No. 1 AttachmentP",j't'l Name: Sedgwick County Fire District No, 1 - Station 34Notice annle))t (NOn;:\, Pn.l"ide a sunlln!lT)' of (he sequence of major setil disturbing a~livitic s and the corresponding erosion control mC;lsurcs or BMPs.4) Provide the nUll\t and Lict:llSC 01' CCI1ificatioll Number of the cnginl!cr. gcologist, architect, landscape architccr, or CCJ1ificd Professional infit'Osion .md Sediment Control (CPESC) under which the con:;lruction slonnwater pollution prevention plan has been developed.III. ANNUAL FEEMike Stump, PE 15629 EngineerNOllie License or Cel1ificution Numher Profession or Field (Engineer, An::hitccr, etc.)Euclose a cheCk for the first )'e.1r of the annual permit fee sp~cifj ed in K.A.R. 28-16-56 et seq. as amended. IVlake the check payable to"KOHE". Per K.kR. 28·16~56, as a mended, the curren( annual permit fee ror this general permit is $60. An invoice fOl'the annual permitfcc wi ll be sent to the contact per!'oll n:quc!>tin8 a pennit until !,uch l im~ as the penni nee l'Iubmits a Notice of Tt'rm.inatinn (NOT).F;\ilure to p"y the anuual fcc will re,~u h ill terminmion of the constnlction :-;tormwatcr discharge Authorization.IV.OWNER OR OPERATOR CERTIFICATIONSI, the undersigned, CCI1ify thal H Siormwnter Pollution Pre-vention PIno (SWP2 Plan) will be or has been developed for the construction :-;ilcdescribed in thi l'l NOI alld !'upporling documentatillli. J further certify that the plan will be implemented ;u the tim!.' conslrllclion begin.~, ::l.Ild. asrcqui fl.'d by \.hc NPDES gellt!ral permit for Storlllwatc r Runnfr from Construct ion Activit}', v.i ll revis!! Ihe SWP2 pl"n if necess

Project: S C -FE> fiI 0 , ) -:5 it1L.'\ 3 LjAuthorization Date and Signature: I ~fd 2---' ~7~ /-h-

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~inle~125!li39IRRIGATION NOTES:1. All Irrigation work Is to be Installed in compliance with alllocal codes and regulations.2. Irrigation Contractor sholl design system so turf heads areon separate zones from shrub spray heads.""

Fire Station 34Sedgwick County Fire Dist. No. 1Addendum No. 1 AttachmentCLIENT Kraybill ArchitectPROJECT Sedgwick County Fire Station #34LOCATION Haysville.KS NO 12-076SUBJECT Addendum #1 BY KR CK JLDATE 2/11/13 PG 1 OF 2":..t­.1L1F ~"co1C:nL1BREVISED KEYED PLAN NOTES. SHEET S1.3:ooCDoCDProvide Horizontal and Diagonal Joist Bridging asShown on Framing Plans and per SJI Specifications.Design Roof Joists for a Net Wind Uplift Load of 15psf. Provide a Single Row of Horizontal Bridging at theFirst Bottom Chord Panel Point at Each End of RoofJoist.Mounting Hook. See Architectural for Location andDetails. Provide Bracing Above Ceiling per Detail 7-S4.2.Metal Deck Type 1. See General Notes.HSS8x4xi. Elevation Top at 109-4Brace Top of Masonry Wall per Detail 18-S4.2 EachSide of Roof 0 ening.Provide 24" Minimum Between Control Joint at Faceof Perpendicular Wall or Door Opening andElectrical Panel Opening as Applicable.Provide 16" Minimum Between Centerline of JoistBearing and Jamb of Electrical Panel Opening.Provide 32" Minimum Between Electrical Panel Openingand Fire Extinguisher Cabinet Opening or DoorOpening. as Applicable.Provide One Lintel L 1 D Above Two Adjacent ElectricalPanels. Maximum Opening 4'-0".PARTIAL REVISED ROOF FRAMING PLANSheet S1.31/8" = 1'-0"

Fire Station 34Sedgwick County Fire Dist. No. 1Addendum No. 1 AttachmentCLIENT Kraybill ArchitectPROJECT Sedgwick County Fire Station #34LOCATION Haysville, KS NO 12-076SUBJECT Addendum #1 BY KR CK JLDATE 2/11/13 PG 2 OF 2~1]tSee LintelSchedulet Note 601 ~~~wtCenter PlateBelow Beam~~ ttt.T)lJ;2e A T)lJ;2e B T)lJ;2e C T)lJ;2e D T)lJ;2e E T)lJ;2e F 4MEMBERS TYPE REMARKS24" Deep Bond Beam with 4-#5 Cont. G 6NEW LINTEL SCHEDULE REMARKS:See Detail 3-S2.1 for additional notes and information.~-- Knock-out or Low WebBond Beam Block Units,Top 2 Courses of Lintel.~= ...... £o en ='==I 00• () cN 0~Lintel, See Planand ScheduleU-shaped Bond BeamBlock Units, BottomCourse of Lintel4-#5 Continuous2-Top, 2-BottomGrout bond beam lintel solid for 24" depthin one monolithic placement.Provide horizontal joint reinf. at each coursein bond beam lintel (8" o.c.)Provide 24" bearing length on solid groutedcores at each end of lintel.BOND BEAM LINTELNew Detail Sheet S2.1

Mechanical Consultants~236 lAURA WICHITA, KANSAS 67211 ~~16i265-5301 FAX 265-8413 engrs@mciks,comFire Station 34Sedgwick County Fire Dist. No. 1Addendum No. 1 AttachmentSHEET M1.1 REVISIONS,K VENT16,8 BRICK VENTo 0+". CA INTAKE W/12- LONFLEX DUCT 0 RTHCONNECTION (TVP)o16x8H-l4FF APPARATUS BAYS125WORK RM130EXPOSED SPIRALDUCT AT BTMOF JOISTS12~C12,6 t200EXPODUCTJOISTW/DLrIi:i - - - - - l",;.l - t--j!-~¥!k+P79l1-tJ)'HANG II 45'14'-0" AFFME11Q1 C12,6200JIII:1HANG II 45'14'-0" AFFFURNISH II INSTAll FIRE DAMPERS II'--..l.llACCESS DOORS IN (2)14"' DUCTS ATl-HR WALl PENETRAllONoBUNK RM129A12,12-4320REST OOM=22I"~ FLUE UP TO'LASH I< FLUE:AP4"~ FLUE UP TOFLASH I< FLUECAP~1I45'16"~ UP TO EF-lON ROOF CURBo •_-'~_V"~ SPIRAL ON TO ENGINEEXHAUST SYSTEMCONNECTION4". FLUE UP TOFLASH I< FLUECAP WOMEN'SSHOWER11112,12 UP TO[JJ EF-IEF-2 ON ROOFON ROOF CURBrIIRR- "~T ~OIIIIIIFIRE DAMPERS REVISIONENGINE EXHAUST SYSTEM REVISION