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Home My WebLink AboutApplication w/Addendums DOCKET NO. 0 9t)~()e){) 6fI'/(;, TAC DATE RECEIVED: For Department Use Only \~7jp " efs".> /~' A::<:t f' \ .",~ ^V ...~ Property Information " .. . ... .. . .... .. .. II .. . .. .. .. oil . .. .. .. . . .. .. . ... .-. .. . . . t.. . .. 1-.. . . . . . . . .. I- . .. .... f I- .. . I- . I- .. . . .... .. . . , . ~,.,.... .~~ .. Parcel 10": 16-1~~30-01-05-002.000 and 16-10-19-00-009.000 Area (acres): <::s Property Address: 520 East Main Street Zoning District: SU Overlay District (If applicable): Legal Description: To be typewritten separately. . Please attach 8 separate list for projects with muiliple parcels. /."J't!jt?;,-'ljlY4;.~ ~,;p- or C"/i'-4- t ~.:':/-'-yz.. "v-, ~ {J!; ~~, ~ ~{ ~~ Ii,' <, ; ~,~ j,'(l,;1., '" ~ ~\ '":_~' . _.i,~~: ;'. ,$ en. "y::':">~. ,,~.-/~~~~ '!.~""(~';-;"-"';Q ~~.' ~;;"7:%9l Department of Community Services TECHNICAL ADVISORY COMMITTEE APPLICATION & PROCEDURES Fee: $270.00 ,.- Attorney Information Name: Address: Phone: Email Address: .. 1-......... ill.. "" I ill...... II... I....... I" ill I" .. ...... '... ............... 1-......... "' . 'II" 1'..."....". I............... ..... Fax: Engineer Information .. .41 .. 1-" .. .. . .. .... .. .... . .. . .... . .. .. .. .. . ... .... .. .. . .. .. ... .. . ..... . .. ... .. .... .. . .... .. .. .... .. . .. 1-.. .. . . . .'.. .. .. .. . ... 1-.. .. I- .. .. I- Name: FAnning/Howey Associates, Inc. Address: 9025 North River Road, Suite 200, Indianapolis, IN 46240 317.848.0966 Phone: Email Address: acradler@fhaLcom Fax: 317.848.0966 Owner Info rmatio n .. .. .. .. . .. .. , .. .. . .. . t .. . . .. .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. . .. .. . .. .. .. .. . .. . . I .. . .. .. .. ... .. .. I- ,. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. - . .. . .. I .. . Name: Carmel Clay Schools Address: 5201 East Bist Street, Carmel, IN 46033 Phone Email Address: Day: 317,815.3962 rfarrand@ccs.k12.in.LJs Evening: Project Description .. .. .. .. . . .. t- It .. .. .. .. . . . .. .. ... .. .. .. .. I- .. .. .. .. .. . . .. .. .. .. . .. II .. . .. .. .. .. I .... .. I. . . I . --.. . . . , . . .. .. . " . .. . . . . . .. . . . ... Please include a brief summary/llistory of the project: Project indluces 2,200 SF support building for tennis center, re"surface of tennis courts, addition of accessible seating platform at stadium and minor interior renovation. I, hereby swear that I am the owner/contract purchaser of property involved in this application and that the foregoing signatures. statements and answers herein contained and the information herewith submitted are in ail respects true and correct to tr,B best of my knowledQe and belief. I, the undersigned, authorize the applicOlntlo act on my behalf with regard \0 Ihls application and subsequent hearings and testimony. Roll'ln E Farrand ,- D'.''''''''''''R''''' F~~".", . , 1 ""'<"",-f'lc;.rnF'_l'otlr,;nd.Jr_,I:oLJtl,,,,,<::,,'__IOI,,~~ooI". --'~, cu~~..,-,1lt...." -oJ Tr....p=--'.1iu.-,. ""...;t~';"",,"I;:;-~" ~_h, ,"- ! FL<>.PL-" l.>Qle~'O\r~ t.m'G"G'r&{lt')I"~;lacu..~I"rrri "":7-'l1,"onlhbdOl'.::tJ""'" C:",,-2""'~C-'" HIM ~~.~~ .,.!.l:>O' Date: April 26, 2007 Signature at Owner: Jr. (Printed Name) RoLlin E. F'arrand, Jr. 1 of 2 S:\FORtvlS\PC Applicalions . currenl\2007 po applioations\T AC only 2007.doc revised: 12/29/2006 .Il I.: i; -: -~i :j I I I I 'j I ; ~ i r I I I '! t. ADD END U M NO. 1 200J Improvements, Carmel High School ProjectNe. 2068,14.0:0, 20.6097,00, 2061 Q1.QO, 2,07010.00 HIr;rIrirrff~rr) ~~;.,&.~ u'tb~) Index of Contents / .-,r ~'~""I ,".r Adcjendum No.1, 23 items., Ei.:pages Section 00003 - Table of Content's (Book 2) Addendum DraWings G1, G2, 81, A 1,.and A2 Date: March 30, 2007 I hereby certify that'this Addendum was prepared ,by me,br ur:1der my direct supervision and that I am a duly rElgistered ArchiteCfJ~n9jneer-under the Laws of the State oJ Io..c:jiana;, FANNING/HOWEY.ASSOCIATES,ING. ARCHITECTS/ENGIN EERSiCONSULT ANTS' ~'ll,,\'iija~lltRDtG/.l': ~'\" . ~ GEElt .....~ #.~ <(;.S...........~.. .,. >.'%. ~. ~"::....(j\gT ~I? .....,. r~~ '::.:::t ..,<<-'() N " ~()\:c..~ :: ,:,<-:1 fl" ,.,:% - ~" ' v~ : .-;;0.. Il!IlII .r _': 3 ~J, 5';:! 44~'8 'j',j( i :. ~, " . ' ,-\)" , ,~ 'S:. \. STAT~.'OF ,'ii' ~ '. fA, .... ," ~ ~,~......:.vD'A~I......~~ iff ~. .i)lC.........~O '\ ~. if",,", " Li l-r" v.......... ##/ 1,7 I \".. ""IIIIIU\\\\ ~,j~~:':.,~,',',"" ~_'''.',='"''',',' ~,'C"~',"'" ," , . {.::' ............,.., " '" " ,9' , . Charles FL Tyler, AlA Indi<ina Registration No. 4438 TO: ALl:. BIGiDEffiSOE RECORD ADDENDUNl NO, 1 to Drawings and Project Manual,.datf.:jd Marc:h'21 ,.2007., for 20071mprovern€l}ts, Camel High School, Ca.rmel Clay Schools; 5201 East 1315t 'Street, Carmel, Indiana; as prepared qy Fanning/Howey Associates, Inc., Indianapolis, In.diana. This Addendum shall hereby be and becorDea part of the CQntrac:t Documents'thesame as if origin.ally 90und theretQ. The following c1arific.?tions, arnen(jments, additjons, revisjons, changes, and modificatiQns cha0ge th,e original. Contract pocumsrfits only ih the,amount and to the extentbereinafterspecified in this Addendum, Each pidd~r shari acknowledge receipt of this Addendum in his proposal br'bid. NOTE: Bidders are responSible for becoming familiar with el/etY item bf Jhis Addendum. (this, :includes rniscellane.ous items"at the ve,ryend of'thisAddenql,Jm;) RE: ALL BIDDERS ITEM NO.1. PROJEGT MANUAL, TABLE €IF CONTENTS A. Book 1, Pag>e 000110"2,. Division 8 and 9: Del('lfe Sectio[1s 081114~ Hgllow Metal Frames, 081614- Fiber!2jlas$ Doors qhd Frame. and.096816'~ Sheet Carpeting. B. Book t, Page 00011 00-2', Division 8- Add Section 0814'16 ~ Plush Wood Doors., C. 6001<1; Page.00011.00-2, Qivision 8: Delete Section 081116 - Aluminum Dobrs D. Book 2; Replace entire Table of Contentswith,.neW Table: of Contents included with Addehdum. ITEMNO. 2. PROJEOT M'I'\NUAl, SECTION 011000 - SUMMARY A. Add paragraph 1.7, E,asfollows: Eo Each Contractor is requirea to. gwvide all emploVees workinq on the, project site witfl Identification BadGes that include the Company name and'emploveename. BadQes shall be larqe enOUGh to be noticeable and readable, .approxirnatelv3" <X 5", Emplovees shalf wear Identification BaaGes ,aLa II times w~en on Scho~1 p!emises. ITEM NO.3 PROJECT MANUALSECT!ON 0173:29- CUTTING AND PA-r:CHfNG A. Add subparagraptl1 ;2, fA, 1, as follows, 1, Cuttinq and patching includes but is not limitedto existinQasphalt pavement, existinq concrete pavement,conw:ite walks, concrete~slabs andexistinQ concrete masonry unit'walls. ITEN! NO.4. PROJECT MtlNUAL, SECTION 02<1- 11.6 - SELECTIVE STRUCTURE DEMOLITION A. Add subparagrapb 3.4, C,.4, as follows: 4. Reinstall ,qrouhd face maSORrV units to finish new, openinq for .coilinq .counter door. Protect qroun dJace masonry units durihQ removal and clean of aiL mortar prior in reinstallation. AddeAdum No, 1 2Q87 tmprQvements, Ga~mel High Scrool Carmel Clay Schools. Pagi9 1 " ITEM NO.5. PflOJECTMANUAL, SECTIG!:J033000 - CAST-IN-PLACE CON~f:\ETE A. Beplace sub,su!)pacagrapn 1.2, A, 1, a, with the following:, a, Stoops, steps, sla'bs, curbs and walks, Be Acid subparagraf?t;) 3.,1 q, 0, 7, as follows: 7, Correct low areas orLJneven surfaces of ejdstinQ concrete slabs where demolition has occurred as required With rcepair toppinQ to achieve smooth -surface for new finishes. ITEM NO, 6. PROJECT MANUALSECTION 062013 - EXTERIOR FINISH CARPENTRY A Paragraph 2.2, B: Delete "[0 fac~oryc:;oa~ed wit~ exterior acrylic latex stain)" from sentence. ITEM NO.7. PROJECT ,MANUAL. SECTION 072100- THERMAL INSOAL TION A. Add subparagraph 2.2, A, 3, as fbllows: 3. Location: Perirneterfoundation wall insulation. ITEM NO. B. PROJECT MANUAL. SECTION OB11'16~ ALUMINUM DOORS. /,:}.. Dejete this~ection in its entirety, ITEM NO.9.. PROJECT MJ:\NUAL. SECTION 0831l3,c;- ACCESS DOOR AND FRAMES ,A. Subparagraph 1.2, A, 1: DeJete "Fire-rated" lro.m begir:mingof sentcr]ce, B,. Replac.e paragraph 2.2, C, with thefpllowing: C. Types 1. Ce"Hin~Access Doors a. Gvpsum wallboard: 5/.8 inch recessed d00rwith'Qypsum head 1) OW-SOlS; ACudot '2lGTR: Cierra 3lModelCT: JL Industries 4'; ROW: Karp 5) L ~CPA: Larsen ,6) AT: Milcor 1) RW:Nvstrom 8) WH-ROW: Williams Bros. g) GAD-DW: Mifab ITEM NO. 10. PROJECT MANUAL, SECtiON 084113 - ALUMINUM-FRAMED. El\iTRANCES AND STOREFRONT FRAMING. A Subparagraf'lQ 1.2, B, 2: Ch.afl9i? "Alul1liilu.m Doors" to "FRP Doors", B. Rer?laGtt'sup S4bpi,Uagrapf] 2.:3" E,2, a and b, With the Jollowing: Addendum No.1 .2QOn\T1provements, Oarmen:ligh .School Carmel.elay Schools Page 2 "8. . "~eqardles5 of frame wall thiekness. all frames shall be fabricated with minimum 12-qaUqe solid steel bar reinfor'Cinq, at the door frame head for aHachrnent of closer arms, 'surface ,overhead stoos, and automatic operators, full heiqht reinforcement at the hinqejamb for continuous hinges, and arthestrfke iamb/stop'for exit devicellbc!<sefstrikes, Installer shall demonstrate in the field to the Architect that such reinforcements are included, b. Where aluminum willcon1act dissimilar metals, protect aaairist qalvanic a6tI0n." C. Subparagraph 2,6. 0, 1:, Change "Lig~tBron:le" to "Dark Br0nzea. ITEM NO. 11, PROJECT MANUAL. S~OTION 088000 ~ GLAZI NG A. Paragraph 2.3" C: Ohange"Tinted" to "018ar" at beginning of paragraph and within paragraph. ITEM NO.t2. PR0JEGTMANUAl. SECTION 090520- COLOR/FINISH SCHEDULE A. Paragraphs 2.2, Band C: C;hange Carpet THflcolor to "Entropv. #7233' Deep Blue" at eachlocalioll where indicated. IJEM NO. 13. PROJECT 'MANUAL; SECTION 092116-- GYPSUM BOARD ASSEMBLIES A. Sub subpar?gr~ph t-:2, A, 1, b: Add "whereindicated"at'~nd of sentence. ITEM NO. 14, PS0JECTMANUAL. SECTION 099123-INTER10R PAINTING A. AdO flaragraph~ 35, D and. E as follows, D. -Steel (Ferrous) Substrates: t. AlkvcFSvslem (over shop-applied primer), MPI.INT5,1 W. {Code #5,1i2) a. PrimeCoat Not applicable, b. Intermediate GMf: Interior alkvd matchina topcoat. c. TOPGoat:~nterior alkyd q[oss. 1L MPI #51" 47 or 48 as required 10 corn ply with qloss level specified. 2) Application includes, but is not Ifmitedto: a]" . Hollow Inetal doors,includinQ vis'ion .Iite, kits, frames', door mdllions and astraqals. E. Galvanized-Metal Substrates: 1. . " Instilutional'Low-OdorIVOO Latex System: 'MPIINT 5.3KL (Code #5.32). a. Prime Coat:. Waterborne-galvanized-metal primer. Mpl #1'34. b" Intermediate Coatf Institutionallow:,odorNOC interior latex matchinQloPc0at c. Topcoat: Institutionallow-odorNOG interior latex Q1088. . n . MPI #1"4:7 or 148 as.fequired to complvwith.gloss level specified, 21 Application includes, bulls not limited to: . a} Hollow metafdoors. includinq vision litekils. frames; door mullions. and astraqals: "" . . ,ITEM NO. 1.5. .ADDENDUM DRAWNGS A. Addendum DrawingNqs.,G1, G2,.Sl,A 1 j and A2, indica.ting revisions to theoriginaJdrawingsheetsFare included with and hereby .r:nadea part of thi%'Add,endum. AddenGiumNo, 1 200Tlmprove:rnents, Carmel High SChool Carmel Clay SGh001s . Page 3 ITEM.NO.16' DRAWING SHEErNO.G1.0 and'63.0 1 1 J .-1 :1 .j ); :~i ; I 'i: ! i A. Add thetollowing to llotedt2: "Cracks shown are representational and may-nO! include all locations. Field veritvand obtain Architects' approva!prior to asphaltoverlav.Seetennis Resurfacinq plan,G3.0, fOf moreinlormalion": B. Ohange note #3 to reael "3, New chainlink gate 10 match.height of existing. Modify existing fqbric and adjusl.to.allow for neY" g:atein~ta!.lalion, Galvaf!ize and PVC coat to like' neW conditior,i all bare metal surfaces aod connectors.:' C. Change note #17 to read: "17. Concrete slepsand welded Alum inum. nandra.il eacih side of steps. SeeG 1,0 fQr l.ocation and detail #15, Sht. G4.1 for'Tl}0r~ infoflpation", ITEM NO. 17. DRAWING SH~ET NO.G2.0 A. Reier to Addendum drawid!;(S tor addWbnal informationon'trench cJrajn connection piping, ITEM.NO.18. DRAWING SHEET NO. <S4J A, F}efer ~oAddendum draWings for'revised detail #::15. ITEM NO. 1'9. DRAWING SHEET NO.S1.1 A. On foundation plan, room A1 07, de.taiI7-S1.2 sim., shQuld b.e changed to detail 15,-$1.2. ITEM NO, 20. DRAWINGSHEEJNO.81.2 A Detail t, delete refe[epcelo 7 sim. 13. Detaill ,delete refer.8[lCeto sial;! at sir[l. C, Refer to A<j,d,enguTTl Drawing for detail 1'5. ITEM NO. '21. DRAWING SHEETNO. Al.i A. Door and Fran)e Schedule, Door A 1 O;3~A: Change door. material typetC:l "FRP" rlllieuof "AL"~ Change door type 10 "FRP2"in lieu of. "FGAL2". B, Deta.i13, Ooo.r Ty,pes/Elev?tiQns:' Ohange "FGf\LZ' 'to "FRP2" . C. Refer to Addendum Drawings for new "FRP2" elevation. Addendum NO.1 20Qf-lmprovements.Carmel High Sch,ool Carrm~1 E;lay Sctjools Page 4 ITEM NO...22. .DRAWING SHEET NO. A1.3 A. New ConcessionsArea: ,RepJace note regarqing removing eXIsting emu for newoccdwlth the folloWing'. "Removeexlstinq qroundface masonry units 'asTequirecrfor new coilthq counter door openind and lintel, remoVe in neat manner in orderto retain fiJllsize units for reinstallation.allinlel and~iamb infill. Clean units of mortar Qriorto reinstallation." B. Section' @ Concessions: Add'''Existinq Ground P:ace" to begirmjqg:of note. starlIng "eMU to .match.." at head of coiling counter door, . C. First Flr)or Plah:Add 'the following General Note: Patch and repair any.spray-applied'fireproofinq at strLlcture and deckwithin areas of renovation to match existing.'type and th ickness where theexisiinq is disturbed bv'new work. .ITEM N'O..23. DRAWING SHEET NO. A1 A A. Refer Iq Addendum Drawings f.orrevised Detail 3. END OF ADDENDUM Addendum No.1 200,7 Impn;Jvements. Carmel High School Carmel Clay SCh00ls . Page 5 TABLE OF EONTEN'fS INTRODuct'ORY INFORMATION QOOl:Q1 000105 000110 Proji?ct Title Page Certification Page T able of Contents SPECIFICATIONS DIVISION 22: PLUMBING 220500 220523 220529 220553 220700 2211'13 c2211't6 221119 22131.6 224000 224700. Common Work Resulg; for Plumbing General.Duty Valves for Plumbing Piping Hangers arHJ:Suppo[1s fqr Plumbing Pipingahd Equipment Identification for Plumbing Piping and Equipment Plumbing Insulation Facility Water Distribution PiPing Domestic Water Piping DomesticWater Piping Specialties Sanitary; Waste, and'Vent Piping: System. Plumbing Fixtures Drinking Fountains DIVISiON 23: HEATING, VENTILATING, AND AIR CONDITiONING 230500 230513 230529 :230553 '230593 2307QO 232300 233113 233116 233300 233423 23.3713 233723 2341'00 Common Work Results for HVAC CommOQ Motor Requirernents'for'HV AC Equipment Hangers ana Supports for HVA'C Piping and' Etluipment IdenfifiQatjpnfor HVAP Piping and Equipment Testing, Adjusting, and Balancing Jor HVAC HVAC InsulCltJon Retrigerant .Piping Metal Duels. . Nonmetal Ducts Air Duct Accessories HVAC Power VentilatOrs Diffu~ers. Registers, and Grilles. HVAC Gravity Ventilators P<;lrticulateAir Fijtra~jon DIVISION26: ELECTRICAL 260500 26051'9 260526 260529' 260533 26054'3 260553 Q?0~23 262200 262416 262726 2(3.2813 206104.00 Addendum No. 1 Cornman Work Results fat Electrical Low.VoltageEI~ctricaLPower Conductors and Gaol.es Gl'ol..J/iding and BoMing for EleCtriCal Systems Haljgers and Supports for Electrical Systerlls Raceway and Boxes.for Electrical Systfi:ms Und.ergrOlJnd Ducts ancjRacew,\ys for Electrical Systems Identification for Electrical .Systems' Lighting Control Devices Low-Voltage Transformi'lrs P,:>nelboards Wiring Devices Fl)ses 00003.1 TABLE OF CONTENTS 262~J f:i 262913 265100 265600 Er:1c1osed Switches and CircuitBreakers Enclosed Controllers Interior Lighting E5<1eriorUghting DIVISION 27: ELECTRICALfTECHNOLOGY 270100 270111 270500 270526 :270528 270553 270563 271100 27111~ 27:1.313 271328 27.1333 271515 2715;33 272123 274.;113 275123 Operation and Maintenance of, Communicatiol;1s Systems Demonstration and Train'lng of Commun)cation$ Systems Common Work Results for Communications Gwunding and Bonding for Communications Systems P?thways for Gommunications-Systems I.dentifitatidn 'for Gommunications.S-ystems Comm!:Jnications Systems CI0seoyt Chectlist' CommuDicatior:ls Equipment Room Fitlings COmmUQi9atiol1,S Entr-ance Protection CommunIcations Copper Backbone Cabling Gomml,lnicqt[ons Fiber Opircal B?ckbone Cabling Communications Coaxial Backbone .cabiihg communications COPPE?r HOrizontal C(!bling (yategory 6) Communications Coaxial Horizontal Cabling Pate. Communications Switches andK:VM$,witches Integrated Audio,ancl Video Distribution System (Head End) Educalionallntercommunications and Rrogram Systems DIVISICJN 28: ELEOTRONIOSAFETV AND SECURJTY 280500 28Q513 28311'1 c.ommon'Work ResQlts for Electronic Safety "and Security Con('Judprs and Gab.lesfor Electronic Saf,ety and Security Digital, Aadressable Fir.s Alarm System DIVISION 31: EARTHWORK .311000 312000 Site Cleariflg Earth Moving DIVISION,32: EXTERIOR IMPROVEMENTS 321216 3213;13 3213:73 323113 329200 329300 Asphalt Paving Concr~te P(!ving CQt,lCrete' Paving J.bin! Se,alants Chain Lihk Fences and Gates Turf and Grasses p.tants DIVISION 33: UTILI'TIES 333100 334100 334600 206104.00 Addenclum NO.1 Sanitary Sewer Systems Storm Utility Drainag'e. Piping .'Subdrainage END OF VOLUME 2 TABLEOF CONTENTS 0000312 T ABLE OF CONTENTS l:J RH f\?I:h .~V~ 811.50.EX ;>:1- . '~.' '<0 ' :1:'--= \-~';:-':~f ;~,!) .' SOD HL. .. ,;};a ","' DI51U- BED r :~: ., AREN ' { i'1,}> rn:piBl :l:t\ ~sr '."", ' , 1 ";'~:: . rA3 ' :;~ lJi,j ',I I-K . af1 ~.j;-' ::)'1 I~~I~.,., . *"',l~\,:.h.! :/:'::~:'Vl l.11l.'ilf ...., , C 11. 0 EX:b ;::/: '-"(t I~'-U 11.1fjJ :I: . ~: \i~ill ,l;-J;s M- h-:V=;""QI:" I ,1."V..:.:.1."I.'" 810..00 .~. r r 811,77 EX:!: >"\fti" .c>'~,"" roMi " ~~ ~,t;. '1:';ji.1 81200 C4 ~...---l H1 lUI-i :l: . -'-"-'-'V-'-'-'-' ~._. \11 Ff'..- -,~.h8HXT'-'-'-'-' .. ';'11 ,'~~~~ 'i.i. :il \ 3.0 t..F. 6""SO.UD. p.ve. CONN ECTO. R PIP.EEJ -i';~ 812.00 FF (r kl" ~~~ .i,II.lf I~ I '1',' , ,,:/ 811..77 E. X:l: , SOD ALL · 1"1 il\- DISTURBED L '*,,~f1 Rl 110 , I !i\ AREAS .:' .'.::; .R\I:b ~\'" 11\\ 1/ r-A1 A6 ~'~~ 811..10 EXi. ..::~! nl 1/ . l:i',I~"~:" "'--- H R 1R41 RIM:!: "t,,;j '\ii!l/BIFF2,OO 5~.'~::_,";~ 'i.... ~ ---l Rl 70;1:1: :b nl . <, .. .f '\ ' . " .'!: , Tf':RIRIM 1 ,"" ....."e ~:I:-k.'.'.'.'.'.'.':.'...'.'\ .'.f '.\~\.Y ~ .~- -~:1~' ~: ~1~1i~I'!Xt C:t: ,";,~ \\ 1-' ., ~ Ig.l~151'~t, O:~.'~..~ / .~~~~&- I II /...,,-; :i --"""',.......,j 811 1>4.1::1: ',;;t \~ . ,'/' L~l!i etl.52 EX:J: . , ..: .1'91/ ~;"~A:\:*~'~~~~[; ~;;:;;~ '8o~.~.20jIN.l~~ EE ~.IS.TU.R8EDl..~J FR)M TRE.~.C..~. D.RAIN T.D EKiST.ING...... [ RAI.G~AGM'~I:'I:'\ ~t~ \ AR8:\S' ..~ ,;i SnUCTURE. SLOPE PIPQ 1 % MAL G =>OUT @ 1 \-i-.~ ~~ Ii.. .... ARQUND PIPE SOLID A S ~UC1"URE, ~'ll I . \ ~~:- ,,....V~'cI_N ~~ ~CJ t?~. " I ~~ \ ,0>. no. "VW' .~ ~ '>.. - / lr,~ ..L KU.l1{:l: 8lt6i EX I I ~ \ n. .~ '<U 'V '-7> '<'LJI D GR~DING AND UTILITY PLAN I' -20'~' REf. DRAWiNG 'NO, G2:0 DRAWING ADDENDUM ORA WING 'NO. G[ DRAWN BY JBL PROJECT FANNING~HOWEY DATE 3~30-2o.07 '200J IMPROVEMENTS, FOR CARMEL HIGH SCHOOL OA~MEL CL~Y'SCHOOL8 COMM. NO. 206104.00 @2007 FANNING/HOWEY. A?SOC.;:If':lC. n. ......r=!'!...... i' j i j I' I f i I j i 1 \.. SEE: PlAN FOR EXACT NUMBER Of . TROOS AHORIsERS AND r6f'o AND aOTf<>>A E1E.VATlONS. 2. CORE~DRILL CONC, 'STEPs ro R.ECfJVE VEmlq,l SUI'PORr POSlS, srg,wj NON:" METAWC, NONSHRINK GROUT. J. PlACE f-l.\.NDRAlLS IN 4" FROU tllGE OF RETAINiNG WAllS DR 'STEPS. ALL JOINTS TO BE WELDED ANl.lGROUNO SMOOlH "IF"'" r ..~ 0: ~i" ,-,- VERTICAl. POST .SPACED I;} 91 6'-O~ MAX. (TYP.,) ........;..b; :-~ 2" 00. ALUMINUM ROUND PIPE II: .~: ""',i; .~.~jl[CON.C. RETE WALK tJ/' 1/2" DIA. X 12" LONG SMOOJH SlEE!. Dom' 0 .18" O.C.. CREASE }IN[} DOWEl. C,AP I'! BAAsrOPO EACH END - 1/2.7 BfT, EXrAN,?IOI'l JOII-lT W SfMANT' IN TOPl/2" 14 llAR'012~ O.C.tlQlH WAYS 1/2' DlA. X 12" lONG. SMOOTH SlEELDOwELs 0 18~ Q,C.. GREASE .i\i-ID DOWEL CAP W BARSTOP 0 EACH EN.D 1'_0" 15 CONCRE'TE STEP DET AIL N'TS REF. DRAWING NO, G:4,1 DRAWING' ADDENDUM DRAWING NO. &2- DRAWN BY JBL PROJECT FANNING~HOW'EY Oi\.TE 3-30- 2007 2001IMPROVEME~T~ FOR CARMEL HIG~ SCHOOL CARMEL CLAY SCHOOLS C.O~M. NO. 206'104,00 @2oo7FANNING/HOWEY ASSOC., INC. coNe' SlAB QN GRADE ' DOWELS TO MATCH PANEL REINFORCING' (CENTER IN eMU) MASONRY WALL REtNFORCING , (SEE MASONRY PlAN) -'t1.~.. ~:~7-..~.'~ ~~,"_<t :t~~- FINISH FLOOR EL 98'-0;' , Ii , I. I' ; , l ;' .'" '.', " d' ';'" ."' Il , '! TOP REiNFORCING 2#7 coNI: '.. 3 TYP' ,: 'BOrrOM REINFORCING 3#7 CONT. '"' ~ 114 ."{ il " II! :. -.,-j ,,' !/ " .: 'I '.. / ~ " 7~' 7 ~/B~ 7. 3!8~2~ 2' -o~ I- Z w ':::l! c w CCI 25 CONG SLAB ON, G~DE' TOP FOOTING EL9.1" 0" ~, i::l '~ (3 0:-;, a... '0 'I '00 I N WALL FOOliNG AT DEEP'SLAB 3/4~' = 1'-0. REF DRAWING NO S1.2 D~WING A[)QENDUM. D~AWING 71 DRAWN BY' c::Is' fANNING~,HOWEY DATE' 03,29,07 2" RIGID INSULATION PROJEcT 2o()7IMPROV~.ENT9 FqR CARMEL HIGH SCHOOL CARMEL CLAY8CHOOL8 COMM. NO. 20B104.00 @ 2007 FAIIININGjHOWEY "S;;OC., ,INC. PANIC F l i "I, I --"~~,~........~, ~ ,.q- I n z ~ -2: ~ r--- I I") FRP2 FRP REf. DRAWING NO A'.' _DRAWING ADDENDUM DRAWING NO. Al DRAWN BY .{\JC FAN,NIN'G~~HOWEY DA"fE 3/30107 PROJECT 2007 IMP,ROVEMENTS FOR C."'RMEL HIQH SCHOOL 'CARMEL CLAY SCHOOLS COMM. r-lO. , 206104,00 -' @ 2007 FANNING/HOWEY ASsot., INC. REMOVE PORTION Of" GRANDSTANO CONCRETE WAl.i flUSH WI1W LOWEST POIIiTOF WNJ<V/AY AND RiIlUNG . . " 4 J /4" .X 7' GM..y,STta. p.LAtECOmiNOUS ~ I ACRO~~. OPf.NIf'<G W! EXPM'lSIO!,! ANCHORS . . I INTO EXISilNG CONRETE . I I c;';'". NOTn PROVIDE NEW eMU WAll ANO FQUNDA110N Y[Jdl "UNDER ENT1RE U:NGHT . OF AREA Of GRANDSTAND 'WALL REMOVAL eMU wALL AND fOUNDA1l0N SHALl 'STOP 1: J' 4 FROM' CENTER OF :EXISTING STOR~ INLEt ONfACH SIDE OF INLEr, . .- .... EXISTINGGRAN..DSTAND fo RE'WII NEW. HANDICAP SEATlNG PLATfORM AND flAIUNG. illWdlNUM CONSTRUCllON SI~llAR TO PREFABRICATED AllJMINUM i;RANoSr,ijjDS . . EXISllNGFrnCEAND P:OST TO RWlN . ., EXISllNG .GRAVEl TO REIAAIN ffETURN TO ,OR1GNAL CONDm~ AT COMPlEllON I '. . '3 SECTION 1" '" 1"'_"6'; REF DRAWING NO, At.4 ORAWING AI)[)E:NDUM ORA WING NO. A,2-: DRAWN BY ,RS PROJECT FANNING-~~ HOW:EY DATE 3/30/07 2007 IMPROVEMENT.S FOR CARMEL HIGH SCHqOL CARMEL CLAY SCHOOLS CO,~M. tlo. 2061Q4.00 @ 2007 fANNING/HOWf.)' ASSOC.. INe; ;i: jJ< ~.- ADD END U rvl N O. 2 . .. , ~, -' _ 'i J, ...,';"".." ...L.. 2007 Improvements, Carmel High School ~\I . ;.;., ,-'.: Projec1 No, 206014.00, 206097.00, 206101.00, 207010.00 I0"D.:"7;' J\Ji1 '}v Index of Contents Addendum No.2, 24 items, 6 pages Specification Sections 055213 - Pipe and Tube Railings and 221329 - Sanitary Sewerage Pumps Addendum Drawings G3-G5~ P1-P4, M1-M3, E1, E2, T1 Date: April 6, 2007 I hereby certify that this Addendum was prepared by me or under my direct supervision and that I am a duly registered Architect/Engineer under the laws of the State of Indiana. FANNING/HOWEY ASSOCIATES,INC. ARCHITECTS/ENGIN EERS/CONSUlT ANTS 't~,u~~&ggnep" ' .~~,'Ii \1.0BE~.;PJlf~", ;..<'$, x,.S ...>.,.... ! /~ $r~V;..-;;?.:;.\STE;i~.... 6'~ ~~..0 b\I o..\(f'~ !CJ{ 1\10. \ ~l~ ~~ - 44"";'8 '1* E -\' 1..: ~ \ 'STATEOF / j ~ ~r;(ND'A~t-.......A... ~ ~';tTC'HTf€.C:\~,~ :J:'/'16Um'~\'\\\: A,1l S... I' TO: ALL BlODERS OF RECORD ADDENDLJM NO.2 to Drawings and Project Manual, dated March 21,2007, for 2007 Improvements, Camel High School, Carmel Clay Schools, 5201 East 131 st Street, Carmel, Indiana; as prepared by Fanning/Howey Associates, Inc., Indianapolis, Indiana. This Addendum shall hereby be and become a part of the Contract Documents the same as if originally bound thereto. The following clarifications, amendments, additions, revisions, changes, and modifications change the original Contract Documents only in the amount and to the extent hereinafter specified in this Addendum. Each bidder shall acknowledge receipt ot this Addendum in his proposal or bid. NOTE: Bidders are responsible for becoming familiar with every item of this Addendum. RE: ALL BIDDERS ITEM NO.1. PROJ ECT MANUAL, TABLE OF CONTENTS A. Book 1, Page 000110002, Division 5: Add Section 055213 - Pipe and Tube Railings B. Book 2, Page 0000371, Division 22: Add Section 221329 ~ Sanitary Sewerage Pumps ITEM NO.2. NEW PROJECT MANUAL SECTIONS A. New Project Manual Sections 055213 - Pipe and Tube Railings and Section 221329 - Sanitary Sewerage Pumps are included and hereby made a part of this Addendum. ITEM NO.3. PROJECT MANUAL, SECTION 011000 - SUMMARY A. Replace subparagraph 1..6, B, 1, with the following: 1. Only those Toilet Accessories as indicated in the SpeciHcations. ITEM NO 4. PROJECT MANUAL SECTION 011200 - MULTIPLE CONTRACT SUMMARY A. Subparagraph 1.4, B, 1: Change "Project Coordinator" to "General Trades Contractor" within sentence. B. Subparagraph 1.5, C, 1: Add "and after" between "Prior to" and "permanent" at the beginning of the sentence. C. Add sub subparagraph 1.6, A, 1, e and f, as follows: e. QualitvControl Services and payment tor Quality Control SerVices as outlined in Section 014000 and the individual Specification Sections for the Work of this Bid Packaqe. f. All cuttinq and patchinqof existinq surfaces.as required for new site utilitv installation. Existinq areas shall be restored to match the existinq conditions with the same materials. D. Sub subparagraph 1.6, A, 2, b: Add "patchinq" between "including" and "asphalt" in first sentence. Delete "parking lots" from paragraph. Addendum NO.2 2007 Improvements, Carmel High School Carmel Clay Schools Page 1 A- _ .- E. Add sub subparagraph 1.6, A, 2, g, as follows: q. Removal and reinstallation, including concrete foundations, of fence posts along west side of tennis courts at new concrete walk: Fence posts shall complv with Section 323113 and match the existing type an size. F. Add sub subpara'graph 1.7, A, 1, e, as follows: e. Qualitv Control Services and payment for Quality Control SeNicesas outlined if) Section 014000 and the individual Specification Sections for the Work of this Bid Package. G. Subparagraph 1.7. A, 2: Change"Section 321823" to "Section 321216" at the beginning of the sentence. H. Add sub subparagraph 1.7, A,2, d and e as follows: d. Removal and reinstallation of fence fabric at tennis courts. This includes any new fabric required and new gates 'within fence extents. Work shall be in compliance with Section 323113. e. Pavement underdrain and associated work indicated on the Drawings is part of the Scope of Work. I. Subparagraph 1.15, A, 1: Add "and within the Hiqh School buildinq" between "Project Site" and "on". J. Add sub subparagraph 1.15, A, 2, a, as follows: a. Allfencina and fence work to completelV enclose the tennis court areashall be completed at the same date, ITEM NO.5. PROJECT MANUAL. SECTION 014000 ~ QUALITY CONTROL A. Delete paragraph 1.7, A, in its entirety. B. Paragraph 1.7, B: Add "Prime" before "Contractor's" at the beginning of the paragraph. C. Subparagraph 1.7, B, 3: Delete the end of the sentence beginning with "and the Contract Sum. ..." in its entirety. ITEM NO.6. PROJECT MANUAL, SECTION 015000- TEMPORARY FACILITIES AND CONTROLS A. Add second sentence to sub subparagraph 3.2, A, 1, b, as follows: 'Temporary connections must be installed in a manner to protect the connection and any users/spectators attending events at the Football Stadium or removed during those scheduled events." B. Add sub subparagraph '3.2, B, 1, c, as follows: c. Each Contractor is responsible for protection and maintenance of temporary power connections. Temporary connections must be installed in a manner'to protect the connection and any user/spectator attendinq events at the Football Stadium or removed durinQ those scheduled events. C. Subparagraph 3.2, E, 2: Change "addition" to "Buildinq" at beginning of the first sentence. D. Subparagraph 3.2, E, 5: Change "addition" to "Buildinq" at the end of the first sentence. E. Subparagraph 3.2, F, 1: Change "addition" to "Buildinq" at beginning of first sentence. Addendum No.2 2007 Improvements, Carmel High School Carmel Clay Schools Page 2 ,I, ;a' F. Add subparagraph 3.2, F, 5, as foltows: 5. Anv fuel usaqe costs required to maintain temporary heatinq measures shall be pa~d for by the Contractor. The Owner will only pay for water and electricalusaQe extended from the Owner's existino facililiesdurinq the course of construction. G. Add sub subparagraph 3.4, B, 3, b, as follows: b. Provide temporary fencinq enclosure. 6' hioh chain link fence. around tennis buildinq consfructionextents atthe completion of the tennis court resurfacino to protect the construction area from those utilizinqthe tennis courts and football stadium area. ITEM NO.7. PROJECT MANUAL, SECTION 090520 - COLOR/FINISH SCHEDULE A. Paragraph 2:2, B: At all "Wood Trim" notations. change "Paint 4.32" to "Paint 6.32". ITEM NO.8. PROJECT MANUAL, SECTION 101400 - SIGNAGE A. Paragraph 2.4, C: Change "Interior" 10 "Exterior" at beginning of sentence. ITEM NO.9. PROJECT MANUAL, SECTION 133416-GRANDSTANDSANDBLEACHERS A. Add paragraph 3.1, B, as follows; B. A 4 inch thick or.6 inch thick concrete pad below the accessible platform and ramp construction is an acceptable faun-dation/base if recommendedbv and desiqned bv the Manufacturer. ITEM NO. 10. PROJECT MANUAL, SECTION 312000 - EARTH MOVING A. Delete subparagraph 1.2, A, 3, in its entirety. ITEM NO. 11. PROJECT MANUAL, SECTION 333100 - SANITARY SEWER SYSTEMS A. Paragraph 0.1, C.: Delete this paragraph in its entirety. ITEM NO. 12. PROJECT MANUAL, SECTION 272123 DATA COMMUNICATIONS SWITCHES AND KVM SWITCHES. A. Add Article 2.2 to read: 2.2 MPEG-2 ENCODE:R/DECODER 1 . Video Encoder. a. MPEG~2 ISO/13818-1, -2. -3 b. Main Level, Main Profile 4:2:0, SP@ML and MP@Ml c. Adjustable lntrapieture and reference distance (GOP) d. NTSC 29.97fps, 525 lines e. PAL 25 jps.62Slines. PAL-M30fps, 525 lines f. Videoencodinq 1 Mbps to 15 Mbps g. Inputs: Composite. S-Video, Optional SOl Addendum NO.2 2007 Improvements, Carmel High Schoo! Carmel Clay Schools Page 3 h. Closed Caption, Line 21 passthrough .i. Adiustable riD selection 2. Audio Encoder a. MPf:G-1 Laver II ISO/13818-3 b. Stereo.48K Sample Rate, 256K, 284K Data Rate c. Balanced or.unbalanced inputs via mini-iacks 3. Video Decoder a. MPEG-2 ISO/13818-3 b. Main Level. Main Profile/Simple Profile, 4:2:0 and 4:2:2 c. Up to 20 'Mbos, auto-detectinq d. Outputs: Composite, S-Video. Optional SOl e. Adjustable PID selection 4. Audio Dencoder a. MPEG-1 Layer 11150/13818-3 b. MPEG-2 Laver I, Laver II c. Balanced or unbalanced inputs via mini-jacks 5. Ethernet Network a. 10/100' Mbps Ethernet via RJ45,5tatic or DHCP b. Auto sense full/half duplex, UDP. UnicasUMulticasf, Din Serv (OoS) c. Inteqral RoutinQ - Static. RIP 1. RIP 2 6. Maintenance Port a. Serial port lor local maintenance of data transport 7. Control Port a. Serial port for data transport 8. IR Remote Control a. IR Remote Control for local control and configuration 9. Size a. 2.3" Hiqh, 8.75" Wide, 12.5' Deep 10. Basis of Design: a. VBrick 911 Oc4200 & 9110-5200 b. Equal by Winnov or Media Cast B. Add Sub-paragraph 3.4, A, 3 to read: "3. Provide one (1 } VBrick Encoder and Decoder #9110-4200 & 911 Oc5200" ITEM NO. 13. ADDENDUM DRAWINGS A. Addendum Drawing Nos, G3-G5, P1-P4, M 1-M3, E1, E2 and T1, indicating revisions to the original drawing sheets, are included with and hereby made a part of this Addendum. ITEMNQ.14. DRAWINGSHEETNO.GD1.Q A. Change note "Remove top of existing fencepost fooling as required within proposed sidewalk footprint to maintain 4"proposed depth" to read "Followinq removal of chain link fabric as called for by tennis resurfacinq Plan 83:0 remove existinq fence posts and foundations in their entirety and dispose of offsite. " ITEM NO. 15, DRAWING SHEET NO.G1.0 and G3.0 A. Add Note #23 to plan notes to read "Add additional binder and petromat system as required prior to 1- 1/2" overlay. See detail #20. shl. G4.1." B. Add Note #24 to read "Set new post to match existinq prior to 1 -1/2" asphalt overlav as noted on tennis resurlacinq plan sht G30", Addendum NO.2 2007 Improvements, Carmel High School , Carmel Clay Schools PageL! ~. C Add Note #2510rea<f'SawGut 1-1/2" asphalt overlav and existinq asphalt to allow installation of 4" thick sidewalk. See detail #20, sht 84.1 ". D. Refer to Addendutyl Drawings for locations of additional notes. ITEM NO. 16. DRAWING SHEET NO.G4.1 A. Refer to Addendum Drawings for additional Detail #20. ITEM NO. 17. DRAWING SHEET NO. P2.1 A. Refer to Addendum Drawing for piping revisions. B. Add the following General Note to the Plumbing Floor Plan: "All pipinq shall be concealed above the finish ceilino within the attic space of the buildinq or within the wall construction." ITEM NO. 18. DRAWING SHEET NO.PSU,1 A. Refer to Addendum Drawing for additional Site sanitary and domestic water service piping. B. Refer 10 Addendum Drawing for sanitary manhole and pipe installation details. ITEM NO. 19. DRAWING SHEET NO.M2.1 A. Revised "TENNIS BUILDING VENTILATION PLAN" and associated notes. See Addendum Drawings. B. Revised "SECTION 1". See Addendum Drawings. ITEM NO. 20. DRAWING SHEET NO.M2.2 A. Ventilation Plan Notes 2 and 4: Add new last sentence as follows: "Balance diffuser for 300 CFM at each location." ITEM NO. 21. DRAWING SHEET NO. E1.1 A. Add Detail No. 4: Refer to Addendum Drawings. ITEM NO. 22. DRAWING SHEETNO. E2.1 A. Plan Notes: 1. Add Plan Note NO.7 to read: "Stub conduit inside of the buildi(]Q up the wall and run above in the structure." . 2. Add Plan Note t,.Jo. 8 to read: "Verifv the exact location 01 Unil HP-1 in the field and run all conduits and wiring below grade back to the buildinQ." B. Panelboard 1 AL 1.: 1. Change Circuit No. 22 to read "SPARE", in lieu of "Overhead Door A 107." 2. Change Circuits Nos. 32 and 34 to 40 amp, 2 pole circuit breakers Addendum NO.2 2007 Improvements, Carmel High School Carmel Clay Schools Page 5 3, Change Circuit No. 36 to a 30 amp, 1 pole circuit breaker and label as "DUPLEX SEWAGE EJECTOR". C. Site Elect~ical Plan: Add a Plan Note No.7 symbol to the conduit shown inside of the existing building Unit B. D. Room A 101: Add two receptacles adjacent to the receptacle shown on the east wall. Center each receptacle under each mirror and wire to circuil no. 1 AL 1-16.. E. Room A 103: For the IWH-2 on the west waH, change "1 AL 1-32, 34, 46" to read "1 AL1-32,34," and change the wire size from "4#10, 3/4"C." to read 3#8.1 #1 O,3/4"C." F. Room A1 07: Delete the overhead door and controls. G. Add a Plan Nole NO.8 symbol at the.HP-1 unit to the north of the building H. Wire the duplex sewage ejector at the exterior to the west of room A 103 to circuit no. 1AL 1-36 with 3#10 wires. ITEM NO. 23. DRAW ING'SHEET NO. E2.2 A. Plan Notes: 1, Add Plan Note No. 11 to read: 'Wire to existinq Pane12GL6. Provide three new 20 amp, 1 pole circuit breakers if necessary." 2. Add Plan Note No. 12 to read: "Mount surface raceway at 44" A. F. F., reler to Detail "4/E1.1" for additional requirements." B. Relocate the sound system rack shown in the southeast corner of the north office to the southeast corner of the south office. C. Refer to Addendum Drawings for changes to the Concession area. ITEM NO. 24. DRAWING SHEET NO,T1.2 A. Provide additional voice, data and video drops as shown on Addendum Drawing. END OF ADDENDUM Addendum No, 2 2007 Improvements, Carmel High Schoo! Carmel Clay Schools Page 6 SECTION 055213 - PI PE AND TUBE RAILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the folloWing: 1. Aluminum pipe and tube railings. 1.3 PERFORMANCE REQUIREMENTS A. General: In engineering railings to withstand structural loads indicated, determine allowable design working stresses of railing malerials based on the following: 1. Aluminum: The lesser of minimum yield strength divided by 1.65 or minimum ultimate tensile strength divided by 1.95. B. Structural Performance: Provide railings capable of withstanding the effects of gravrty loads and the following loads and stresses within limits and under conditions indicated: 1. Handrails: a. Uniform load of 50 Ibl! ft. applied in any direction. b. Concentrated load of 200. Ibf applied in any direction. c. Uniform and concentrated loads need not be assumed to act concurrently. C. Thermal Movements: Provide exterior railings that allow lorthermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure.of connections, and other detrimentaleflects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1. Temperature C:hange (Range): 120 deg F, ambient; 180. deg F, material surfaces. D. Control of Corrosion: Prevent galvanic action and other forms of' corrosion by insulating metals and other materials from direct contact with incompatible materials. 1.4 SUBMITTALS A. Shop Drawings: Include prans, elevations, sections, details, and attachments to other work. 1. For installed products indicated \0 comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. B. Quality Assurance/Control Submittals: 1. Product Data: For the following: a. Manufacturer's product lines of mechanfcally connected railings. b. Grout, anchoring cement, and paint products. 2_ Welding certificates. 1.5 QUALITY ASSURANCE A. Wefding: Qualify procedures and personnel according to the following: 1. AWS D1.2, "Structural Welding Code--Aluminum." 206104.00 Addendum NO.2 055213.1 PIPE AND TUBE RAILINGS 1.6 PROJECT CONDITIONS A. Field Measurer:nents: Verily actual locations 01 walls and other construction contiguous with railings by field measurements before fabrication and indicate m'easurements on Shop Drawings. 1. Established Dimensions: Where field measurements cannot be made wrthout delaying the Work, establish dimensions and proceed with fabricating railings without field measurements. Coordinate wall and other contiguous construction to ensure that actual dimensions correspond to established dimensions. 2. Provide allowance for trimming and Iitting at site. 1.7 COORDINATION AND SCHEDULING A. Coordinate installation of anchorages for railings. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete ins~rls, anchor bolts,. and items with integral anchors, tha1 are to be embedded in concrete or masonry. Deliver such items to Project site in time for instaflation. . B. Schedule installation so wall attachments are made only to completed walls. Do not support railings temporarily by any means that do not satisfy structural performance requirements. PART 2 - PRODUCTS 2.1 METALS, GENERAL A. Metal Surfaces, General: Provide materials with smoothsurlaces, without seam marks, roller marks, rolled trade names, stains, discolorations, or blemishes. B. Brackets, Flanges. ahd Anchors: Cast or formed metal of same type of material and finish as supported rails, unless otherwise indicated. 2.2 ALUMINUM B. C. D, E. F. G. 2.3 A. B. A. Aluminum, General: Provide alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, and with not less than the strength and durability properties of alloy and temper designated below for each aluminum form required. Extruded Bars and Tubing: ASTM B 221, Alloy 6063-TSff52. Extruded Structural Pipe and Round Tubing: ASTM B 429, Alloy 6063-T6. 1. Provide Standard Weight (Schedule 40) pipe, unless otherwise indicated. Drawn Seamless Tubing: ASTM B 210. Alloy 6063-T832. Plate and Sheet: ASTM B 209, Alloy 6061-T6. Die and Hand Forgings: ASTM B 247, Alfoy 6061-T6, Castings: ASTM B 26, Alloy A356.0-T6. FASTENERS General: Provide the 'following: 1. Aluminum Railings: Type 304 stainless-steel fasteners. Fasteners for Anchoring Railings to Other Construction: Select fasteners of type, grade, and class required to produce connections suitable for anchoring railings to other types of construction indicated and capable of withstanding design loads. 206104.00 Addendum No.2 055213-2 PIPE AND TUBE RAILINGS C. Fasteners for!nterconnecting Railing Components: 1. Pr.ovide concealed fasteners for interconnecting railing components and for attaching them to other work, unless otherNise indicated. D. Anchors: Provide cast-in-place, chemical, or torqueocontrolled expansion anchors, fabricated from corrosion-resistant materials with capability to sustain, without failure, a load equal to six times the load imposeo when installed in unit masonry and equal to four times the load Imposed when installed in concrete, as determined by testing per ASTM E 488 conducted by a qualified independent testing agency. E.. Brackets, Flanges, Fittings, and Anchors: End closures, flanges, miscellaneous fittings, and anchors for intercont)ections of pipe and attachment of handrails and guards to other work. Furnish inserts and other anchorage devices for connecting handrails and guards to concrete or masonry work. 2.4 MISCELLANEOUS MATERIALS A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded. 1. For aluminum railings, provide type and alloy as recommended by producer of metal to be welded and as required for color match, strength, and compatibility in fabricated items. B. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187. C. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout compJying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications. D. Anchoring Cement: Factorycpackaged, nonshrink, nonstaining, hydraulic-controlled expansion cement formulation for mixing with water at Project site to create pourable anchoring, patching, and grouting compound: 1. Water-Resistant Product: At exterior locations and where inoicated provide formulation that is resistant to erosion from water exposure without needing protection by a sealer or waterproof coating and that is recommended by manufacturer for exterior use. 2.5 FABRICATION A. General: Fabricate railings to comply with requirements indicated for design, dimensions, member sizes and spacing, details, finish, and anchorage, but not less than that required to support structural loads. B. Assemble railings in the shop to greatest extent possible to minim Ize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Use connections that maintain structural value of joined pieces. C. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch, unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. D. Form work true to line and level with accurate angles and surfaces. E. Fabricate connectionslhat Will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. F. Cut, reinforce, drill, and tap as indicated to receive finish hardware, screws, and similar items. 206104.00 Addendum No.2 055213-3 PIPE AND TUBE RAILINGS G. Connections: Fabricate railings with either welded or nonwelded connections, unless otherwise indicated. H. Welded Connections: Cope components at connections 10 provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings. 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. . 2. Obtain fusion without undercut or overlap. 3. Remove rlux immediately. 4. At exposed connections, finish exposed surfaces smooth and blended so no roughness shows after finishing and welded surface matches contours of adjoining surfaces. I. Nonwelded Connections: Connect members with concealed mechanical fasteners and fittings. Fabricate members and fittings to produce flush, smooth, rigid, hairline join1s. J. Form changes in direction as follows: 1, By bending or by inserting prefabricated elbow fittings. K. Form .simple and compound curves by bending members in jigs to produce uniform curvature for each repetitive configuration required; maintain cross section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of components. L. Close exposed ends of railing members with prefabricated end fittings. M. Provide inserts and other anchorage devices for connecting railings to concrete or masonry work. Fabricate anchorage devices capable of withstanding loads imposed by railings. Coordina1e anchbrage devices with supporting structure. N. For raHing posfs set in concrete, provide steel sleeves no! less than 6 inches long with inside dimensions not less than 1/2 inch greater than outside dimensions of post, with steel plate forming boHomclosure. 2.6 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" 10r recommendations for applying and designatlllg finishes, S', Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Fihished Work; Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variatrons in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast D. Provide exposed fasteners with finish matching appearance, including color and texture, of railings. 2.7 ALUMINUM FINISHES A. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes. B. Mechanical Finish: AA-M12 (Mechanical Finish: nonspecular as fabricated), 206104.0D Addendum No, 2 055213-4 PIPE AND TUBE RAILINGS PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Fit exposed connections together to form tight, hairline joints. B. Perlorm cutting, drilling, and filling required for installing railings. Set railings accurately in location, alignment, and elevation; measured from established lines and levels and free of rack. 1. Do not weld, cut, or abrade surfaces of railing components that have been coated or finished after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting. 2. Set posts plumb within a tolerance of 1/16 inch in 3 feet. 3. Align rails so variations trom level for horizontal members and variations from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet. C. Corrosion Protection: Coat concealed surfaces of aluminum that will be in contact with grout, concrete, masonry, wood, or dissimilar metals, with a heavy coat of bituminous paint. D. Adjust railings before anchoring to ensure matching alignment at abutting joints. E. Fastening to In-Place Construction: Use anchorage devices and fasteners where necessary for securing railings and for properly transferring loads to in-place construction. 3.2 RAILING CONNECTIONS A. Nonwelded Connections: Use mechanical or adhesive joints for permanently connecting railing components. Use wood blocks and padding to prevent damage to railing members and fittings. Seal recessed holes of exposed locking screws using plastic cement filler colored to match finish of railings. B. Welded Connections: Use fully welded joints for permanently connecting railing components. Comply with requirements for welded connections in Part 2 "Fabrication" Article whether welding is performed in the shop or inlhe field. C. Expansion Joints: Install expansion joints at locations indicated but not farther apart than required to accommodate thermal movement. Provide slip-joint internal sleeve extending 2 inches beyond joint on either side, fasten internal sleeve securely to 1 side, and locate joint c within 6 inches of post. 3.3 ANCHORING POSTS A. Form or core-drill holes not less than 5 inches deep and 3/4 inch larger than 00 of post for installing posts in concrete. Clean holes of loose material, insert posts, and fill annular space between post and conerele with anchoring cement, mixed and placed to comply with anchoring materia! manufacturer's written instructions. 1. Exterior Locations: Use anchoring cement. B. Leave anchorage joint exposed; wipe off surplus anchoring material; and leave 1/8-inch buildup, sloped away from post ~.4 ADJUSTING AND CLEANING A. Clean aluminum and stainless steel by washing thoroughly with clean wate, and soap and rinsing with clean water. 206104.00 Addendum No. 2 055213-5 PIPE AND TUBE RAILINGS 3.5 PROTECTION A. Protect finishes of railings from damage during construction period with temporary protective coverings approved by railing manufacturer. Remove protective coverings at time of Substantial Completion. B. Restore finishes damaged during installation and construction period so no evidence remains of correction work. Return items that cannot be refinished in the field to the shop; make required alterations and refinish entire unit, or provide new units. END OF SECTION 055213 206104.00 Addendum No.2 055213-6 . PIPE AND TUBE RAILINGS SECTION 221329 - SANITARY SEWERAGE PUMPS PART 1 " GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Sectfon includes the following sewage pumps and accessories for sanitary drainage piping systems in buildings: 1. Sewage pump basins. 2. Packaged, submersible sewage pump units. 1.3 SUBMITTALS A. Product Data: For each type and size of sewage pump specified. Include certified pertormance curves with operating points ploUed on curves; and rated capacities of selected models, furnished specialties, and accessories. B. Shop Drawings: Diagram power, signal, and control wiring. C. Operation and Maintenance Data: For each sewage pump to include in emergency, operation, and maintenance manuals. 1.4 QUAliTY ASSURANCE A. Product Options: Drawings indicate size, profiles, and dimensional requirements of sewage pumps and are based on the specific system indicated. Refer \0 Division 01 Section "Product Requirements." B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 1.5 DELIVERY, STORAGE, AND HANDLING A. Retain shipping flange protective covers and protective coatings during storage. B. Protect bearings and cbuplings against damage. C. Comply with pump manufacturer's written. rigging instructions for handling. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: ABS, Barnes, Hydromatic, Weil 206104.00 Addendum NO.2 221329- 1 SANITARY SEWERAGE PUMPS 2.2 DUPLEX SEWAGE EJECTOR (DSE-1 AND 2) A. Furnish and install two ASS model SJ4V Scavenger Series submersible sewage ejectors. Each pump shall be of a submersible type with an integral motor and pumping unit. The pumps shall have a .recessed vorfex impeller capable of handling solids laden fluids without clogging. Motors shall be enclosed in a water tight housing of AISI 304 stainless steel filled with dr-electric oil. The motor shari bea NEMA design B with moisture resistant class B insulation rated for 120 deg C. The impeller shall be a Polyamide semi-open Vortex impeller capable ot passing 2 inch spherical solies. Pump shall be fitted with dual seals, with the lower seal made of silicon carbide. Provide seal failure early warning system. The minimum bearing life shaH be 50,000 house at BEP. Provide power cable of suitable length (minimum 30 feel). Also provide a single pipe guide rail system with stainless steel guide pipes, discharge elbow, and upper guide bracket. B. Each pump shall be rated for 30 GPM at a statrc head of 13 feet. Each motor shall be 0.4 h.p., 3-phase, 120 volt, 1750 RPM. Thermal switches shall be provided in each motor and connect to the control panel. ProVIde motor overload protection in control panel. C. Duplex NEMA 4X Electrical Control Panel 1. Components all factory wrred and tested before shipment and including the following items: a. Two magnetic acrosscthe-line motor starters with three overload protection and under voltage release with reset buttons. b. Two disconnect switches/circuit breakers. c. One main through-the-door disconnect, lockable. d. Two test-off-auto selector switches. e. One control transformer and control fuses (control voltage 120 volts). f. One lot of terminals and 120 volt relays and liquid level controls (automatic float balls). g. One high level alarm light. h. One high level horn and silence reset button. i. Two auxiliary'contacts for remote alarm of MS system (high level, seal failure). j. Two green pump "ON" pilot lights. k. One automatic electric alternator. I. Two moisture probe sensor relays. 2. The MBchanical Contractor shall furnish and fnstall a 48" by 8'-0" deep fiberglass basin with antHloatation flange and suitable inrethubbedfitlings, duplex steel basin cover with flush mounted access hatch and cover to be furni!?hed. Cover to be H20 rated. 3. Flanged discharge check valves (non-slam sewage type) equal to Valmataic Model 504 and flanged gate valves to be furnished with pumps and pump basin. 4. Contractor shall furnish all flanged interconnection discharge piping and interconnecting fittings. 5. The pump manufacturer's representative shall inspect pumps and perform initial operation services, make the necessary adjustment to lhe pump system to insure that the pumps are operating properly and instruct the Owner's maintenance staff in the proper care and maintenance of all components. 6. Note: The above control panel will be designed to automatically operate two 0.4 h.p. submersible pumps suitable for operating on 120 volt, 3-phase, electrfc service. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine roughing-in for plumbing piping to verily actual locations of sanitary drainage and vent piping connections before sewage pump installation. 206104.00 Addendum No, 2 221329-2 SANITARY SEWERAGE PUMPS 3.2 INSTALLATION G. H. 3.3 A. B. C. A Excavating, trenching, and backfilling are specified in Division 31 Section "Earth Moving." B. Install sewage pumps according to applicable requirements in HI 1.4. C. Install pumps and arrange 10 provide access for maintenance including removal 01 motors, impellers, couplings. and accessories. D. Set submersible sewage pumps in basin floors. Make direct connections to sanitary drainage piping. E. Install sewage pump basins and connect to drainage and vent piping. Brace interior of basins according to manufacturer's written instructions to prevent distortion or collapse during concrete placement. Set basin cover and fasten to basin top flange. Install cover so top surface is flush with finished floor. F. Construct sewage pump pits and connect to drainage and vent piping. Set pit curb frame recessed in and anchored to concrete. Fasten pit cover to pit curb flange. Install cover so top surface is flush With fil1ished floor. Install packaged, submersible sewage pump units and make direct connections to drainage and vent piping. Support piping so weight of p!ping is not supported by pumps. CONNECTIONS Piping installation requirements are specilied in Division 22 Section "Sanitary Waste and Yent Piping." Drawings indicate general arrangement 01 piping, fittings, and specialties. Install piping adjacent to sewage pumps to allow service and maintenance. Connect sanitary drainage and vent piping to pumps. Install discharge piping equal to or greater than size of pump discharge piping. Install vent piping equal to or greater than size of pump basin vent connection. Refer to Division 22 Section "Sanitary Drainage and Vent Piping." 1. Install check and shutoff valVes on discharge piping from each pump. Install unions on pumps having threaded pipe connections. Install valves same size as connected piping. Refer to Division 22 Section "General-Duly Valves for Plumbing Piping" for general~duty valves for sanitary waste piping. 3.4 STARTUP SERVICE A. Engage a factory-authorized service representative to perform startup service. 1. Complete installation and startup checks according to manufacturer's written instructions. 2. Verify bearing lubrication. 3. Disconnect couplings and check motors for proper direction of rotation. 4. Verify that each pump is free to rotate by hand. If pump is bound or drags, do not operate until cause of trouble is determined and corrected. 5. Yerify that pump controls are correct for required application. B. Start pumps without exceeding safe motor power: 1. Start motors. 2, Open discharge vatves slowly. 3. Check general mechanical operation of pumps and motors, C. Test andadjust controls and safeties. 206104.00 Addendum No.2 221329-3 SANITARY SEWERAGE PUMPS D. Remove and replace damaged and malfunctioning components. 1. Pump Controls: Set pump controls for automatic start, stop, and alarm operation as required for system application. 2. Set field-adjustable switches and circuit-breaker trip ranges as indicated, or jf not indicated, for normal operation. 3.5 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain controls and pumps. Refer to Division 01 Section "Demonstration and Training." END OF SECTION 221329 206104.00 Addendum NO.2 221329-4 SANITARY SEWERAGE PUMPS "i< ~; ~~ ~~ - m ;::;1-_ "d- ~k. f::~. ,:l> ;::~ 0:.,: \", :Q: ~o'",; i:, :~~ . ;~,~' ~-;: -i{~ - ~ ~~~ ,. ~ 2425 j f@SETNEWPOSTTOMAT.CHEXISTINGPRIORT01-1/2"ASPHALT OVERlAY /JS N~I~.!Lo.tL]ENtJlS RESURFACING PLAN SHT. G3.0 . '-_._.-._.-._.~. ,,-.-.-.-.- .-. '--@SAWCUT 1-1/2" ASPHALT OVERLAY AND EXISTING ASPHALT TO , ALLOW INSTALLATION OF 4" THICK SIDEWALK. SEE DErAIL #20, sm, J G4.1 ~-~ LLI-"';' X :\"1 ::J '-'., -== J~' :z ",. ::J _t," Ii .....'. ~ '~\'. 8 ;~ ~ ::.~:~ '~:~':~":::>"f. ~lAN :; 1":",. :.; '. . REF. DRAWING NO. G1.0 DRAWING I' a 3(1'-0' ADDENDUM ORA WING NO. &~ DRAWN BY JBL PROJECT FANNING~HOWEY OATE 4-6-2007 2007 IMPROVEMENTS FOR CARMEL HIGH SCHOOL OARMEL CLAY SCHOOLS COMM. NO. 206104.00 @ 2007 FANNING/HOWEYASSOC,. INC, :l: 811.50 EX '" 11.0 EX'" REF. DRAWING NO. G3.0 DRAWING ADDENDUM DRAWING NO. &4 ~ _,_c__________ "---.-------.-"-.---. 1" ~ 30'-0' DRAWN BY JBl PROJECT fANNING~HOWEY D.-.rr 4- 6- 2007 2007 IMPROVEMENTS FOR CARMEL HIGH SCHOOL CARMEL CLAY SCHOOLS COMId. NO. 206104.00 @ 2007FANNINGjKOWE'r' ASSOC., INC. " /, CONCRETE VARIES SEE PUlNS SAWCUT ASPHALT PRIOR TO CONCRETE INSTAllATION LINE OF EXISTING FENCE POSTS 4" CONCRETE WALK ~ " i. .~ '" ~ 8 ~ -,; ~ 1='"-; CL"<1- w0 o('.J 0~ Z...J 8~ u.. D MIN. <J INSTALL NEW POST TO MATCH EXISTING AND FOOTINGS IN SAME LQCA TION, MAINTAIN .EXISTlNG FENCE ALIGNMENT. ADD NEW POST AND FOOllNGS IN NEW GATE LOCATION SEE G3.0 NEW FOOTING WIDTH SEE DETAIL 12 G4.1 ~ "J ~ ~ 'Ii '" ~ j 8 ! is 20 TENNIS COURT EDGE DET All NTS REF. DRAWING NO. G4.1 DRAWING DRAWN BY JBl PROJECT ADDENDUM DRAWING NO. b5 FANNING~HOWEY DA.TE 4-6-2007 2007 IMPROVEMENTS FOR CARMEL HIGH SCHOOL CARMEL CLAY SCHOOLS COM~. NO. 206104.00 @ 200HANNING/HOWEY ASSOC.. INC. l ~:TE.~:::;;;::;:'hm""_.... .d. on' . , r--1 r I~I . 1 H: .... ',r'J''jr''''':; I I; ~J ' ,..-.,,1 I':" /' I ;) 1 ,..." A10~ I: " ,/ I 'l ' t..~ I "I ~;- ,~'rr I I ,."i1 ", r ' ,..<, t--_J i @-- ~r.ft'<; f-i ~t: @ ~I 4"------1. 1 ,'- .1",'?,~,\~(~,,:\::">'1 :1' 'ff/tt"ffQ"'-'-' -"'d:+' f,'"?.14 jl ,I ~':::~t"i,":""'i"-l"J;">:j " ~ co;;:' A 107 (.:':~ -.-~~~.':-:....:~.~ ~'+0?-~ ~l..d. . I 1 ::3 lJ \ :' J ~,:,H ;i~1 1~1f,~" ',;:.;jr ).!1::1I J I f.:~l . 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E :::-~~ 5"" ~...: ~~ ':x: -......iC u. g o::zo- tLJ 0:: 0 ~~~ ~m:t '" :x: I-~(/) <fl~ ...... ~Cl~"" V> (it 0 .~ . ~ ~ [5 "'''-0:: Nt;:jg_'~ gClO ...i "-'wo ~ V! ,U:::IB lDU-' w z~ ::>.... a. 58~ 0: ~u;"';z ""0::",, 2; w 88g'~ .... ~ c.. "" UJ"" :::I' w (/) ~ w.~-~ I zoz 30 lLJ ~ 50z .::.~o 0 ;c .....0 n:: >- . i!i =" ~ r....Iu..:w .... :x: <t...:' :z ON. ...J: ="<- ::z:::-~w L,). w t;:i'" a.. :z --' a:: ~< g;> ~!< w ::i ...:v! >- w . ~z~ g~ !:t' 0 "'.;:)wu ;c g a... ;::;'1:?~~ . :J. . a:: N> '" 0.. e SEE SHEET PSU.I FOR CONTINUATION I.E. 807.0' . ~~~.MBI~~....f.Q~.N.P~II.9.~...J~.b.~.N. ... ... i/&":'i"~D' REF ORAWJNGNO 'P2,! DRAWING ADDENDUM DRAWING NO. PROJECT PI LLP FANNING'1,%! HOWEY DATE 04/06/2007 2007 IMPROVEMENTS FOR CARMEL HIGH SCHOOL CARMEL. CLAY SCHOOLS COMM. NO, 2061 Q4.00 @ 2007 FANNING/HOWEY ASSOC.. INC. ~ z ~ z () > '=' ;>) "0 ~ '" 0 ... r 0 z 0 c m C) ~ 3: z OJ 0 z Z c ~ (i) ~ z '0 "11 0 ... r :0 " Ig )> ~ ~ z -g Ii) r. Z )0- ~ z ! ,:ffi.~~ :r: ~ ~ ~ N n Do d 0 0 ~ )> ~ J:: '-"" '" ~ 0'" '" , z 0 , .;.. z '- -0 ~ 9 1',) 0 0 0 0 -.) @ '0 ;l) N 2 0 ,., 0 n .... "" ~ z Z o~ '" "- 0)>0 :I: >:00 0 :D3:..... :E 3: _ '" -( mm!\: ~ r-r" :D V> O~O ' 0 r_< r >G)m , z <:J::i: 0 f{cn~ IO-l O::tCP 00"'ll '-00 (/)r:D PLAN NOTES @ 3/4" CW AND 2" WASTE DOWN I 2" VENT AND 1 tf2. VENT UP. ROUTE A 1/2" CW LINE TO FAUCET AND INSTANT WA.TER HEATER THEN A 1/2" HW TO FAUCET. MOUNT INSTANT WATER. HEATER IN ACCESSIBLE LOCATION WITHIN CASEWORK. @ 2u DOMESTIC WATER LINE FROM 8ELOW SLAB. PROVIDE A SHUTOFF VALVE AT 6" A.F.F. AND 2" REDUCED PRESSURE BACKFLOW PREVENTOR ROUTE DRAlN LINE TO NEAREST FLOOR DRAIN. @ 2. WASTE AND 2" VENT UP IN WALL. @ PROVIDE PIPE SLEEVE wHERE PIPES PASS ThROUGH FOUNDATION WALLS. >- ...... .... ~ , e t,.t ~ \ -. , : ~........,~~~ ~ ~ ~ IF! ,. . _.__.....~_._"....'-'-,_......._.,......-".~~. ~'.r-.--i i .<' ~ : ~.,h...L/ /~~ II :..~) tC} l)( 1'lIl1\l1W. C1S. UHf EX ~. CQi.l(SU:; !rATER UHf ! ~fb)''' _, ____.-..A.~....._..n...' .._~~.," _._ .... ..~'.....,_.c. '.n.. ..............-~...-_._.. ./ HfW SAHlTART IWII10lE Q) i i':~~, : ; H ; '/~IOO II Of 3": 1'Ill:SS>JlE IlATEO ,- :'.' rH.. 612.0' ,\~.:.:~~,;~ : 1:; ;.......: : :.J~;~~)- ~.:'tf-...t'u .................v--.. ..............~v."~. , :. ", 1 ..--...........,.............-'. .\::~)!{~@ r~ j )1'\'\ I_~ i .Jit, l ,......0>>-.--1 ",. 'i\i ~ 1; l' -'-II ~~it~~~~~i:~ I ,. ~. ,'-- r:"y .....(~ '., \ (;t ~ L'" i ~-" : ;:.:r+ ;...J... ,.:.:. ,.. ,.. , ....} () II I i Lt.- i.'~'-"""""'-"""" ...-.-.... ; ! ~ I i r I l ~ m-1.........'~-'-:O': I ! f......~."m. !@ EX ~TN1Y lINt ; l , 1 : 1 1 !.n..~.......~..-- ",J__.. I' ~:~ ~ \ .. \.--0/ <..../ Eo: SANITARY lINE <D ......."...---'\ - PLUMBING SITE PLAN PLAN NOTES @ COONECT NEW 2* OOij(STlC W"TE~ 1I1'lt: TO EXlSTlI4C J" SEIlvlCE LINE. FIELD VERIfY EXACT SllE.. LOCATION 1\110 DEPIH Of' E~ISIING P1PI~G. flEFffiENCE OCTAlL 1/P2.1 fOR VALVE BOX AND SHUTOff VAL'Jl:. (2) r1ELO VERIFY EX1STlNC SANITAIlY PlPlNC lOCAnON. SIZE, INVERT UtvATlOI<l AND StOP!:. ill s.E€ SANITARY lWlHOlE AND PIPING TRENCH OCTAlLS IN JlTTACHEO AOOENOULI. o REfERENCE SPECifiCATIONS FOR CUT1I'lG IIND PATCHING or AlL COWCR(1E MlO ASPHALT SURFACES AS' WELL AS RESTORlNC ALL GRASS ARrAS THAT ARE DISTURBED TO INSTAlL NEW WORK. . @ PRQ\IIDE A DUPLEX SEWAGE EJECTOR SYSTEII UKE: AIlS fSJ4V SCAVENCER SERiES; JO CI'M 0 U' TO!! WlTII J" DISCHAllGf. 0;4 liP, 120\1 SINGlE PHAS( (OCH PIIIlPJ WITH ALTERNATlN(; CpNTRl)L PANEL; 4S" OIAllEl(R X 8'-0' Om> BASIN, WITH CAS mO WATER TIGHT BASIN COVER SEE SPECIFICATION s.ECOON 221329 AliO DUPlE~ SEWAGE E,JECTOR PUMP On"'L FOR AOQITlOIW. lNFORWlTlDN. REf DRAWING NO IPSU. I DRAWING ADDENDUM DRAWII';j~ NO, f'3 DRAWN BY llP PROJECT FANNING":rtlHOWEY DATE 4/6/2007 2001 IMPROVEMENTS FOR CARMEL HIGH SCHOOL CARMEL CLAY SCHOOL.S CO"''''. !\IO. #206104.00 @ 2007 fANNING/HOWEY ASSOC.. INC. 18 CIMHII SIIlhE llll , fRltll,llll;O ;ACE 1OWl(~ tw<O 1"""Ill QR __00 oj 1n Iff M. . ffi-[11.. - -fii::::;i1EJ ' -:::11 ::o-fT" n.. JllltS: I. Iil llfOOIlG ll:NJV.l B'IClCru. SIW.l IE I16IIU!O Ill' Ii" 10 12" llIi.N<cw lIfTS. 2. .. _ ~. Ct(NWIC[ SIW.lIlE 'AllMlE!l oil 001 WE 'CI' 1H!: INSIN.UO PlPE. ~NfTARY PVC Fge 'MENCH DETAIL (vAllO AREASI Q t!IIIES: 1.1IlL ElE'OllOOG 11:...... ~ S>v.u. oc INSrNUD'N 6" m 12' 81tM1CEDtFTS. 2. Mag: atAlWa StwJ. II( I'lllMIlEIl ON '00\ 51[)[ /'Jt' ~ IHSTIU((! 'PiPf, SANITARY Pile PIPE: TRENCH OETAIL IUNOER AND W1THIH S' OF PAVEMENTI >lIS G) REF DRAWING NO ,psu.' DRAWING ADDENDUM DRAWING NO. fA- FANNING'\'~HOWEY 'i' .., ~W~PI'C -.:JU: SlES>S ro IlE Nl1l'liOP'JWli CGllW 3.%Q.~~C'SJ _ 1/1." fI:/l F'OOt ~()>( 1I(1IC>....u ~, at cuss "8" alHC. 'of SANITARY MANtfOlE .IS Q IlAMIlU TO !'FE COIIECIlOt rooT;. NCu.OoIG LA TUIAlS. !WoU !I[ '.uxx. III.RA \VoI.OIl~tl)J1lL )' I'\AIP DISOWlCl' ~ IlOOAS )"""" ~ Plll.E .' .....1 LL - 4-0' _ CAlU POoIOl c.au: -. SlSI'E" ~~PlEX SEWAGE EJECTOR PUMP DETAIL G) DRAWN BY LLP PROJECT OATE 4/6/2007 2007 IMPROVEMENTS FOR CARMEL HIGH SCHOOL CARMEL,CLAY SCHOOLS COMM. NO, #206104.00 @ 2007 fANNING/HOWEY ASSOC.. INC. 9 6Xfi .Hffr i Lff~ ir.IDf1tITf{tfttrtIitJ..n~uIftnJ~(~~J~ !':~1 i "~:~!' j_' ';><i L.cjj~ i'~f,~ ro~:n ~ ~ :::j A105 (J:,.. ;:.=.t . j! ""'., . - \ ~~~! \ i . __~n~.:j rl'ij i I i I' ! r....---~ LU .' !: c_>:~~ - ::?~_~;:,mr.::....::.J!k-i:I'!y;;(g[J 13 L11 ~i:iT ijl i> 200 I; :n It' :if >,.' '\ A1 3 \~ <@> 200 iii qi " if!! 200 8~ TENNIS BUILDING VENTILA TION PLAN REF" DRAWING NO M2-01 DIl.I\WING ADDENDUM DRAWING NO. M I 1/8" = 1'-0" DRAWN BY MRG PROJECT DATE 04-06-07 2007 IMPROVEMENTS FOR CARMEL HIGH SCHOOL CARMEL CLAY SCHOOLS FAN:NING"'~HOWEY COMM. NO. 206104.00 @ 2007 FANNING/HOWEY ASSOC., INC. GE 1. COOR WITH 2. COOR (BOT ALL 3. ALL DIME LINED 4. EACH 5. eOOR ARCHI 6. COOR CODE PLAN PLAN NOTES: o ROUTE 18"x16" SUPPLY AIR DUCT DUClWORK UP BETWEEN ROOF TRUSS. <2> ROUTE 20')( 18" RETURN AIR DUCT DUC1WORK UP BETWEEN ROOF TRUSS. o 14"X16" oUTDOOR .AIR THROUGH ROOF. TERMINATE (9 INSULATED 3/8" L1QUIQ AND 1 1/8" SUCTION REFRIGERANT UNES IN 6"~. rve CONDUIT. CONDUIT SHALL BE SEALED AT 80TH ENDS AND LOCATED BELOW GRADE. SLOPE CONDUIT FROM AHU TO EXTERIOR. COORDINATE WITH FOUNDATION AND SLEEVE AS REQUIRED. . 5 16")(16" MOTORIZED OUTDOOR AIR DAMPER. @ ROUTE DUCTWORK THRU TRUSS WORK WEBBING. VEglFY TRUSSWORK CONFIGURATION PRIOR TO STARTING MECHANICAL WORK AND PROVIDE ANY AOomONAL FITTING AND DUCTWORK REQUIRED. (j) MOUNT AIR HANDLER ON ANGLE IRON FRAME FOR BOTTOM RETURN AIR CONNECTION. @ MOUNT HEAT PUMP ON 4" THICK CONCRETE PAD.. COORDINATE LOCATION WITH SITE PLAN. 12"X12" EXHAUS VCT U TO EXHAUST FAN ON ROOF. CONTRACTOR SHALL INTERL()CK OPERATlON WITH MOTORIZED OUTDOOR AIR DAMPER. PROVIDE 4'-HOUR lWlST TIMER FOR EF -1 CONTROL. LOCAlE AT ENTRANCE OF LOCKER ROOM. PROVIDE CONTACTOR, RELAYS, TRANSFORMERS, ETC., REQUIRED ATlONAL <IQ> DUCT MOUNTED 2 @ DUCT MOUNTED 12"X8" SUPPLY AIR GRILLE. @ PROVIDE FIRE DAMPER IN DUCT AT WALL PENETRAT10N. @ PROVIDE ELECTRONIC, 7-DAY PROGRAMMABLE THERMOSTAT IN LOCKABLE COVER. @ EXTEND 6"~ EXHAUST UP TO ROOF CAP DISCHARGE. 15 EXTEND 6"\il CONDUIT ABOVE GRADE AND CAP. @ EXTEND 6"\il CONDUIT ABOVE FLOOR AND CAP. REF DRAWING NO 1.42-01 ORA-WING ADDENDUM ORA WING NO. .~ IlRA-WN BY MRG PROJECT FANNING'~~HOWEY DATE 04-06-07 2007 IMPROVEMENTS FOR CARMEL HIGH SCHOOL CARMEL CLAY SCHOOLS COMM. NO. 206104.00 @ ZOOHANNING!HOVlEY ASSOC., INC. CEILING J SUPPLY GRILLE /- c" REFRIG CONN. \, - Q EXTEND 6"0 CONDUIT ANGlE IRON I . ABOVE FLOOR CAP AND FRAME ~I ( S~LROOR \ ~ ! ) ~ J ~ i'. ~SlOPE -A \. INSULATED REFRIGERANT LINES 1~6"~ PVC CONDUIT. \. SEe TION 1 REF DRAWING NO M2-'Ol DRAWII>IG ADDENDUM DRAWING NO. H3 FANNINGCI~HOW<EY / / / / / / / ..- / ----------- - <C en co ~ X <Xl AH-l -v.............. LONG SWEEP ELBOW lYP. DRAWN BY MRG DATE: 04-06-07 <.D ~ X <0 ~ / ..- / ./ ./ ,.- ./ / / / -------- ~~ ~ RETURN GRILLE ~ <Xl ~ X o c--l L ~ ~ L "- ~ FILTER ACCESS 1/2" :::; 1'-0" PROJECT 2007 IMPROVEMENTS FOR CARMEL HIGH SCHOOL CARMEL. CLAY SCHOOLS GOMM. NO. 206104.00 @ 2007 FANNING/HOWEY ASSOC.. INC. .. PROVIDE (1) ADDITIONAL 1 INCH CONDUIT FOR EVERY 9 FEET OF RACEWAY (OR PORTION THEREOF) GREATER THAN 18 FEET IN LENGTH. ~ (2) 1 INCH CONDUITS (ONE AT EACH END OF ~~ "'y - = 3 RACEWAY) FOR RACEWAYS 18 FEET IN LENGTH OR r (,,--. LESS. STUB-UP ABOVE CORRIDOR CElUNG FOR TECHNOLOGY CABLING I I SURFACE MOUNTED RACEWAY PANOUIT TG~ 70 I I SERIES WITH WITH flOC COVER. VERIFY U MOUNTING HEIGHT WITH ARCHITECT IN THE FIELD PRIOR TO ROUGHING IN. MAKE ALL CUTS IN FI COVERS I I II PANDUIT TGEC END CAP "THIS LAYOUT REPEATS EVERY 5 FEET" CIRCUITS AS INDICATED ON THE PLANS, DEDICATED NEUTRAL WIRE PER CIRCUIT. 20A DUPLEX RECEPTACLES MOUNTED 10-1/2 INCHES ON CENTER. WIRE ALTERNATELY TO CIRCUITS (o.b,c.o....) PANOUIT TG70HB3-X ELECTRICAL BOX WITH DUPLEX OUTLET AND FACE PLATE. TG7QOB-X DEVICE BRACKET DATA FACE PLATE ELECTRICAL CHANNEL TECHNOLOGY CHANNEL SECTION "A" NOTE: COUPLERS. INSIDE/OUTSIDE CORNERS. END CAPS AND TEE FITTINGS SHALL BE PROVIDED AND INTALLED. 4 TWO-CHANNEL MULTIOUTLET ASSEMBLY NO SCALE REF ORAWING NO f1. I DRAWING ADDENDUM DRAWING NO. ~ I DRAWN BY PLR PROJECT DATE 04/06/07 2007 IMPROVEMENTS FOR CARMEL HIGH SCHOOL CARMEL CLAY SCHOOLS FANNING'i~HOWEY COMM. NO. 206104.00 @ 2007 FANNING/HOWEY ASSOC.. INC. .. .; . . ...._H.._...._U.._.~.._ ! i..............! '!2~'1 PARTIAL FIRST FLOOR ELECTRICAL PLAN 1/8" = "-0" REf DRAWING NO E2.2 DRAWINC ADDENDUM DRAWING NO. t;:z.. DRAWN 8Y PLR PROJECT FANNING'Wf~ HOWEY DATE 04/06/07 BUMMER PROJECTS FOR CARMEL HIGH SCHOOLS CARMEL CLAY SCHOOLS CO~l,4, NO. 207010.00 @ lOOHANNINGiH0WEY ASSOC., INC. ... .; . "'iC:. t ~ REF DRAWING NO f1.2 DRAWING ADDENDUM DRAWING NO. "II DRAWN AY MlM PROJECT FANNING HOWEY DATE 04/05/2007 SUMMER PROJECTS FOR CARMEL HIGH SCHOOLS CARMEL CLAY SCHOOLS COMM. NO. 207010.00 @ 2007 FANNh'lG/HOWEY ASSOC" INC. ~. -. -',7'J.f-"-= t~~~ J '1 {, ,I I .l . i ! i /. !t, ~ ADDENDUM NO.3 ~:,:,~ ..~.,,: r _ , '. ~"'cY 2D07Irnprov:erneQts, Carmel High School r.r-)",' (_ Pt- " Project No. 206914.00,206097.00,206101 ,60, 2070~ 0.00 Index of Contents Addendum F;Jo,. '3; ,8 items, 1 page Date: April 11, 4007 I heJebYicertify that this Addendum was prepared b}t'rne or untler my. direct supervisibnand that I am a duly registere.d Archite.ctJEhgineer l:jnder the, Laws of tl)e.Stateof lndjana. . FAN!'JING1HOWEYA$SOCI~TES, INC. ARCH ITEeTS/ENS INEERS/CONSU.LT AN1;S . .......~'aiti~e~m6R, '. '!1.\......'.O'HI::. "',f, ~~\p ~ . . 'r.,;:.I?'''':?'t1.~. ' :J;fJ,'\' -v'7) ......,.... , )-;,~ iP9::v.....~0 \S Tlff:;-'" 'J-:~ ~$!l~(;; N'. <"d\~~.,.:~ "" ~.. .0, 1, :;U~' '! ~ii 4438 . J* ~ i \ STATE; OF : ~.: ~', '~. ,. ... ..' ~;.~ 't.."9 "<l1iDIANf>o..;.f>< 'f.~' ~ "~o-'''~''.'''''':"'!''-r:-~'. ~,~ .,..."L'I....-0v ~,~, '''d n...'. ,\" ~/'1'!m.\~~"\ . ~fJ{f' €harle$ R. Tyler. AlA fndiama Registration No. 4438 TO: ALL BIDDERS OF RECORD ADDENDUM NO.3 to DraWipgsahd Project ManlJal,dated March21,200l, for 2Q071mprovements, Camel High $chool,.earmE11 Clay Schools, 5201' East 1 ;31s1 Stre~t, Carm~fi [ndial1a;.as pr,epared. by Fanning/Howey Associates" ![lC" Indianapolis, Ihdi~I.I'1a. This AddemdLJm shall hereby be and become a part of ih~ 'contract Docum~nts the sarnea$; jf ori.ginall'y bound th.ere.to: TheJollowing clariflcations,amenpment!;, ~dditions, revisions, ch?nges, and modifications, change the 0rigihal Oontract Documents only' in tAe amount an'd to the extent' hereinafter spe't5ified in this AdciEmdum. Each, bidd.er ,shgll" ackn0wledge, receipt of this AddendUm ili his proposal or bit!. NOTE: Bidders are responsible for becoming familiar with every item 01 this Addendum. RE: ALL BIDDERS ITEM NG, 1. PROJECT MANUAL, SECTION M2000 - UNIT MASOr\lRY A.Add sub subparagraph2.5! S, 3, a,as,foW::rws:, a. If Norman size Is no1 readily available from Manu~acturElf, modular size 'In same colQr is acceptable, . ITEM NO.2. ,DRAWING SHEETNO.Si.2 A Detail 1 , Foundation Notes,Note 4: Cbange ~et;ltencebeginning'wittJ "GoncreteSIi3b on graqe shall be 5" thiGk~..." to "Concrete slab on qrade shall be 4 incbestliick. ..: B. Detail 1 , Foundation NCites~ Defete notes 9, 10, and 11 in their entirety. ITEM NO.3. DRAWING SHEET NO.A1.4 A. Provide.60" long, by 6.0" widelandinQ at midpoint of the first ramp run frQmgrade level. (Enlarg~ qurrent 3.2' long portion of- ramwto ir}clQde the landing platforFn). END OF ADDENDUM: AddendUm No.3 '2007 Improvements, Carmel High School Carmel Cl?y SCllools . Page 1