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ADDENDMUN #1 - 02-00022 - BYUI Austin Bldg - Addition
08/06/2002 080-35 FAX +2.08 523 3681 fI I I I or J 40, ilmo,nu,,en Date: To: From: Architects Jim lip 110 63 f *n NP 11 S arva rVmjactis) B 02-0181 TO & e M oa el to Mark ' Austin Engineering and Techno1c) Owner's 2278 . d d' r Buil Brigham' Young University -Idaho Rexburg, Idaho 83460 2 August 2002 Architect's E302-028 Project No.. Ormond, Builders, InC.r Fax (208) 524-7488 RE Beck Construction .. , Double E Gortstruction, Inc. Fax (2a8) 538- 5318 Bateman -Hall, Inc Fax 42 8} 5244435 Jacobsen Construction Fax (801) 973-74,96 Vern Clark &'S'ons Construction Fax (208) 522-1.680 Shook Cons"'truction Fax .(208) 524-0734 BYU-Idaho Physical Plant Building Fax (208) 496-2490 The Builders Ex'change' Fax (208) 232-3490' ASSOCiated General Contractors Dodge / Scan Fax (2018) 523-9267 Fax (801) 972-8975 Cooper Roberts 5imanwn A 2421P.0. 130,x(208) 524y4621 - Fax (208) 823-3681 Idaho Fa€Is, Idaha 83403.2-421 This Addendum forms a part of the' Contract QvcUMents andmodifies the original 13"d Documents dated JUfY 29, 2002 as noted belvw, Acknowledge rec elpt of this Addendum in the space provided on the F'o'rm of Proposal. Failure to do so may subject the Bidderto'd'squalifica-tion. This Addendum consists,of nine (9) 8 Y.71 -,xi I pages and eight (8) a %x 9'1" attachment d tutee (3) 8 !/zx 1 1 " Bedrock Survey. Drawings. pages an GENERAL: I-'! CLARIFlCATI.+DN, All commu'n4cation or requests fog- clarification during bidding shall go through Architect. Bidders shall: not contact Bor. Engineers directly for clarification on issues related to the project., % 11W CHANGES TO PRIOR ADDENDA: 1-1 NONE' li. CHANGES TO BODING REQUIREMENTS: 11- 1 Invitation to, Bid. a) See attached sheet "Austin Addition Pre -did" for 1is Bid meeting on July 31p 2002. t of attendees from the Pre� # F 7 01 rl:- 7 H 2 19 H-4 + X r d- '.J W1. T q I ,, L S t3 16 J h, �� S 1? R �� �°'� C te�h`�jiy,�� Fi* ��F F���„� �'-�' r, t}� 4�.,. F i hZ+ L P ��YY€�f ti ti r h r _ -C wn&-A� z P V XL ? ;.. q 1, 8/06/2002 0 8 3 6 F -A X t � I , 11 � - 5,23 3681 +20 COOPER ROBERTS S I MON SPEN:-'r -0 i Wig' A .-I L W, u i t;t �11 31 F _4I17- 100per Roberts Sim' onson, r k K K, !7 Architectsm N, ve .-E s P% .1 1% I . 001, 51 ff a I j X .......... 1, 4 0- 3- 00- -7 004/021 V. 44, M, Y h Sr 5 z� -3 L15 K% -A t Rif 'MA . ;VI ar qox 7t N., §�j 4F, 4 j�.Tr 00 1 t iL I If3 oar following oh wnWa informallon for th 'F 11" (a) Electrical - Wasatch Electric, FAX (801) 04 5L 71 r_� A Y (b) IT Amer'com Technology, (8 0 1 8 9 2. 0 5 8 5 IT — Enc' Ompa5s, Phone (801 303-7198, FAX (80-1) 303-7163 7'�': L (d) IT Syst m Tech PhQnQ.(;Q�).�,QQ-6ja3 FAX (206) 3624311 Yellowstone Hwy, B Idg Mechanical Bears F2.-br'cat"on, 24D N (e) E R'gby�, ID 8 3442, Phone (208) 745-1560, Fax: (208) 745- 1 5B2: PAL, C 7z; All- HANGES TO 8-PECIFIGATION6; L i� r s -Payment Sect'l'on 01200 - P ri0e -L Proce'u' a) Add the following under Part 1 P.2 Allowan IT Lyy OWO VL �7 v7�.; flowances, the 1 In ude in b4id A I-V D n 04 aso.nry Allow' $ 45511000 brick L7_ is purc ase Th' h pnce a owance i'cludes th e material Cost of the b "ck' rl ;J4 I 4a Is are not Yncluded in this only. Costs for fab r and ircidental mat' 0 e r masonry work .�I[Qwdnce an 11idd9d 1 ho I f6 7L ing un b) Add the follow, der Part I 3 Alternates* Alternate No. C — Replace alum- inu -i nd m clerestory w ows in the ma in d I(Dbby, See attache detail AE6 02.1 for window si ze c) Add the foll g under P'art 1.' owin 4 Unit Pr Ce th d Existing, bedrock is assume A '_6 L- (a) CLAR'F'C 'TIONr to be at de P shown ori th e.. attached Tedrock Survey Dra wings," Modify s sec i I orls desr pti of Unit Prices l"st i ed in th i' flon to refer to these ..''i tip on a Item No, 4P Ro drawings (2) �ikl 1z ti 7t (a) Cost per cubic. -yard on o CY) of rout 'n 5 9 stafled for stabilizati f be'drock. Bid pr"ce shall include 0 Cy Of grout including nstallation. If m.- o than 50 Cy are re grouted adcl"Itional cost w1l be C a using unit price. If les than 50 CY a re gro Uted Owner fu W W-1 Wi be reimbutsed using the same unit COStr 111-2 Section 02315 — Excav' afion and Fill ing su a Partl-1 SUMMARY -Add the follow- bparagraphs Rock probing and rock sta b ization 4, Rock Blstipo. U) Part 1,3, DEFINITIONS Add the foliowing subparag raphs, Rock, Rock mate�all in beds, ledge, u t n Is ratified Ma$Lses, and onalomerafe deposfts and boulders of rock material exceeding 1 cu. yd. for bulk excavat" ion or Y4 cu, y d. for footing 6h , and pit excava on that cannot be removed by rock exoavatp F" -445- 0*�-. 4,0, �.J, L 'Wilt- ing equipment equivalent to the il�, -A ILI LL 624 L 6 rL 2 Id L.. 10 12 F, "Y' T T +208 523.,3681 Coo T r Robeft simonsen. Arch lt y �]]i r lipS i •r• COOPER ROBERTS SIMONSEN 005/021. ADDENDUM. #001 kl� Qm rva rk pml achskl� �2 -4Q2MT9xft07 - �Id I Q-eg.o followIng ir sire and perormance ratings wifihout �yskematic drilling, tarn hammering: ripping, or blasting, when permitted, 1. Excavation of Footings, Trenches, and Pits Late -model, track- _: Mounted hydraulic, af excavator; equippewith a 42--inch-wide, short- tip -radius rock bucket; rated at not less than -gip flywheel power with bucket -curling force of not less than 25,000 lbf and stic�C-crowd farce of not less than 18;'p0 Ibf; measured according to SAE .!-x'179, �. Bulk Ex�avat[ar�: Late -mode, track -mounted loader rated at not less . than 210 -hp flywheel dower and developing a minimum of 45,,lQQ0-Ibf breakout. force; measured according to SAE J-732. �. Rack: Rock material in beds, ledges, un5tratified masses, and conglomerate dep.osits'and boulde'rs of rdck material �/ cu, yd, or more in volume that when tested by and independent geolechnical -testing agency, according to AST'MD 16.86, exceeds a standard penetration resistance of I 00'blows/2 inches. C} Part 1.6 PROJECT CON DITI ONS - Add the fallowing information. A. The building site shalt be excavated to or below the required elevation for placin-g of footlftgs and floor slabs. AII.ftat�ngs shall bear on sound b@d-ro'ck-Wnere overtnavallon uggluro, fQQW-95 may th*Ken or foundation waits may be extended. Slabs on over. -excavated ares sha1l be filled with engineered compacted fill- It is the responsibility of the Contractor t� confirm existing pub -grade ����ations and provide additionaj fill,ar�dfor con�cre#e where required_ See unit prIc�. 8, When the use of explosives is necessary for the execution of the work, Contractor shaft observe the utmostcare not to endanger life and property. Secure appropriate permit for blasting as required. Explosives. are to be handled only by persons t�a�ned, experienced and licensed, in their use. Explosives shall not be stored on the BYU Idaho Campus . y are actualfy being used, Contractorexcept during the day when the .. smil.notiN NO�U�IIG �til'I�' c4mpony having. facilities in the.vicinity of the work of his intentions to use explosives. Such naticesshat'i be given sufficiently in advance to enable the companies io.take -such steps as they may deem necessary or advisable to protect their property from injury. Coordinate daytime blasting.scheduGe with Owner. Avid blasting ' during class changes or o�f�er major campus everts. C. contractor must place suitabie barricades over the explosive charge before firing, and shall take protective. measures as necessary to protect adjacent buildings. Contractor shad be held accountable for any damage resulting .from this warp, whether to property or employees of BYU Idaho, to property or ernployees of other companies working an the. BYU Idaho Campus., or to the general public. D. protection of Person s and Property: barricade open excavations occurring as past of this work and post with warning jights. operate warring lights during hours from dusk to dawn each day and as otherwise required. E. General Contractor shall provide blasting for ail trades, ie: plumbing, electrical, footings, site ufiilities,etc. k n i r '* }• ' l i ' y, yam' r� y '+" r � 4' N F � `C" r'` J +` • '��� � � } � i S L i L `.' ' ` Y ! `k v, fir ` la wa .} � .e r x ,y { 4 rte. '{y' �r �Le�. - i � �'' � J � i; � � � � fes',+# ■9 �� � � 1 L fk+ J - , h 5r 1.a ,� y, a f "L � J J` ' I 1 J� ' qV � � r 7 Z4 tit • , 4F 1 X51 }+dam � � ii•�r l 1 '4 rr '; �rr.--� I., ��...,{ �i �. i 5.. ��w: 9, "Erj6 pi.� y.t 7 .t.r+-•; �, Vti y,° � � � °° .,jl r•r4 y=l� 1°� . cr j%' V, 23 3681 ULi I.,0ti e. 'D YN W COOD91 RObarts Archite'ds J.1. 11 W 1 1. r 0 1, 4 AD-DE1181 IM #001 Ptij H X Ma n r.f r"k A 4AN o%,i. , rw% n r% -i - —1— aV I 1U.IUMU111 Mlflllkll-�,U] aAla le ai no ck- 0V 3 Mlk M"Apul d s o kp'les loca, ted o n th e so uth e n of campus. Any ballast must be mea sured prior, to use and may not be - '� _,. included in quantity counts for excavation material. G. Excavat�on for building is to extend to solid bedrock Loose fractured, of - h y:_ _r a 3 _ isturbed pieces of the bedrock along the near-veftical expose ace 2re d3 to be removed. When the horizontal surface of the bed rock slopes more than one foot in ten feet the base of the- excavation sh'.all be stepped or ir-: r the surfac of the, bedrock flattened. -RJAJ 3 d Patt MATF �. �F�'" ¢� es _. , -. r• �. , ,S, ,�, P ', , ..:• .. �.�-,� .. � ;�,�t : -,. . ,.... ::: .. • _ .. , " 21 Existing excavated material 'May e used 'a backfi (1) CLARIFICATION' against -foundation walls in landscape areas. Ex'st ing excavated material.�� . � � �.,".A,_ _ r� -.',r,�,.'��i },.. Ma a r ,y not be used as fill an' d.'backfill under slabE';-. _ Add th E %Sowing -inforr'r e toll Part 3.2 -EXPLOSIV " M ation I Ahoto aut es Explosives. Obtain' - written permi'ss n riti from hav'n9jurisdiedon using explos'ves'on Pr ect 01 *te or before bringing ex ives to Projec ts W ent structure$, property, or site -improVLements o not damage adjac D MAIM WW��' or weaken'the b • earing capacfty of r' ock subgrade when of ing explo;s,ives.'Any damage.to adjacent bulldings, utfli ties, etG, as a 41. i M i result Of blasting w*11 b the responSi I of the C 'ntract' e t���: 0 on �� rf,�. x Part. 3,3.,, — EXCAVATION he folio Add t sub wing paragrar. phs b e efor x paragrap E' cavafion Sub h A Vation is classified and ncludes exc@vatjon ArEExca Classified xcavat`ion' vations- Exca*at'* '11 be classified -as earth to requ"red subgrade ale' v ion wi 1- 3 t-, :.14 W, ex ion o r 1� 6 cavat" rock exca WS vation as follo .4 r.. �r¢I Earth'exGavat'o' 4i n i n includes exca'Vation, of P avements and, oth er IP obstruetions vis'b'le on s u rface, underground structu -41FKi 3P titifties' and other ""terns indicated to be demolished and removed, togQthei 74 and other met -ith V, I.. IU -1a � `s _ F:W CCC erials e ncountered that are. not classified as. rock or nauthor' ed 1Zexcavadon- • Intermittent dr111'ng*, blasting, or ripp i' to increase produdtion "..}lr.�t-.,� .± ..R�- A :. •rt excavat an erml d not necessary to p' ion of material rcountereci I. be clasSffied as earth excavat, W W41% -s4 ,� ��Ir i os._�.sr - ,A -� _2- Rock excavation �r .`.,��° -nciudes excavation' of all material which requires. SySternat`c dr"Hing and blastr�*i-},"4-.,!'�,',[� :�. � hi�'r. .'fi' •t :y"r ��i��,i',y� �4`_'�' - .. .. -._. a_,'. ,. - . n' for removal, Rock" measu"red in L # 9 15 e�t K, _,. y, lace before biastin P less thanone (1) cubicyard in volume, 7 t cem ented gravel (conglomerate), shale, cla and Y 0 ther sedimentary mater*`afs W1.1 not be classified f7 .i; rnnie Pvr%n, P %kl Dq 0 .1hf P J A. removal. Loam, sand graveJ, clay or -other such rn ate ria I stra'ci tied betwe'len the layers of rock will not be classified as rock excavation unleSS the Engl neers opinion such layers cannot be defined �R _ r.. �l Separately fo r quant'ty Measurements, M ateria�s Ml be con-sidered Wo rock if it cannot be removed by a hydraul- ;;(k7 Uj WC ic excavator having M MR; _CN •T J-, �;gg, f r .F.% Jb M_,r L r 11� 11 FO Ir I . , 1 J J FJL Ask i \e t P, 3, 1� 5 A r 1. A I ..P J 6 J PAIL 4- 4 41 r, r ft Ile% -yN r _ e � � �'... � r � �+J d `;•9e IY � � ' .t,,llJl i i +.L�'a.��5i=a+'. ���• yl ..5 ; .rr'°� r. .'hyo " • '° f l'�s`t�i yl l,i{ .��.•L %, Y 1 y„ ,�-- '1 �,• 1'd - i+ ! � ti.,�..f o d r•`5 f• � t 1 5 Y a r° �� - k• . y F q -P ,1+, " F '"A rrw i 14i S P •� ! I F ^r� #-^ _- . 4a Y C'r. 1','"'e y e Y rte.4S 1 •r' !.. { Y y„� G � �• r* i,L,.:dF k I l r E 'Sy .0 r r T� �`' ,*xr +�-•�5 Q r v _ - Lf . .. .. .,. .•. -. _ S i 5 �'� � - F R� 1Y. � F h' 'fie i � - ., i _ L F fe y 08/06/2002 08: 38 FU X208 523 3681 Cooper Roberts Simonsen Arch -I '.s 4 -1 ri COOPER ROBERTS SIMONSEN Q008/021 ADDENDUM #0 01 ,.,c; Y V I %F1 vJ "; w IF-' uz�-1401 I ex'%u I - kild 2Sc Negot I -a I 10 nLAddejldu m 00 t dx 3. Extra concrete in footings, foundation walls,or over areas identified V 0 owpgC X WeAll A 16 . excava'tian deeper than shown in D. atta6hed "8edrock Survey Drawings". 50 cu. Yd. are estimated for grouting. Contractor is to include in the base bid Ja Cost per cu. Yd. multiplied by the estimated 50 cu. yds. for this project. ff more than 50 cu, yd, are grouted the Contractor will be paid an amount used on the grouting unit price. If less than 50 cu. yd. are grouted the Owner will be reimbursed an amount using the same unit price. g) Part 3,31 AF 3 Utility Trenches (1 ) geplace S'ubparagraph d.2.b} with the follo wing: ackfifl over -depths in rock excavation and unauthorized over -depths with sand to 95' compaotio �e�cent n per ASTM D-6981 l��-� Section 02517 —Water Supply: make the following changes this section. tion. a} Part 2- Materials (1 ) The water fine iS to be Class 51 QuCtilE Iron (2) A water meter is n'.ot required. 31. ) Connection Materials shall be as required to meet Rexburg City fns#allaton standard's. b Part 3. 1 Installation (1.) Installation of Teetoa m in waterline in the street shall be in accordance with 'Rexburg City req u irements for hot -tapping. (2) Minirnum cover over water lines is 5 feet. ��) . __ Pia e .,thrust blocks at ail d,i,' rection charges in the pressure. pipe. c} Part 3.2 Field Qualify Gontrol �� } pelete requirements for Steriiization and Negative BacteriolagiGaiTest 111-4 Section 0421 1 —Brick a Add the fo'lfvwing to Part 2:1, Paragraph A, 5 -Approved Manufacturers, Style And Color ��� Interstate Brick Co., Calor: Old Gold Matte M � Section 05810 —nsion a i EXP J oints a) The color for gaskets of all expanslon 91 nts specified in this section shall be carbon Sectlon 07530 , la d c Membrane R oo-fin g — F ul ly Ad h e re d 2) Part 2.05 1 nsula'tion: Add the following materials Y2 inch thick wood fiber recovery board meeting requirements of ASTM C 206P b) Part 3,02 Vapor Retarder ard Insulation — Under tr rye: Add the following subparagraph fcr installation of Wood fiber recovery board- (I-) Over dry Poly. isocya n urate insulation i"nstal)atian 1• i cap layer of q high-density wood fiberboard with spabing and fastering as directed by Membrane Manufacturer, k i ;14 �1 L f 1, VIX r 3 IL %,-. 0-% i - I _� r ,A, - Ne'U 9 Ad E 4 Jd IU ) J I_. !17 12 le N, J IFA -n n Tiq 6, Ir 11K RQD]ERTS SIMONSEN Oil A a I n n fl n An 1 1 P, I CQQPF I I �Il�7 0841 1 — AIuminurn St�o�'efSectionront �� Part 2.2 Storefront Hardware: Add the following subparagraph ��) AUtarrtiatic Door Opening Devices — overhead -mounted electrically wall plate actuator. powered door operator with hardwired ��} LCN 4640 Series with 791 0 Series Actuator fib} ED 800 S Wall Switch ra Dorm eries Ope to r with 800 Series a p Schedule: 4- HarduvareGrou _ - b) Part, 3. t1 } Add Automatic Door Opening Devices to the active leaves of char pairs 1 AA, 1AD. and I EA. IV. CHAAiGES TO DRAWINGS: elnformatignVer Sheet and G neral _ . IV -1 -Shoet G1001 —co, a) staging Plan — Delete Note reading "Co'n tractor to Disassemble chain' link fencing Repair -_all post holes as required" for the remote staging area only. ing area fence ak the building site. This Note. still appl�es to the stag IV -2 Sheet 51.01 and Footing* Foundation pian �ssed 2PI.-in Restrooml4lCustodial 143, a} The 4 concrete floor slab shall be depr Rest�o�i�n 149, and Women'S Lockers 149A. The slab shall- remain 4 thick with spec'fied reinforcing. l Site Plan &Situ C�etails' IV -3 S��etAS101 a) Replace, Detail D1 with the* detail on attached sheets AS'! 01 -1 & ASS a1.2. —site Plan & Site [DetailsfingIV-4 Sheet AS�iO'�6 water line to exis Add Reference Note 27. to read as follows: ."Hot tap new 8" line in street. Install thrust blocks as shown in Detafl A61AS 1Q2"_ De tail 'd- in this adden um. A6/AS102s included - - �� Locate Reference .Note wher the newwater line connects to the existing main in the street. IV -5 Sheet A5102 -Site Details a) Add the attached Thrust Black Detail AS1 02.'l'. 1V-6 Sheet AD102 — Main Floor Dernalition Plan Area "B" W a) Add the fallowing to Reference Note 2- Rernoye ceramic tile. window sill (where occurs),," See attached drawing AD102.1. for location where ceramic the sill is tO be removed. JV -7 Sheet P11 06 Main Floor Plumbing/FP Remodewlan Area �} as well as portionsf fire addition is tobe firs-sprinkledKiedo CLARIFICATION* The entire i shut and 5heet P 05 for Area A" Also S building as noted on this sh re#er �h�-exi'ting to Section Part 1,02 Summary - 15300 —Fire Sprinkler System,— IV -8 Sheet AE302 —Wall Sectivn5a) 'fr �on.renceoADA ramp informat Attach.ed drawing AE302,1 shows detail refe 11L �T [k r0 f o r% t 11 _1% Z isq dr rA r � cif%Lp 40, "Ur pl� SJOIT 1 M.W.40101: - . -- I -i, -I-'- '' " ��a I , I - , �,J, - - - - Y: , 7-�,,C�P...7":,..�.,�-'!.---�,'-,.�.�..;,-,�-. I � _,�.., ,----, -r ;r,'.--,I:�II - . ... - � 1!rr�,, - 1 � .;.. I, '. :1 �-a-,:-, I I,-,:,- , .T. -V.: - . , �_U-�I �e_-_- 9_.�,i :.' �A_ , , . " ` � - �J. � a -�� :�7 -1 I , 7- --I - - -, , , """ "' , * _� " �_ - " � "' "M ; �, '_ I'�--i'__. �, I.:' __ _: � __ � 4 I "� �� - 11 I fif I 1z Im , I RP " I, 1. ''O ,, .. I I i . , I . i, i. " I I I " 1�;� 1: 11 1� i : I � _": , � i, ".1 I I . 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