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CO & DOCS - 02-00022 - BYUI Austin Bldg - Addition
Building Permit No. R- 02 -o9 -17 Building Street Address: 5 South Center Building Owner: BYU -IDAHO UNIVERSITY Contractor: Bateman - Hall , Inc. Description of buildin or portion of b f w hi c h this certificate t i L building for which 1 �.111J L.Vl l.aL 1 issued: Occupancy: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection This Certificate issued rsuant to tbe requirements of Section log of tbe Uniform Building Code, certifies at, at t e time of issuance this 6ui1bing or that rtion of the 6uiLLi � f ng tbat was inspecteb on tbe bate Listed was fond to he in compliance with the requirements of the cone for tbe group and bivision of occupancy and tbe use for which the propose() occupancy was classi f ieb. Date: June 3o, 2003 (9 :26am) C.O. Issued by: Building Official There shall be no future change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Offial has revi ed and approved said future chan es. L--&ire Department P t Water Department! State of Idaho Electrical Dep s art-n Merlin Webster Commercial - Educational (Austin Building) Full - (208- 356 -483o) ❑ BUILD ' G PERMIT APPLICA f REXBURG, ID DATE F Nod THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER BUILDER STRUCTURE: U RESIDENCE FOOTINGS U155NCRETE O MASONRY U OTHER U NEW O REMODEL O COMM. APEDUCATIONAL O GOVT DEPARTMENT OF BUILDING & ZONING VALUE FEE PAID BUILDING INSPECTOR U CHECK JOB ADDRESS" ARCHITECT O ADDITION t 0 REPAIR FOUNDATION • CRETE O MASONRY ❑ OTHER BASEMENT ❑ PARTIAL O FULL O FLOORS O OCRETE O OTHER EXT. WALLS 1 INT. WALLS ❑ ASO SONRY 0 CONCRETE &VENEER O METAL O STUCCO O WOOD I3 MAONRY O CONCRETE fi DRYWALL O PLASTER O TILE CEILING O WOOD Ca r- DRYWALL O PLASTER a tILE O ACOUSTIC O OPEN ROOF HEAT O BUILT UP. OGAS O WOOD SH. O OIL O COMP. SH. O COAL O TILE O FIREPLACE &ROLL ROOF. O ELECTRIC O METAL I O RELIGIOUS O FENCE O PATIO This permit is issued subject to the regulations contained in the Uniform Building Co and Zalpg of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be completed%n accordame with the regulations pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants. REMARKS: DATE APPLICANT ADDRESS PHONE DESIGNER 0 RENEWAL WHITE Copy CANARY Department's Copy PINK Assessors Copy : GOLDENROD - Inspector ❑ CARPORT O GARAGE pAu, SEP z "' 2002 CITY OF REXBURG 0 FIRE DAMAGE ❑ AWNING INSULATED 0"WALLS &CEILING O FLOORS +d PERIMETER 09/20/2002 09:34 208- 524 -4435 Sep.20. 2002 8 :380 APPLICATION FOR BUIliDfl G PERMIT cm or Rizovia, flM UO Date of Application (T 20 , 1�D Permit No, �" v - 0 9 - l Na:aze Site Address AS2 S`t(-N E L.\l.l -Q1 %1Ca Mailing Address 525 City /State/Zip -a,L -- 1 �34t J2,0 Telephone/Fax/Mobile CONi.A.CTOR Nacre VDATEMestS l BAs\ t- , 11y C� . 1Vfaxl City/State/Zip Telephone/Fax/Mobile PROTECT INFORMA,TltON DEPARTMENT APPROVAL Property Zone: Is existing use compatible with zoning, (screening parking, etc) ihan was this building last occupied Architect/ Engineer Firm ML1t�t5�.�' Name Subdivision Al/ Circle Oqe Residential Commercial Circle_Qne NewHouse Addition/Remodel to House New Commercial commercial Rem j) Circle One Basement; done/ Finished / Tlnflaish wtlhl Other: None/ Patio/ Carport/ Awning Lot Square Footage Lot Width -- Square Feet CT ,(.P 0 C) _ 'Garage Square Feat ----- Number of Stories 1 _ Blight o#'Hu%ldia What will structure be used for Home Home Business Apartment Commercial Other iA.cr., Will there be an aparimenct? _ Ili) 7so, how many wnits — ToMl Estimated Coat Li 5 0 000 A-e you in a flood plain i k Signature ol : Applicant . / / 4 , .1. 4lA. • f Cade risiese***Ire *n .Building PermitPecs 1 CJ 01 . (-3 Zone an Check Fees 10q0, Building Typo SO cA G Plumbing Permit Fees • JV • CO tvcati Government Suture of Inspector Issued by BATEMAN HALL INC PAGE 02/06 Lo t Remodel Block Other 0 ******t**sxsx * ** * ******* PRsR! * * * * * ** #ants Digging Permit Fees Water & Sewer Pecs Front Footage Fee TOTAL No.7231 P. 2 /A Rough Plumbing ; Septic Tank Fixtures ( Water Piping Complete v' "'r Sewer Bath Tubs Urinal Showers Sink Trap Laundry Trays Water Heater Wash Basin Other Toilet Slop Sinks Kitchen Sinks Floor Drain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing Mach. Clothes Washer PLUMBER Name Use DESCRIPTION OF WORK CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT OWNER FEES Name Plumbing Permit $ Address r Tel. Sewer Inspection $ Lot Blk. Add. Inspection of Pipe $ Inspection of Fixtures $ NATURE OF INSTALLATION TOTAL $ Received: Date By w k Rough Plumbing Sewer Other Finish Plumbing INSPECTOR'S RECORD N PAto SEP 2 " 2002 (7 77 OF REXBURG INSP NAME 09/20/2002 09:34 208 - 524 -4435 , Sep.20. 2002 8;38AM • • _ Racezrlg. SI'�Il �4 Oil �4 ¢ c 1 p��G_ _. Drywall: 'airtizag : Floor Cu1r Zings_ Tuna$ ng s Z ati4g; f Ca 1111119 Joists II AL • SPECIAL CONSTRUCTION ( IANU ' ►:TU .R OR SUPPLIER) SU cONTRACTO.F f f C T i e,t-c>c ST �I L� STS BATEMAN HALL INC PAGE 03/06 No.7231 P. 3 • " —" From: Page(s); ' J :74J - GV17 1 1405 Foote Drive Fax (208) 524 -4435 Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 One (1) 8 %" x 11" sheet and seven (7) 8 1 /2' x 11" sheets of Engineer's Supplemental Instructions No. 5 from Heath Engineering, The work shall be accordance with with the Work in change in the Contract carried out in accordance with the following supplemental instructions issued in the Contract Documents without change in Contract Sum or Contract Time. Proceeding accordance with these instructions indicates your acknowledgement that there will be no Sum or Contract Time, Description: 1. Reference a, Sheets E -003, E105, E -401, E -603, EC101 & MC -501 Refer to coordination changes in attached Engineer's Supplementary Instruction No. #5 rom Heath Engineering, Reason: 1. Coordination of information provided by Mechanical Engineer responsible for the chiller. End of Architect's Supplementary Instruction: Issued by: Graham Whipple Cooper Roberts Simonsen Architects Email To: Doil Clements (208) 523 -1643 Rudy Puzey (208) 496 -1860 doilc @bateman- hall.com puzeyr @byui.edu Bill Anderson (208) 496 -2976 Chuck Frost (208) 496 -2490 Billandrsn2 @aol.com frostc@byui.edu L es Meacham (208) 496 -2490 Rexburg City (208) 359 -3022 mechaml @byui,edu valc @ci.rexburg.id.us Alan Hall (208) 496 -1860 halla@byui,edu 100 r:( ;)R1 -I -,n �.\. I • ti T I r. r v tr e `. • r i .�,(.1 � L•` . r',� CI ,_I'I,�,II ;slit � ;t ; 'n' a '6 r' ;:) ii „I'1 :i :-E.' t ;( :1,a C,) ".LL:, II :),(4.10 rr!,5,l33 f2! ; ?e) : i - Fr1..; (::'0,51 ;•>';j ,i(5.; 1 ,.1:∎,';,', pl;li' ill '.:;IS ( :. •t 11 01/06/2003 14:58 FAX +208 523 3681 Cooper Roberts Simonsen Architects ■■ Project: Date: • Mark Austin Engineering & Technology Owner's 2386 Building — Main Level Addition and Project No.: Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 6 January 2003 COOPER ROBERTS SIMONSEN 1001/008 ARCHITECT'S SUPPLEMENTARY INSTRUCTION #013 1156rv6rloreieers11302 .0291TeKn08 - Cons Admnstration1Suuulementaru Irstruct,o Arehdee't 01/06/2003 14:56 FAX +208 523 3681 HEATH ENGINEERING COMPANY 377 West 800 North, Salt Lake City, Utah 84103 ENGINEER'S SUPPLEMENTAL INSTRUCTIONS NO. #5 Owner x Architect x Consultant x Contractor x Field x Other PROJECT: Mark Austin Addition Date of OWNER: BYU - Idaho Issuance: December 27, 2002 TO: Jedd Walker Engineer: Nolan E. Johnson CONTRACT Engineers FOR; Construction Project No.: 3564.01 The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding In accordance with these Instructions, Indicate your acceptance of these instructions for minor change to the VWWrk as consistent with the Contract Documents and return a copy to the Architect. ELECTRICAL CLARIFICATIONS FOR ADDITIONS/ CREDITS: Rcf. E -003 MCC3. Change Heater Water Pump CP -3 to CP -1 and Heater Water Pump CP -4 to CP -2 Change HWP -1, HWP -2, CP -1, CP -2, CP -5, and CP -6 to 15HP with size 2 FVNR starters and 4.5/.3 breakers. Change Cooling Tower CT -1 to 1.5HP with a size 1 starter and a 15/3 breaker. Ref. E -105: Add note 11 "HWP Pumps co be replaced. Provide new disconnects, conduits and conductors to MCC3. 1" conduit with 3 #8 & 1 #100. See E -401" Rcf. E -401: Change CP -3 to CP -1 and CP -4 to CP -2 Add note 22 "ICP -3; HWP -1, HWP -2, CP -1, CP -2, CP -5 &CP-6. For conduit and wire sizcs see E- 601." Change note 6 to "60 /3/NF /1/HD /600" Ref_ E -603: 1CP -3 is 3HP HWP-1, HWP-2, CP -1, CP -2, CP -5 & CP -6 are all 1.5HP, 480/3, with size 2 starters, 45/3 breakers, 30/3 disconnects and 1" conduits with 3 #8 and 1 #10G \ \SERVER \PROJECT$ \B02 - 028 \TEXT \08 - CONSTRUCTION ADMINISTRATIOMSUPPLEMENTARY INSTRUCTION5 \CO(\5ULTANT\ESI75.DOC COOPER ROBERTS SIMONSEN fit 002/008 01/06/2003 14:56 FAX Change pump change the bre +208 523 3681 COOPER ROBERTS SIMONSEN a 003 /008 T-2 to Cooling Tower CT -1, change the CT -1 FVR starter from size 3 to size 1, and Aker from 70/3 to 15/3_ Ref. 1;C -101& MC -501: Change Cooling Tower CT -1 from 208 volts to 480 volts and show feed from 480V MCC. Coordinate with mechanical contractor. December 27, 2002 ISSUED: ACCEPTED: BY: Nolan E. Johnson BY: HEATH ENGINEERING COMPANY CONTRACTOR \\ SERVER \PROJECTS \B02 \TEXT\o8 - CONSTRUCTION ADMINISTRATIONNSUPPIEMENTARY INSTRUCTIONS \CONSULTAN1\ESI #S,DOC TYPE 50.3050 IrOCEL LOC1TI.AF 84:6"911 191.T656 *Of 211 3 PBAa 447x• 400 TYPE. WARE O IltL LEG.TIC2 B4613331 YQI 4 ]JB1I70, 3 FNA6E A11'5 /CO MGC -I f •OTOR CONTROL CENTER SGNEDULE rem 9155 OILY L 61 'IGIZONIAL 1956I `A3rnGY 131151Y: 1 15E CAPPER 0126165 6B'. Air. 651;13R4CPS 600 A 370 A 93 TO 56alrii AL (RfAlt2 BBS 110l50331110 NCI -- COPY - FR 1'Ca1416YE atlKYE 937'ACE TO - 51ff' . 113 SIZE' 1tHOR IF RA 61ARI12 413E cRarr B4✓S.5 92E E31. R0.f5 rrir NV c0V`•RLLVGF5 FILL 95C11311 7 Ala 4114 • 11 •- WA WA (6 NM K(A WA IVA 1116 4 6 1 2 13 067 CCLL GIOR 5 3 b 3 FA 34 1144S 55 PLOT L01415, CPT, 1-3-A 1 3 0 REIN= caXi>atx1S+ I .396 1 B 3 FA 6 r.44; S PLm 11911 CPr. 14-0-A [ 1 1 2 41R C O V R E 5 S A 0 308 7 50 3 F A 50 MIL 55 FLO1 Lk31 CIII.1-0 -A 5 0 AR Call 0 32a 2 90 3 rA 50 PISA 55 PLOT LI(3715,9 4-3-A 3 1 6 3 30 PAZ 93 PL OT 1.161116 CFI. 14-0-A 2 3 9 IFA181 HATER E1rP rR -2 6 a 2 2 2 1 0 mail !C 146 62 WA 725 3 KA 775 BREAKER Orly 2 0 GGWN& 5 161 1 3n 3 FA 30 1VR, 95PLOT LI61B".acFr.RSA 144135 PLOT 1 Cyr, 1-0-A 7 3 4 NEVA/CR 1 2 1.41 1 6 3 rA 6 2 4 _ 12 ELEV6IGR 9 ` 1 - s�� 1 6 7 rA LE. WW1, S5 5101 LI0.15 CPT, llaA 2 5 12 3WIN - 1 6 3 rA IA roe, 55 F107 1.16143, CPT, 14-0-A 2 6 4 _ 91.43[ 11 1 1 6 3 FN[( S5 Max L761415 cPL 1400 -11 3 FA 30 PRA, 55 PLOT L10411$0P7.11 -6-A 9 3 42 P617179011 2 3 1 12 5F1111E 3 1 32 9 rA 30 rN1{ 55 Pgpr L31.T5 CPI, H-0 A 3 2 12 WARE 3 1 30 3 TA 33 ;VHS °LP {ar L133116?YI,1.-0-A 3 3 13 SPARE 3 1 30 3 rA 33 fY1R S5 3 4 _6 36 PA!B X B(A B/A RSA RSA KM 241.4 WA Mar 00175 OTT, 14-0-A 12 CRR115 101AL 4 I 12 [162149011 2 4 2 12 PRO1531431 2 44 3 12 PROVt9O4 2 4 4 4 PRO 15143$ 2 4 S 0 115Fri19431 2 ' 1 6 12 FRO619071 2 - I TOTAL 41 7111 TYPE 50.3050 IrOCEL LOC1TI.AF 84:6"911 191.T656 *Of 211 3 PBAa 447x• 400 MCC -3 I1OTOR CONTROL CFNTER SCI-IEDLLE 14/111 L141501LT 5051 [411[111 56111142 a5 11QJ339YI115 HO 61 14113011.41 1100 VIRTLG& 42 1411 3017 A 410.'E CCPPER11155163 6%. AIL. 69( BAAOITG COPPER 1• C56442E1E 93 TO I norm VARIER 0533$' BIFMKEi 3327111 110 51ff' i 14 FLA 513E 513E 14/4 PC ES EFi6N TTPL 944 ATP WAR 4EY1218 I 1 18 FILL 95C11311 7 Ala 4114 Ha WA W A IVA _ _ _— I 2 IS 4031.745 TCFHL CP-5 4 6 a 2 45 3 FA 13 PAR.* PLOT LIG141 al ,14-9-A 1 3 6 646100 11619[ R)P 0P -3 6 a 2 6 3 FA 10 PAIL SS PLO1 L16716 CAT I 4 6 °Amu MATLR PSP CP- I 6 21 2 45 3 FA 10 _114A PAIL PLOT FA FA 95 L13115.AT.1 -PA 2 2 6 Ca1N6 536Z 15 3 1 6 3 30 PAZ 93 PL OT 1.161116 CFI. 14-0-A 2 3 9 IFA181 HATER E1rP rR -2 6 a 2 45 3 30 Mil 55 PLOT 17511115454, 144}A 7 4 6 I1EAT1r RATERRrP CP-1 6 71 2 46 3 16. 33 fVNL2 PLOT 1.1955. GPI, 14 -0,4 2 5 6 COG BIG Ta.LR (P-6 6 2 2 45 3 rA 70 now 55 PL04 LI911`m CP1.110A 3 1 R 5636453_1 CPC FUP I0°-3 3 111 I 6 3 FA 6 P/141.$ PL01 L167 3 2 R SPARE 1 30 3 FA 30 PRA, 55 PLOT L10411$0P7.11 -6-A 9 3 42 P617179011 2 3 4 12 PROVISOS 7 3 5 12 PR6.19G1 2 - 3 6 12. P 129011. 2 — 101AL 915 [313 w { J •n 01 r D m 0 z m 1 0 1 4) 4) 4) 1 1 1 / ) 1 1 l 1 1 1 1 4) ) 6) 4) 4) 1 6) 1 ` 1 3) 3 ) ` ) 4) 1 5 21H moz rD CD to 21 rn 0 L1 m 70 O m 0 A5G. cl Iot BOGV3 -02 4 ' TEU NG 1 SRAM c A■ 7 4' NEW GNILLER f -- ( ND 1 d 1 P3-+2 N- G:1-12 7' 1 015TRIuu111GN SEGTION p - 1_ 60/3 P3-500 N=I -250 GI-02 3 KAIG AVAILA15LE NEW FY.G -3 5EE %NEGuLE 1.� �� r G ��-- .� iV �' .i - ✓�.r — rrr'��r .r.i .rv.✓.� r ✓.+ -- -. 6or 3' l t 1 I [ 1 1 (( 2013 t 4513 ( 45/3 ( 453 453 t 4513 t 45/3 ( ;5/3 5 11 1 2 1 2 12 12 1 2 12 1 - {� PAIR T Fvtaz T Pn.R �vNrr T � +nom ; vNR j �e � : nz 6013R 0 ONE —LINE REVISED DIACR SCALE. NODE 3-4,(7 1 N -I -4!O C>_I-04 N G 225/3 - 30 0 13R1N0/600 ; Gt9 6NF J 60131PF/U 6013t4FRl 601311+1v 017 N p/6a0 1-MO I0/60 1412160o I N.- r Q 15 15 0 ® 0 .O, 0 6,1-0 1 lei RtF R11 fU'P Fury RBP Rip DING f0IER Y ^ " --- -^ • J 3 NW.' -F 1-11V-2 !. P -1 GP -2 GP -5 GP- C1 ) 1 NBA PANEL IMP' UP' 48012T7V 30 41 42 KAIG,5EE SG -H]ILE NEW PANEL 66 4004211V 36 41-4 2., 22KAG 1 ' I 2 2 3 3 CHILLED C COOLING S SNOW MELT ' SPARE CPILLE J WATER P P. N NEATING P PROVISION 01/OG/2003 14:57 FAX +208 523 31 C HEATH „2'561x71:5 COOPER ROBERTS SIMONSEN 008 /008 MOTOR GONTROL GFNTER rriCG -3 ■ 480V, 3PN,11-1, 65K A.I G (50% NEUTRAL) -- LOCATED IN BASEMENT AREA PROJECT CLIENT BY NAD AUSTIN BUILDING REV:SION 12/30/02 BRIGHAM YOUNG UNIVERSITY - IDAHO DRAWING # DATE . DEC, 30, 2002 FILE 355401 -SKE -003 -2 SKE -003 -2 01/06/2003 14:57 FAX +208 523 3981 NEW 206V rIGGI TC REPLACE EXISTING NEW 480V DISTRIBUTION 'ANEL ''NMDP" :ELOCATED 'ANEL "E" JEW 480V MCC 3 NEW CABLE TRAY NEW 208V SERVICE DISCONNECT PART SCALE: 1 /8' -0" - 10 5 0 HEATH CI€ z CCr^ul'r'ly PROJECT CLIENT By NAD COOPER ROBERTS SIMONSEN Grit. X -35 j, w 3 ( NEW ATS ( [1 - NEI 208V DIS RIBUTION PANEL 'LrIDP' ATG PANEL 10 20 'E- A / -1\L- I I NEN BUSSED 54L SECTION r T'- E-181 AUSTIN 6UILDING GP ■ 60 /3 /NF /I /1-D /600 DISCONNECT TO MCC 3) ICP-3, I-4WP -1 NWP -2, CP -I, GP -2, CP -5, CP -6, FOR CONDUIT ANg WIRE SIZES SEE E- 603. �.�,�_J,.�� ^ , -� A Al BASED E\ T POWER RE BRIGHAM YOUNG UNIVERSITY - IDAHO DATE DECEMBER 2002 FILE 356L01 -SKE -401 -4 E. _- EC' (E) ,_, VODE b C] 007/008 GPI -1 2 r t: L Ct ��EJ DRAWING 4 REVISION 12/30/02 - -01 -4 w D O r) m z a -u O m 0 EXISTING NIGH VOLTAGE DUCT BANK TO PHYSICAL PLANT 1 BUILDING I - i ! II 1 ' - - I r 1 _ �'� I NEW 208V TRANSF I 1 L I I , L I - � I IIWP -I NwP -2-� I 1 rI 1I "GWI1N 1 • 15 PR 11 14 ATS MCC [3 IAN =I PI' PUMPS TO BE REPLACED. PROVIDE NEW DISCONNECT, CONDUIT AND 6ONLXICTORS TO 11GG3. 1" CONDUIT HITN 3 4 1 #10 SEE E -401. BASEMENT ELECTRICAL REMODEL 4" SCALE VI6 " =1' -G" 20 ro 0 20 40 S.:1V 2002 12:13 FAX Cooper Robpits Architects +208 523 3681 COOPER ROBERTS SIMONSEN tiil00 Simonsen ■III ARCHITECT'S SUPPLEMENTARY i! m ■ ,A; INSTRUCTION #012 11Saroarlorolecw \B02.0261Texn108 - CenrtrucLon Administration\Suoolementory InsvuollonaWro'illeot'a Project: Mark Austin Engineering & Technology Owner's 2386 Building — Main Level Addition and Project No,: Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Date: 31 December 2002 To: Bateman -Hall, Inc, (208) 523 -2681 1405 Foote Drive Fax (208) 524 -4435 Idaho Falls, Idaho 83402 -1829 From: Cooper Roberts Simonsen Architects Architect's B02 -028 P.0, Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Page(s): One (1) 8 '/" x 11" sheet and two (5) 8 1 /2' x 11" supplementary instruction sheets from Tanner Smith & Associates, The work shall b carried out in accordance with the following supplemental instructions issued in accordance with he Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in ccordance with these instructions indicates your acknowledgement that there will be no change in the Co tract Sum or Contract Time. Description: 1. The qual ty of workmanship of the east foundation stern wall that is south of the new entrance is unaccep able. The wall needs to be saw -cut and removed except for the south 20 feet of the wall. a. '.awcut the existing wall 6" above the top of the existing footing. b. se a chipping hammer to remove the concrete to the footing. Do NOT use a large j ckhammer to remove this concrete_ C. 1 onnect new rebar to the existing bar using Bariock mechanical couplers. d, - ee attached detail and information sheets from the Structural Engineer. Reason: 1. The new oncrete stem wall is not straight. In addition several large blow - outs in the formwork will prevent .roper placement of the cmu on the interior face of the wall with the 2" grout space as shown in the drawings. End of Architects Supplementary Instruction: Issued by: • raham Whipple •ooper Roberts Simonsen Architects Email To: •oil Clements (208) 523 -1643 Rudy Puzey (208) 496 -1860 doilc@baternan-hall.com puzeyr @byui, edu :III Anderson (208) 496 -2976 Chuck Frost (208) 496 -2490 Billandrsn2 @aol.com frostc @byui.edu L -s Meacham (208) 496 -2490 Rexburg City (208) 359 -3022 mechaml@byui, edu vale @ci,rexburg.id.us • Ian Hall (208) 496 -1860 halla@byui.edu r'r: :o N:)Rfr' 2 :);l'A/ ,7 „ >; 1 ;AKt CrlY, 111AII'`+•I II'M + (t^lfli •3''f: ,- 1!%I;•) 4 I';ItI; ‹I;''•C;; • {!Kb : I ).1I L. , f 2,,1 ' •);1 l2. ,.. .)0 fr;a I;�' PA'. + PI.9 ,I°I. % HOB r3:: ..0 " s (201;) .t .Y.',,C.7y- , 1 'c::c . ". 1/006 12/31/2002 12:13 FAX 12/30/02 MON 16:58 TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Moll Street Bountiful, Liter 84010 Phone (a01 296 - 8795 Few (801 208.1132 E —moil LsscCoro ■.net +208 523 3881 FAX 801 288 1132 PRCiECT ARCHITECT e" 1 a -,-- COOPER ROBERTS SIMONSEN TS S F ..... : i f 1 III : Nib, / wen vM- oorv� -, a►TE / ENGINEER C4) 7 n OF al ryf /3,4, /4,Ae a002/008 0 001 4. 6 4: ro 1, . s i. �... 44. K 12/31/2002 12:13 FAX +208 523 3681 12/30/02 MON 10:68 FAX 801 2E18 1132 T S S E COOPER ROBERTS SIMONSEN BAR-LOCK MB1 Couplers a 003/006 Ej 002 ' • • •.• , zoAR-LacK•IMBTr;? . • OUPLER SYSTEMS „ • ,•:„. ,1 ; . • • ..'• "!•;. ", • • . • ' ; I • • • 7. : • ' •• ORIVMV P0 Bx2O28� 054:. • - L • (3eg) 73'61 1ai -q3'eillnpflaiw WA 9421;4200 • FNCOD):10:113f47. 12/31/2002 12:14 FAX +208 523 3681 12/30/02 11 ION 17:0.1 FAX 801 298 1132 Transition Coupler Cross section showing the embedment of the lockshear bolts and saddle into rile liar and the interior wall of the coupler. COOPER ROBERTS SIMONSEN '1' S S E Standard Coupler BAR -LOCK MBT Couplers BAR (MBT) RANGE OF COUPLERS Bar- Lock's unique and patented rebar couplers offer cost effective and easy solutions for Joining steel reinforcing bars (rebar) from #3 through 418 (I0rnm 57mm), plain or deformed, in both tension and compression applications. They are easy to install, and achieve loads greater than the yield strength specifications of the American Concrete Institute (ACJ), American Association of State Highway and Transporatlon Officials (AASHTO), International Conference of Building Officials (1C130) and 1.1S and Canadian departments of transportation for 60- grade rebar. The couplers are made of a steel tube with internal serrated strips, and a series of lockshear bolts, The tightening of the bolts embeds the bolts and serrated strips into the rebar and also embeds the serrated strips into the interior wall of the coupler. This creases a mechanical bond that exceeds yield strength criteria for tension and compression connections, The couplers are designed Co perform both as a "standard" coupler and as a "position" coupler; therefore they may be used when both bars are fret to rotate, or when one or both bars are fixed in place. The range of Bar -Lock MBT couplers Includes; • Standard Tension /Compression Coupler The standard coupler for joining similar sized rebar, • Transition Coupler — The effective solution for Joining rebar of different diameters. • special Application Couplers — Custom - designed couplers using the same principles as the standard coupler, for connecting rebar in unique applica- tions. BENEFITS • Fast and simple to Install — Just slide the coupler over the rebar joint, tighten the bolts with a ratchet or impact wrench, and you're finished No heavy equipment is needed: no special training required! Use available onslte labor! • No costly bar preparation — Bar -Lock couplers do not require special bar preparation, no threading or rotation of the bar. Bars can be cut to length in the field. • Versatile for difficult fobs — liar -Lock couplers can be installed In awkward or congested situations, spaces with limited accessibility, or when bars are already in place, • Cost effective — Bar -Lock couplers eliminate the need for expensive equipment and specially trained labor, saving both time and money These factors, plus the speed and ease of Installation reduce total installed costs to a minimum. • Exceeds industry strength requirements for tension, compression, and cyclic (seismic) loading situations. Ij 004/006 Q003 i � 12/31/2002 12:15 FAX +208 523 3681 annPal BAR -LOCK Saies & Technical Services (800) 755.4888 / (360) 738-1891 TESTING AND APPROVALS Bar -Lock couplers are designed and manufactured in accordance with the highest industry standards and have been test certified to exceed the require - T. ntents of the following design 1 codes and approval agencies: ACI 318 -39, ACI 349 Nuclear, ACI 359 ASME Nuclear, CSA N287 -3 Canadian Nuclear, ICBO, AASIITO, U.S. state departments of transportation, Canadian ministries of highways and several international design codes. Full tests to failure are routinely.carried out on randomly selected couplers. Each Bat - Lock coupler Is guaranteed to surpass Industry strength requirements for splices of 60 - grade rebar, with actual results most often exceedlne 150% of the specified minimum bar yield. APPLICATIONS NEW CONSTRUCTION When compared to other mechanical splices, Bar - Lock couplers are cost effective when all installation factors are considered; the ease and speed of Installation, no requirement for bar preparation and no need for special equipment and training. When compared to lap splices Bar -Lock couplers simplify construction design and reduce the amount of rebar required. This means Tess rebar congestion. greater strength, and overall cost effectiveness, COOPER ROBERTS SIMONSEN fa005/006 INSTALLATION Bar -Lock couplers are easy to install and need no special equipment or trained personnel, Rebar is positioned into the coupler and the bolts tightened until the heads shear off. This gives an instant visual check of correct installation, Insert the rebar 1/2 way 0 inw the coupler, Tighten each bolt to snug -fit. gq Insen the Second bar into the coupler until It Putts against the bar -end previously installed. 'lighten the remaining bolts to snug -fit. gib alt Potts using a ratchet or impact wrench until the heads shear off, O The connection is now complete_ Note, It is not required tl,;.t the bolt heads shear off, only that prover bolt tightening le achieved. The bolt heads are designed to shear of to eliminate unneeded materials and to provide visual evidence of adequate bolt tlghcening. REPAIR AND REMEDIAL WORK Corroded or damaged rebar In existing concrete is often a problem in repair work. With Bar - Lock couplers only a minimum amount of concrete and bar needs to be cut out, making replacement quick and easy. Bar -Lock couplers can be pushed fully over either end of the replacement bar, and temporarily held into place while the replacement bar is moved into position, The couplers can then be pushed over Lhe Iolnr and the bolts tightened to complete the splice. This provides a quick and easy repair with minimum disruption to the existing concrete, _4aY YY9 1 Replacing congaed or damaged reinforcement to eulsnno concrete. R R Z C 4 I 866 T08 XV3 0 s LT r"[ON1 1 0 /OE /3T 12/31/2002 12:15 FAX +208 523 3681 COOPER ROBERTS SIMONSEN 12/30/02 MON 17:03 FAX 901 298 1132 T S S E Basic Product information — Standard Tension & Compression Couplers Standard Coupler 1CBO Recognized BAR -LOCK MBT Couplers STANDARD TENSION / COMPRESSION COUPLER Bar - Lock's basic coupler, fully tested and approved for effective splicing of rebar, is fast and easy to install with a minimum of labor or equipment, • Guaranteed to exceed industry requirements in both tensile and compressive loading situations. • Available In a full range of sizes to suit rebar from #3 through #] 8 (10mm to 57mm). • Fast and simple site Installation. • No need for specially trained site personnel. • No threading or rotation of rebar required, • Performs as a "standard" coupler as well as a "position" coupler, for use when bars are already In place. • Reber can be cut to length In the field, • Can be Installed in awkward or limited space situations. • Instant visual check of correct Installation. - •IC80 recognized for sizes #4 - #14. a 006/006 005 Cooper Roberts Simonsen Architects ■■ ■a■ ■ Project: Date: 17 December 2002 To: From: Reason: 1. Coordination. Issued by: Email To: Doil Clements Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Page(s): One (1) 8 1 /2" x 11" sheet. The work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: 1. S1.01 — Footing and Foundation Plan a. Reference the new F -2C footing located at the top of the page (i.e. the new footing for the wall at the new ramp). The footing will be discontinuous where there is a walk way below in the crawl space. b. Where the concrete footing is being omitted (see above) install (2) #5 in the bottom and top of the concrete wall to enable the wall to span over the opening. 2. AD101 — Demolition Plan Area "A" & Second Level a. Reference Hallway 1E: Reference note '44' indicates to saw -cut the existing floor to accommodate the new footing. Do not saw -cut the existing concrete floor located over the walk way in the crawl space (see above). End of Architect's Supplementary Instruction: Jedd Alan Walker, AIA Cooper Roberts Simonsen Architects Bill Anderson Les Meacham Alan Hall ARCHITECT'S SUPPLEMENTARY INSTRUCTION #010 (208) 523 -1643 doilc @bateman - hall.com (208) 496 -2976 Billandrsn2 @aol.com (208) 496 -2490 mechaml @byui.edu (208) 496 -1860 halla @byui.edu \1Server\projects1B02- 028 \Texfl08 - Construction Administration \ Supplementary Instructionswchitecrs Owner's 2386 Project No.. Architect's B02 -028 Project No.: Rudy Puzey Chuck Frost Rexburg City (208) 523 -2681 Fax (208) 524 -4435 (208) 496 -1860 puzeyr @byui.edu (208) 496 -2490 frostc @byui.edu (208) 359 -3022 valc @ci.rexburg.id.us 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchitects.com 11/27/2002 10:33 FAX +208 523 3881 Cooper Roberts Simonsen Architects al M o Project: Date: 26 November 2002 To: From Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc, 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Pege(s): Two (2) 8' /3" x 11" sheets. Reason: 1, The existing workstations are not shown on the drawings. 2. Error In the contract documents. COOPER ROBERTS SIMONSEN (x001 /004 PROPOSAL REQUEST #018 Sarvarloroi auxlP107- 07A1Tnw606 - COAelrvel,an Aam iniacrar,on \Pr000aol Owner's Project No.: 2386 Architect's B02 -028 Project No.: Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN (208) 523 -2681 Fax (208) 524 -4435 Description: 1. Reference Sheet AD101 — Demolition Plan a. Detail A5 — Basement Floor Demolition Plan — Area "A" i) Remove existing computer work stations (built -in casework) in Computer lab 005. There are approximately five rows of 10 stations each, II) Remove existing bookshelves in Computer Lab 005, There are approximately 14 linear feet of bookshelves, that are 4' -0" tall. iii) Salvage to Owner two (2) existing podiums in Computer Lab 005. iv) Salvage to Owner the two existing white boards on the west wall of the existing classrooms, 2. Reference Sheet AD102 — Main Floor Demolition Plan Area "B" a. Remove and salvage to Owner the existing lockers in Hallway 1 BC. The lockers are to be given to the Owner for use elsewhere on campus, The lockers will need to be removed during Christmas Break, The emu base below the lockers will also need to be removed, i!,)L I`l: rf<rf'i i ' , ) I ! 1 Y E : ) I ° :714 i i LGI I'„ 4, i i ' 1 ' , ll` l l u t' lrl': F. ;CAL ' C. I•/a11;) li, %` r7(,) 8;i1;.)3 • , l l;i ' .. ) ,16', I ' i , Vi': C, l ;;;',,P,3 t 11/27/2002 10:34 FAX +208 523 3681 Cooper Roberts Simonsen Architects ■■ " ! 11111 ■ Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. End of Proposal Request: issued by: Graham Whipple Cooper Roberts Simonsen Architects Fax to: Doll Clements Bill Anderson Les Meacham COOPER ROBERTS SIMONSEN fa 002 /004 (208) 523 -1643 (208) 496 -2976 (208) 496 -2490 PROPOSAL REQUEST #018 uSaroer \OrOleaS1602- 0261TBa1108 - Conslruclian Adminiorrren \ProQoee Alan Hall Chuck Frost Val Christensen r' 71' ; -I il: ( \:h'`5, iPi.� i 'L'. Il'i '?t a rR /.11(i••l ti ,<,,; ;i l.rt r r,cr j! ) Pg `( (11 :3 .:NE.E:r • .DI:4,}- +0 . il %4i „ il'• i'',S,'' °l :)` j •!;`�: i- f „ ;� r `• (208) 496 -1860 (208) 496 -1185 (208) 359 -3022 11/27/2002 10:34 FAX +208 523 3981 Cooper Roberts Simonsen Architects ■■ Project: Date: 26 November 2002 To: From: Fax to: Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 COOPER ROBERTS SIMONSEN IJ 003 /004 PROPOSAL REQUEST #020 Owner's 2386 Project No.: \lS6NB'ICro,e:AZ\BC2- 0281To R Q8 - QonztrJCLon Adminicrravon1Prnnncal Architect's 802 -028 Project No.: Page(s): One (1) 8'/ =" x 11" sheet and one (1) 8 1 /2" x 11" drawing sheets, Please submit an itemized quotation for changes in the Contract Sum and /or Time Incidental to the proposed modifications to the Contract Documents as described herein, THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN Description: 1, Reference Sheet AE402 — Enlarged Restroom Plan and Interior Elevations a, Detail E5 — Add a bay of drawers to the base cabinets in M.E. & Tech Classroom 157 as shown on the attached detail E5 /AE402. See attached drawing AE402.1 _ Reason: 1. Owner requested the change too close to bid opening to issue the change by addendum. Doil Clements Bill Anderson Lloyd Benson Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. End of Proposal Request: Issued by: Graham Whipple Cooper Roberts Simonsen Architects. (208) 523 -1643 (208) 496 - 2976 (208) 496 -2490 Alan Hall Chuck Frost Val Christensen (208) 523 -2681 Fax (208) 524 -4435 ;(‘ ,; i,'(1il' ".'!';'I'SALl .,IiAHe:ii{).j • ( tillli i.'.. ''rl ' 1 ,'t();I a "I 'i;)I'7 I EEi 11)4`\H;) rA1 8 '.i),'i (2.0;2'. E;2.1 ;(�., +', ! :,,;'Y "i'l I'ir ?'. ' -bil ,I;: :: ■ '.Nil (208) 496 -1860 (208) 496 -1185 (208) 359 -3022 m 0 z m m n m DJ n 0 0 0 m m D 0. 0. c O m 0 Q 0 F.1 0 co -s 0 0 D =A OD Z C 7c1z rn G) �rn O m. 0O r m 2 co r 0 z 6) EQ. Et . 14 5 EQ. 11 TYP. EAST ELEVATION /—.( 12) TYP. ELEVATION - 4 TECH, CLASSROOM 151 N -4 N 0 0 ! N W A D 0 0 0 0 09/17/2002 17:11 FAX +208 523 3681 r " Cooper Roberts Simonsen Architects Iw■ J IN COOPER ROBERTS SIMONSEN 001 /002 TRANSMITTAL / MEMO 11Server1projeclel602- 028,rex tee • co \Merno Code 002 doc PROJECT: Mark Austin Engineering and Technology Building- Main Level Addition and Remodel DATE: 17 September 2002 TO: Val Christensen (208) 359 -3020 Building Official Fax (208) 359-3022 City of Rexburg 12 North Center Street Rexburg, Idaho 83440 FROM Jedd A Walker VIA: Mail COPY TO: N/A ATTACHED: Proposal Request #006 REMARKS: Val, Please find attached the above referenced information Thank You, Jedd A. Walker, AIA 1.10 ! l ;111, N,, i 1 I i: 1/A1i t:rI 1 I? , .`_16) 11,.1 ;;J '7 .`'I_' li ` „i l I�) ; i1% F P = i 1 �. 1 , °1C> � ) , }' 1�.[ • 1_!SJ ('■_);i , .i ?I:' I " !IA /. :.'L';1 ` Nvi 09/17/2002 17:11 FAX +20B 523 3881 Cooper Roberts Simonsen Architects M. MON Project: Date: 16 September 2002 To: From: Mark Austin Engineering & Technology Owner's 2386 Building Main Level Addition and Project No.: Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1629 Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Page(s): One (1) 8 '/" x 11" sheet, Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN Description: 1, Provide a price to not supply the cylinder for door 155A. The Owner will supply a Medeco cylinder for door 155A. Reason: 1. Contract documents were incorrect. End of Proposal Request: Issued by: Jedd Alan Walker Cooper Roberts Simonsen Architects Fax to: Doll Clements Bill Anderson Lloyd Benson COOPER ROBERTS SIMONSEN IJ002 /002 (208) 496 -2982 (208) 496 -2490 PROPOSAL REQUEST #006 ; ry Or\proleCIF \BJ2 -02e\1 e%IW8 - CCI161rJ01iOn 'dm inuslralion'Prapcsal Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal, Rudy Puzey Chuck Frost (208) 523 -2581 Fax (208) 524 -4435 it10 147i : :ili ;'',.:.I :L ,1 I I ',Ki_ !" i ; -i ?,( I "� ;111 ,�i,,r, FAI I 1: -'Vi' c „ ,? �;rl���(•i • ),i \ \i I �, ,.:01-1;..) lil.i (!:)5l t„ v, ; r, 2 "i;il :.4Va„'.�•.. Iti a'. (208) 496 -1860 (208) 496 -1185 Report to: 9 T R. a I a GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way 43. 208 237 -3400 / Fax Project: Contractor: Structure: Location: Reported by: Mix No.: Sacks /CY: Cement: Admixtures: BL 513 NR NR NC 534 SPECIFICATIONS Slump, inches: 4" +/ -1.5 Air Content, %: 5 +/ -2 FIELD TEST DATA Slump, inches: Air Content, %: Unit Weight, pcf: Conc. Temp. °F: Air Temp, °F: Concrete Sampled Tested & Cylinders Date Cast: Time: By. 3.00 5.0 NR 70 23 Sample No.: P03037 Chubbuck.Idaho 83202 208 237 -3449 CONCRETE CYLINDER TEST REPORT BYU IDAHO PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 AUSTIN BLDG BATEMAN HALL FLOOR SLAB NORTH END OF ADDITION MATERIALS AND MIX DATA (ASTM C -172), Cast (ASTM C -31) 02/03/03 10:45 AM BL (ASTM C -143) (ASTM C -231) (ASTM C -138) (ASTM C -1064) LABORATORY TEST DATA (ASTM C -39) Concrete Supplier: Method of Mixing: Aggregate Source: Water Source: REQUIRED STRENGTH, PSI 7 Day: NR 28 Day: 3500 Truck No.: Ticket No.: Time Batched: No. CY represented: Water Added, gal.: Report No.: Date: 02/03/03 File No.: BYUIDA Project No.: P02098B Invoice No.: WALTERS READY MIX TRANSIT STOCKPILE TRUCK 62 7423 9:05 AM 11 NR Cylinder Curing (ASTM C -31) Field Cure Days: 1 at Temp. Range, °F: 20-45 Lab Cured from: Date Received: 01/29/03 Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (Ibs) (days) (psi) P03037A 6.02 28.46 105640 Conical 02/10/03 7 3710 P03037B 6.02 28.46 135960 Conical 03/03/03 28 4780 P03037C 6.02 28.46 142050 Conical 03/03/03 28 4990 P03037D 0.00 HOLD 28 0 Reviewed By: IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA Report to: Project: Contractor: Structure: Location: Reported by BL Mix No. NR Cement/Lime NR Cement Type NR Admixtures NR Specifications: Slump, inches Flow, inches Grout Temp Air Temp Grout Sampled Tested & Prisms Cast using 4 masonry blocks Date Cast Time By: Prism ID s T R a T a GEOTECHNICAL ENGINEERING & MATERIALS TESTING P03043A P03043B P03043C 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 BYU IDAHO PHYSICAL PLANT BUILDING 0/0 BYU IDAHO REXBURG, IDAHO 83440 AUSTIN BUILDING SOMERS /BATEMAN HALL EXTERIOR WALL SW AREA 02/04/03 12:00 PM BL GROUT CUBE TEST REPORT MATERIALS AND MIX DATA FIELD TEST DATA NR ASTM C 143 68 F ASTM C 1064 30 F ASTM C 1019 LABORATORY TEST DATA (ASTM C 39) Prism Dimensions X -Sec Width 1 Width 2 Area (inches) (inches) (sq in) 3.00 3.00 9.00 3.00 3.00 9.00 3.00 3.00 9.00 Grout Supplier Method of Mixing Agg Source Water Source Required Strength, psi Total Load (Ibs) 13260 27220 26240 Prism ID Number Date: File No. Project No. Invoice No. WALTER READY MIX TRANSIT NR NR 7 day 28 day Prism Curing Field Cure, Days @ Temp Range ° F Date Received Time Batched No. CF Represented Date Tested 02/11/03 03/04/03 03/04/03 IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA P03043 02/04/03 BYU I DA P02098B 2000 ASTM C 1019 2 30 -70 02/07/03 11:09 NR Age Comp Tested Str (days) (psi) 7 1470 28 3020 28 2920 HOLD Ave Strength, psi = 2970 (28 day specimens only) Reviewed By: Report to: Project: Contractor: Structure: Location: Specifications: Slump, inches Flow, inches Grout Temp Air Temp Date Cast Time By: GEOTECHNICAL ENGINEERING & MATERIALS TESTING Prism ID P03041A P03041 B P03041C S R. a T a 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 Reported by BL Mix No. NR Cement/Lime NR Cement Type NR Admixtures NR 8.0 68 F 30 F Grout Sampled Tested & Prisms Cast using 4 masonry blocks BYU IDAHO PHYSICAL PLANT BUILDING 0/0 BYU IDAHO REXBURG, IDAHO 83440 AUSTIN BUILDING SOMERS /BATEMAN HALL EXTERIOR WALL SW AREA 02/05/03 2:15 PM BL Prism Dimensions Width 1 Width 2 (inches) (inches) 3.00 3.00 3.00 3.00 3.00 3.00 GROUT CUBE TEST REPORT MATERIALS AND MIX DATA FIELD TEST DATA ASTM C 143 ASTM C 1064 ASTM C 1019 LABORATORY TEST DATA (ASTM C 39) X -Sec Area (sq in) 9.00 9.00 9.00 Grout Supplier Method of Mixing Agg Source Water Source Required Strength, psi Total Load (Ibs) Ave Strength, psi = 2045 (28 day specimens only) 12480 18600 18220 Prism ID Number Date: File No. Project No. Invoice No. HIGH VALLEY TRANSIT NR NR 7 day 28 day Prism Curing Field Cure, Days @ Temp Range ° F Date Received Time Batched No. CF Represented Date Tested 02/12/03 03/05/03 03/05/03 IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA P03041 02/05/03 BYU I DA P02098B 2000 ASTM C 1019 2 30 -70 02/07/03 13:15 NR Age Comp Tested Str (days) (psi) 7 1390 28 2070 28 2020 HOLD F. ,J Reviewed By: Report to: Project: Contractor: Structure: Location: Reported by Mix No. Cement/Lime Cement Type Admixtures ST R a T a GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 MORTAR CYLINDER TEST REPORT Flow, inches NR Air Content, % NR Mortar Temp 68 Air Temp 70 Mortar Sampled Tested & Cylinders Cast ASTM C 780 Date Cast Time By: Cylinder ID P03040A P03040B P03040C BYU IDAHO PHYSICAL PLANT BUILDING 0/0 BYU IDAHO REXBURG, IDAHO 83440 AUSTION BUILDING SOMERS /BATEMAN HALL EXTERIO MASONRY WALL SW WALL BL NR NR NR 02/05/03 11:00 BL MATERIALS AND MIX DATA FIELD TEST DATA ASTM C 109 ASTM C 231 LABORATORY TEST DATA (ASTM C 780) Cylinder Cylinder X -Sec Height Diam Area (inches) (inches) (sq in) 2.00 4.00 3.14 2.00 4.00 3.14 2.00 4.00 3.14 Mortar Supplier Method of Mixing Agg Source Water Source Required Strength, psi Total Load (Ibs) 4840 6840 6860 Reviewed By: Cylinder ID Number Date: File No. Project No. Invoice No. 7 day 28 day 1800 Time Batched Date Received Date Tested 02/12/03 03/05/03 03/05/03 IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA P03040 02/05/03 BYUIDA P02098B SOMERS ON SITE MIX ON SITE 10:30 No, CF Represented NR Cylinder Curing ASTM C 780 Field Cure, Days 2 02/07/03 Age Comp Tested Str (days) (psi) 7 1540 28 2180 28 2180 Report to: Project: Contractor: Structure: Location: Reported by Mix No. Cement/Lime Cement Type Admixtures Flow, inches Air Content, % Mortar Temp Air Temp Date Cast Time By: P03045A P03045B P03045C R a a 110 S GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 MORTAR CYLINDER TEST REPORT BYU IDAHO PHYSICAL PLANT BUILDING CIO BYU IDAHO REXBURG, IDAHO 83440 AUSTION BUILDING SOMERS /BATEMAN HALL MASONRY WALL CENTER SECTION OF BUILDING BL NR NR NR NR NR 64 30 02/11/03 9:45 BL MATERIALS AND MIX DATA FIELD TEST DATA ASTM C 109 ASTM C 231 Mortar Sampled Tested & Cylinders Cast ASTM C 780 LABORATORY TEST DATA (ASTM C 780) Cylinder ID Cylinder Cylinder X-Sec Height Diam Area (inches) (inches) (sq in) 2.00 4.00 3.14 2.00 4.00 3.14 2.00 4.00 3.14 Mortar Supplier Method of Mixing Agg Source Water Source Required Strength, psi Total Load (Ibs) 5620 13320 12780 Cylinder ID Number Date: File No. Project No. Invoice No. 7 day 28 day 1800 Time Batched No. CF Represented NR Cylinder Curing ASTM C 780 Field Cure, Days 2 Date Received Date Tested 02/18/03 03/11/03 03/11/03 Reviewed By: IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA P03045 02/11/03 BYUIDA P02098B SOMERS ON SITE MIX ON SITE 9:15 02/13/03 Age Tested (days) 7 28 28 Comp Str (psi) 1790 424( 4079 Report to: Project: Contractor: Structure: Location: Reported by Mix No. Cement/Lime Cement Type Admixtures Specifications: Slump, inches Flow, inches Grout Temp Air Temp Grout Sampled Tested & Prisms Cast using 4 masonry blocks Date Cast Time By: Prism ID P03046A P03046B P03046C S T R a T a GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 BYU IDAHO PHYSICAL PLANT BUILDING 0/0 BYU IDAHO REXBURG, IDAHO 83440 AUSTIN BUILDING SOMERS /BATEMAN HALL INT. & EXT. WALLS CENTER SECTION OF BUILDING BL 7 -BAG NR NR DARACEM -55 8.0 65 F 38 F 02/11/03 12:00 PM BL GROUT CUBE TEST REPORT MATERIALS AND MIX DATA FIELD TEST DATA ASTM C 143 ASTM C 1064 ASTM C 1019 LABORATORY TEST DATA (ASTM C 39) Prism Dimensions X -Sec Width 1 Width 2 Area (inches) (inches) (sq in) 3.00 3.00 9.00 3.00 3.00 9.00 3.00 3.00 9.00 Grout Supplier Method of Mixing Agg Source Water Source Required Strength, psi Total Load (Ibs) 27500 43340 39920 Prism ID Number Date: File No. Project No. Invoice No. HIGH VALLEY DRUM NR NR 7 day 28 day Prism Curing Field Cure, Days @ Temp Range ° F Date Received Time Batched No. CF Represented Date Tested 02/18/03 03/11/03 03/11/03 IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA P03046 02/11/03 BYUI DA P02098B 2000 ASTM C 1019 2 30 -70 02/13/03 11:14 9 Age Comp Tested Str (days) (psi) 7 3060 28 4820 28 4440 HOLD Ave Strength, psi = 4630 (28 day specimens only) Reviewed By:'y Report to: Project: Contractor: Structure: Location: Reported by Mix No. Cement/Lime Cement Type Admixtures Specifications: Slump, inches Flow, inches Grout Temp Air Temp GEOTECHNICAL ENGINEERING & MATERIALS TESTING Grout Sampled Tested & Prisms Cast using 4 masonry blocks Date Cast Time By: Prism ID Prism Dimensions Width 1 Width 2 (inches) (inches) P03054A P03054B P03054C S R. a T a 4460 Kinas Way #3, Chubbuck. Idaho 33202 208 237 -3400 / Fax 208 237 -3449 BYU IDAHO PHYSICAL PLANT BUILDING 0/0 BYU IDAHO REXBURG, IDAHO 83440 AUSTIN BUILDING SOMERS /BATEMAN HALL MASONRY WALL NE WALL BL 7 -BAG NR NR HOT WATER 8.0 65 F 12 F 02/25/03 11:45 AM BL 3.00 3.00 3.00 Ave Strength, psi = 0 MATERIALS AND MIX DATA FIELD TEST DATA ASTM C 143 ASTM C 1064 65 F in tent ASTM C 1019 GROUT CUBE TEST REPORT LABORATORY TEST DATA (ASTM C 39) 3.00 3.00 3.00 X -Sec Area (sq in) 9.00 9.00 9.00 Grout Supplier Method of Mixing Agg Source Water Source Required Strength, psi Total Load (I bs) 14460 (28 day specimens only) Reviewed By: Prism ID Number Date: File No. Project No. Invoice No. HIGH VALLEY TRANSIT STOCKPILE TRUCK 7 day 28 day Prism Curing Field Cure, Days @ Temp Range ° F Date Received Time Batched No. CF Represented Date Tested 03/04/03 03/25/03 03/25/03 IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA P03054 02/25/03 BYUI DA P02098B 2000 ASTM C 1019 2 30 -70 02/27/03 11:02 NR Age Comp Tested Str (days) (psi) 7 1610 28 0 28 0 HOLD Codes I Project Time From To Hours Mob Time From To Hours Miles Per Diem 1 B L D Lodging $ Mix No. Slump S xo 9 30 1. S % Air Total Yd' Truck No. Temp, °F //�� Truck Yd' 16) 30 iaX 3 l • EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Lac: Other (describe): Weather: faw--,�5" "2L5" Project: 41157i J ty. Project Address: 'i) Rig' Date: off- a f- n Type of '+ est /Insp: Deficiencies: Action(s) Taken: Results Reported to: STRATA PROJECT DAILY REPORT Approved Plans on Site: Yes No Date: Architect: of Client No: J3t1)Jt1k Project No: pesQ(Y9'M Permit No: of of Narrative - �r�n: � �:.. �. , � r �.� r Y � � r f -4•4 ../..T A A /M .1 i ryt to g . "‘::/.G!.vr..L. 'La 'L� J. AAA ."1/7.0/1 /9 -CIL,. .2 2 �I4 Arlo l . r� �L ! - # 'LA Sample(s) Obtained: Description Location Strata Representati Received By: Sample Type Set No. _ Mix No. Slump Mix Temp, °F Ticket No. % Air Total Yd' Truck No. Temp, °F Truck Yd' Project: 41157i J ty. Project Address: 'i) Rig' Date: off- a f- n Type of '+ est /Insp: Deficiencies: Action(s) Taken: Results Reported to: STRATA PROJECT DAILY REPORT Approved Plans on Site: Yes No Date: Architect: of Client No: J3t1)Jt1k Project No: pesQ(Y9'M Permit No: of of Narrative - �r�n: � �:.. �. , � r �.� r Y � � r f -4•4 ../..T A A /M .1 i ryt to g . "‘::/.G!.vr..L. 'La 'L� J. AAA ."1/7.0/1 /9 -CIL,. .2 2 �I4 Arlo l . r� �L ! - # 'LA Sample(s) Obtained: Description Location Strata Representati Received By: Report to: Project: Contractor: Structure: Location: Reported by Mix No. Cement/Lime Cement Type Admixtures Date Cast Time By: S T R a T a GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way /3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 MORTAR CYLINDER TEST REPORT BL NR NR NR NR Flow, inches NR Air Content, % NR Mortar Temp 65 Air Temp 60 AUSTION BUILDING BATEMAN HALL MASONRY WALL NE WALL 02/25/03 10:30 BL P03055A P03055B P03055C BYU IDAHO PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 MATERIALS AND MIX DATA FIELD TEST DATA ASTM C 109 ASTM C 231 Mortar Sampled Tested & Cylinders Cast ASTM C 780 LABORATORY TEST DATA (ASTM C 780) Cylinder ID Cylinder Cylinder X -Sec Height Diam Area (inches) (inches) (sq in) 2.00 4.00 3.14 2.00 4.00 3.14 2.00 4.00 3.14 Mortar Supplier Method of Mixing Agg Source Water Source Required Strength, psi Total Load (Ibs) 4660 Reviewed By: Cylinder ID Number Date: File No. Project No. Invoice No. Time Batched No. CF Represented NR Cylinder Curing ASTM C 780 Field Cure, Days 2 Date Received 7 day 28 day 1800 Date Tested 03/04/03 03/25/03 03/25/03 IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA P03055 02/25/03 BYUIDA P02098B CHEMSTAR ON SITE MIXER ON SITE ON SITE 10:00 02/27/03 Age Comp Tested Str (days) (psi) 7 1480 28 0 28 0 i Sample Type Set No. Mix No. Slump Mix Temp, °F Ticket No. % Air Total Yd Truck No. Temp, °F Truck Yd _ 4 Project: AuST 111J RI AVG Project Address:.jTt) X$URC Date: o2 -Q3 Approved Plans on Site: Yes No Type of Test /Insp: Deficiencies: Action(s) Taken: Results Reported to: N a rrative: 1i,2fter! i. 75/7 er Sample(s) Obtained: Description STRATA PROJECT DAILY REPORT Client No: R11/AA Project No: 0 k r 9?.. Permit No: Date: of of l/r Location of Architect: ./AA A /'n'l- erl4 Strata Representative: Received By: Codes P Project Time M Mob Time M Miles P Per D Diem l l L Lodging 7 ;00 9 93C) ! !•e 9 :O I 1 . r ; 1 :06 . Nuke: M Mobile L Lab: Torque W Wrench: R Rebar Loc: 1 EQUIPMENT N 1 Weather: s . p° /5 Other (describe): Sample Type Set No. Mix No. Slump Mix Temp, °F Ticket No. % Air Total Yd Truck No. Temp, °F Truck Yd _ 4 Project: AuST 111J RI AVG Project Address:.jTt) X$URC Date: o2 -Q3 Approved Plans on Site: Yes No Type of Test /Insp: Deficiencies: Action(s) Taken: Results Reported to: N a rrative: 1i,2fter! i. 75/7 er Sample(s) Obtained: Description STRATA PROJECT DAILY REPORT Client No: R11/AA Project No: 0 k r 9?.. Permit No: Date: of of l/r Location of Architect: ./AA A /'n'l- erl4 Strata Representative: Received By: Project: AuST 111J RI AVG Project Address:.jTt) X$URC Date: o2 -Q3 Approved Plans on Site: Yes No Type of Test /Insp: Deficiencies: Action(s) Taken: Results Reported to: N a rrative: 1i,2fter! i. 75/7 er Sample(s) Obtained: Description STRATA PROJECT DAILY REPORT Client No: R11/AA Project No: 0 k r 9?.. Permit No: Date: of of l/r Location of Architect: ./AA A /'n'l- erl4 Strata Representative: Received By: Codes Project Time From To Hours Mob Time From To Hours Miles Per Diem B L D Lodging $ Mix No. , ,- . '3 3 -S 111 0 EMN.I1 Ticket No. % Air Total Yd Truck No. Temp, °F Truck Yd r% - 6 :CO L. EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Loc: Other (describe): Weather: Project: AUSN) &- . Project Address: Pet) RrAeUR( Date: aYo -- 63 Narrative: Samples) Obtained: Description 1. STRATA PROJECT DAILY REPORT of Client No: &V /nod Project No: PO& )9 Permit No: Approved Plans on Site: Yes No Date: Architect: Type of Test /Insp: Deficiencies: Action(s) Taken: Results Reported to: of of ../tit A4.4 //A-44 -7" �7 .112 ,ri4 . /i �rf7. C'j/��12` Location S=' n 1 Strata Representati 2 Received By: Sample Type Set No. li Mix No. Slump Mix Temp, °F 1 Ticket No. % Air Total Yd Truck No. Temp, °F Truck Yd Project: AUSN) &- . Project Address: Pet) RrAeUR( Date: aYo -- 63 Narrative: Samples) Obtained: Description 1. STRATA PROJECT DAILY REPORT of Client No: &V /nod Project No: PO& )9 Permit No: Approved Plans on Site: Yes No Date: Architect: Type of Test /Insp: Deficiencies: Action(s) Taken: Results Reported to: of of ../tit A4.4 //A-44 -7" �7 .112 ,ri4 . /i �rf7. C'j/��12` Location S=' n 1 Strata Representati 2 Received By: Codes Project Time From To Hours Mob Time From To Hours Miles Per Diem B L D Lodging $ Mix No. — F Slump 13', 0 2;30 ) `fop 1 . S 1 . S I� % Air Total Yd Truck No. x30 d36 i. v EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Loci Other (describe): Weather: Project: AD fl R(..'Dc, Project Address: Kit) R £XQ3112& Date: :2 ?-43 Narrative: Sample(s) Obtained: Description JIrtHIH rrcv.JC. i iJH IL( r la ft Location Date: of Client No: ‘ 6.$11/44- Project No: actax3978, Permit No: Architect: Approved Plans on Site: Yes No Type of Test /Insp: Deficiencies: Action(s) Taken: Results Reported to: of of asutad Lpty _D;4 E J-kb - _0 Q � , %e Qit. 1.24-2 , L O ) Q., QJ A Win-' L - J mtx Strata Representative Received By: Sample Type Set No. Mix No. — F Slump Mix Temp, °F Ticket No. % Air Total Yd Truck No. Temp, °F Truck Yd Project: AD fl R(..'Dc, Project Address: Kit) R £XQ3112& Date: :2 ?-43 Narrative: Sample(s) Obtained: Description JIrtHIH rrcv.JC. i iJH IL( r la ft Location Date: of Client No: ‘ 6.$11/44- Project No: actax3978, Permit No: Architect: Approved Plans on Site: Yes No Type of Test /Insp: Deficiencies: Action(s) Taken: Results Reported to: of of asutad Lpty _D;4 E J-kb - _0 Q � , %e Qit. 1.24-2 , L O ) Q., QJ A Win-' L - J mtx Strata Representative Received By: Codes Project Time From To Hours Mob Time From To Hours • '' Miles Per Diem L D Lodging $ 1 Slump Mix Temp, °F Ticket No. 1 % Air Total Yd Truck No. 1 i Temp, °F , )ci,13LS 11: il•Tr • 1.0., dpiv 1 S EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Loc: Other (describe): Weather: Project: AticT7V eL66 Project Address:ei eix,eop‘ Date: 3-3- oct STRATA PROJECT DAILY REPORT Client No: Project No: c: Permit No: Acoroved Plans on Site: Yes No Date: Architect: Tice of Test, Insp. Defciences: =.: Taken: ests Recortec 3,7 Samoie(s) Obtained: Description Location of of 1./ 7 ,v7 r , ,4 ) A 4 I'. - r - '././v 1 , / -17.A i ) Cyl; e_<\ _ it • „ , - Strata Representative: Received By Sample Type 1 Set No. Mix No. 1 Slump Mix Temp, °F Ticket No. 1 % Air Total Yd Truck No. 1 i Temp, °F Truck Yd Project: AticT7V eL66 Project Address:ei eix,eop‘ Date: 3-3- oct STRATA PROJECT DAILY REPORT Client No: Project No: c: Permit No: Acoroved Plans on Site: Yes No Date: Architect: Tice of Test, Insp. Defciences: =.: Taken: ests Recortec 3,7 Samoie(s) Obtained: Description Location of of 1./ 7 ,v7 r , ,4 ) A 4 I'. - r - '././v 1 , / -17.A i ) Cyl; e_<\ _ it • „ , - Strata Representative: Received By Codes 1 Project Time From To Hours Mob Time From To Hours Miles Per Diem B L D Lodging $ Slump Mix Temp, °F 6 '. 00: ► : cam _. Vii • Total Yd Truck No. Temp, °F Truck Yd 30 EQUIPMENT I Nuke: Mobile Lab: Torque Wrench: Rebar Loc: Other (describe): Weather: j,, d c- Gc' J 72.-,:,- ,c. ! .Qet, Sample Type Set No. Mix No. 1 Slump Mix Temp, °F Ticket No. % Air Total Yd Truck No. Temp, °F Truck Yd Project: RUST IK) QU X2 Project Address: gt(U Re.xSU Date: -t -()3 Approved Plans on Site: Yes No Date: Architect: Type of Test /Insc: Deficiencies Aoticn(s) Taken: Results Reocrec to: of ,arrative: r'N , ._ n Sample(s) Obtained: Descricticn STRATA PROJECT DAILY REPORT of / Location Client No: W)h� Project No: Permit No: 2- 4 w r.� J 7/ of J > i : Strata Representative: Received By: Codes Project Time From To Hours Mob Time From To Hour Miles Per Diem B L D Lodging $ Slump Mix Temp, °F • • 3 0 — �� Total Yd' Truck No. 1 Temp, °F _:'n ice%, SL ri -) r :3c•, EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Loc: Other (describe): Weather: r Sample Type Set No. Mix No. 1 Slump Mix Temp, °F Ticket No. % Air Total Yd' Truck No. 1 Temp, °F Truck `kV_ Project: Project Address: gYf) Date: -- i-6 - f)3 Sample(s) Obtained: Description STRATA PROJECT DAILY REPORT U(2_6 Location of Client No: a'r.2I Project No: PrAQn 9 Permit No: Approved Plans on Site: Yes No Date: Architect: Type of Test/ Ins:: Deficiencies: Action(s) Taken: Results Reported to: cf of Strata Represe�n a Received By:" ,� Codes Project Time From To • 1 ___ Hours- Mob Time From To Hours Miles Per Diem B L D Lodging $ Slump Mix Temp, °F 1 Ticket No. % Air Total Yd' Truck No. ( Temp, °F 1 /n;3 l2 ° ) s ra :O (3 1 . -3 I - S I EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Loc: Other (describe): Weather: 4...) -6 etet — -��Q' 1 Sample Type Set No. II Mix No. Slump Mix Temp, °F 1 Ticket No. % Air Total Yd' Truck No. ( Temp, °F Truck Yd I Project: ADSTI K) c- Project Address: WOREXgvC> Date: 3 STRATA PROJECT DAILY REPORT Approved Plans cn Site: Yes Nc Date: Architect: Type of T estllnsp: Deficiencies: Action(s) Taken: Results Reported to: cf ,arrative. /+.n ))fit ^ L.i.. 4 4 /4 / .ti.. of Sample(s) Obtained: Description Location n j.� of Client No: ' 11 Project No: n ?e Permit No: Strata Representativ Received B Project: Project No: P Date: 3 -- -0' Day of Week: Froodr Structure: PAC-104y MA /.JAP4' On -Site Personnel: n S/1- m704 n , 7a2/7A�.11JV 1 — t /n� ,v\ l . A P .r A 4 �.�tQ foment: Work In Progress: 5 1 �? t� i 1 b Y r eyi/' ;. ^ �l ri li-- ..{x.49 ( .I_ X f �1 1,11 I! _l ° ita10 004A J J 0 Comments: Al r �' , .. . a' i ,ca l� < .�:�„ A /LA .AO 10 rr - Li: -� .� 4 a O (,, ;t r.�1+ A , � PA0A ,,�}} 1/ c! FYI ) 1 �l J� 1.,' t 4 , � n (� t � l � S -4-AP , ..I t , AM� i oZ �/ _i% �s? 42r2cle t/; 0- 1A t.. f7 �(� �t�i�t 17 r/ , tee, yr ' O _ 4n./'�,f 13 t?► f i vitro." .�'.^s . �1 i To Be Resolved: Strata Representative: Signatureid2 Page / of s T R a T a GEOTECHNICAL ENGINEERING & MATERIALS TESTING O 13 S E RVAT I ON REPORT Project: ,4( i /J gc NG , Project No: PO Date: -7 -03 Day of Week: FRibkY Structure: i R.U5c,i: U. i-nN ,>r Su D6 On -Site Personnel: AI i M q k ? J& L 'Equipment: Work In Progress: J Comments: (J e .e t s0i fl l .LP gt.l�.l ." - /'- - /..t.7'.4"i'' r, ,.. / / �tr;',/L� 1.u.0/ `7 �. n� Pt . ��, o z� t1 ., rw AC) .r y: r►D�(� . c c .._. si/ 4 �,� . , r71� � � .,...L n 11 /� . 01(/(, l9-24 !' 1r l� /ill (, A ICJ ?I�fQn w[N J/ r t1) - n 4;;',40— - ' Gr�..f! iu004 1 ,*< Q 4.1.1 J../A, ,(2 . -t �1.ti .f P YLP,L'? .4 b I..i./3?1.1 .,A - / rAIA To Be Resolved: Strata Representative: Signatur Page of S T R a a GEOTECHNICAL ENGINEERING & MATERIALS TESTING O B S E RVAT T CANT REPORT 02/1272003 11:14 FAX i Cooper Roberts Simonsen Architects ■a Project: Date: 12 February 2003 To: From: Page(s): +208 523 3681 Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 COOPER ROBERTS SIMONSEN lit] 001/011 PROPOSAL REQUEST #026 11ServorinrnleGtS ■802- 0281Text‘08 • Cons:rurnnn Acimin■etfal.06Pr000sal Owner's Project No.: 2386 Architect's 802 -028 Project No.: (208) 523 -2681 Fax (208) 524 -4435 Two (2) 8 %" x 11" sheets, three (3) 8 V/" x 11" drawings sheets from CRSA, four (4) 8 1 /" x 11" sheets from Heath Engineering, and two (2) 8 1 /2" x 11" sheets from Tanner Smith & Assoc. — (11 pages total) Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN Description: 1. Reference Sheet M -108 Main Floor Mechanical Remodel Plan — Area "B" a. Refer to the attached drawing SKM -101 -2 from Heath Engineering for revisions to the location of ductwork above the new restrooms. I) The duct has been shifted to the west so that the bend at the north end occurs before penetrating through to Arch & Const. Computer Lab 145. II) The short section of duct running east to west near the north end of Arch & Const, Classroom 151 has been moved closer to the wall. This duct also slopes so that it will be located above the ceiling in ME & Tech Computer Lab 153. b The attached drawing SKM -101 -2 also shows a change of location and size for the transfer air openings with sound boots 2. Reference Sheet S1.02 — Roof Framing Plan a, Refer to the attached notes from the Structural Engineer regarding the support details for the roof deck and joists where the roof height changes at the south wall of Arch & Const, Computer Lab 147. b. Refer to the attached detail from the Structural E ngineer for the bearing Conditions of the brick veneer on the north face of the same wall, 3. Reference Sheet AE302 — Wall Sections a. Add the attachments AE302,1A and AE302,1B for Detail El to this sheet, Add a vertical framed wall to separate the stepped suspended ceiling as shown. b. Shift the ceiling grid to center the grid between the new framed wall at the pop down and the south wall of the classroom, The location of the diffusers, grilles and suspended indirect light fixtures will be shifted as shown on the revised reflected ceiling plan See the attached drawing AE106.1. /00i'If sr I,"I. :f ., ' !I ldiO3 ° ') ''l . . „ y , x, 01 1;. ?:3> o il„',^ "r,;( „) I;. C r . < : ' 1 5:1:.1-16;: a., , . , ,∎:' v 02/1272003 11:14 FAX +208 523 3981 f Cooper Roberts Simonsen Architects NE ",iiii Reason: 1. Coordination Changes necessary to allow space for the ductwork, Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal End of Proposal Request: Issued by: Graham Whipple Cooper Roberts Simonsen Architects Fax to: c, Provide additional recessed lighting for the north end of Classroom 151 where the ceiling has been dropped, Refer to Drawing SKE -111 -8 from Heath Engineering for the revised lighting layout. Refer to the attached product cut sheet for the recessed can light. Dail Clements Bill Anderson Les Meacham COOPER ROBERTS SIMONSEN [j002 /011 (208) 523 -1643 (208) 496 -2976 (208) 496 -2490 PROPOSAL REQUEST #026 11 SeN5rlo 028lYavftCH- COMIlruelion Adrninisrrarlgn \Pro)oeaI Alan Hall Chuck Frost Val Christensen !,;j,;r;` >I•`I`L,I 'I' ; ' 'P:.S 1';''; :(il, ..1.,r',.;6:,; • :I.. } „tr`Kc13i.11' I ;>;`,i.`;';I D `.: TTT:i=1 I I:, .I Ir :'r„ MI y f'; ,, ,, i;}.} I ; ,> ✓ i ii'l ; 1 ; ‘!f>;r•: (208) 496 -1860 (208) 496 -2490 (208) 359 -3022 02/12/2003 11:14 FAX +208 523 3681 COOPER ROBERTS SIMONSEN IJj 003/011 MECHANICAL DUCT. COORDINATE KIN MECHANICAL. 1/2 X1.0' 3 -0' RECESSED CAN LIGHTS. COORDINATE WITH ELECTRICAL. OILING DETAIL GANT STRIP FULLY ADS -IERED ELASTOMERIC ROOF ING SYSTEM. CONTINUE INSULATION UNDER BRICK VENEER. SUSPENDED GYPSUM BOARD CEILING ar ;, 2 -Ei -24 Cooper /Roberts Architects 11113iii1 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (501) 966 -6915 FAX (801) 355-9885 www,crorch l eera,eo m MARK AUSTING ENG. & TECH. BUILDING ADDITION & REMODEL PROJECT NO: B02 -028 DATE: 2/11/2003 CAD DWG FILE; PR.026.AE302.1A.dwg DRAWN BY: JGW SUSPENDED CEILING REVISION ROOM 151 • CHECKED BY: JAW AE302.1 A 02/12/2003 11:15 FAX +208 523 3681 COOPER ROBERTS SIMONSEN lj004/011 — NEN SUSPENDED CEILING SYSTEM — NEN FRAMED WALL, 3 -5/8" STEEL STUD FRAMING 16" O.C., WITH 5/8" GYPBOARD. 6 I ! NEN STEEL ANGLE. COORDINATE WITH STRUCTURAL, CANT STRIP FULL? ADHERED ELASTOMERIC ROOFING SYSTEM, CONTINUE INSULATION UNDER BRICK VENEER. Cooper /Roberts Architects; {t'' IIlllj r , 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 366 -6916 FAX (801) 355 - 9885 www, c r a r c AIt e c I e. e e m MARK AUSTING ENG. & TECH. BUILDING ADDITION & REMODEL PROJECT NO: 802 -028 DRAWN BY: JGW SUSPENDED CEILING REVISION ROOM 151 DATE: 2/11/2003 CAD DWG FILE: PR,026,AE302,1B.dwg CHECKED BY: JAW AE302.1 B 02/12/2003 11:15 FAX +208 523 3681 COOPER ROBERTS SIMONSEN 005/011 - 1I 11 11 MA CH Exl - r�N� Cooper /Roberts Architects li 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5916 FAX (801) 363 -9885 www.crorchllacls,com , CLG. ELEV 8 " -6" AFF b L REFLECTED CEILING PLAN REVISED MARK AUSTING ENG. & TECH. BUILDING ADDITION & REMODEL PROJECT NO: B02 -028 I DATE: 2/11/2003 CAD DWG FILE: PR.026,AE106.1.dwg DRAWN BY: JGW CHECKED BY: JAW AE 106.1 02/12/2003 11:15 FAX +208 523 3681 i 10 1 ) III Q 10 "� / 26 "x16 " +I 'AL S.A. 10 "cP-- _1TO 4 28 "x16 "WAL S.A. ( iFTOP OUST FAN 12 "x8" N 1 C ( 50 36 "x8 " +I "AL TRANSFER AIR OPENING WITH SOUND BOOT. ) VAIN FLOOR MECHANICAL REMODEL PLAN - SC4LE: 1 /8 " =1' -O" H EATH EnaIneen1g Carnal)/ 1 Corsullonl3 q 1 , " PROJECT CLIENT 10 "0 COOPER ROBERTS SIMONSEN AUSTIN BUILDING BRIGHAM YOUNG UNIVERSITY — IDAHO = =10 " c 10" 7 ev GWM DATE 3 FEBRUARY 2003 FILE: 356401 -5KM -101 -2 — REVISION 2/3/03 DRAWING # SKM -101 -2 IJ 00G/011 02/12/2003 11:15 FAX +208 523 3881 COOPER ROBERTS SIMONSEN ` FEB -11 -2003 TUE 04:50 PM HEATH ENGINEERING FAX Na 8013220490 PV-UP 1 feViVik HEATH ENGINEERING COMPANY 377 West 800 North, Salt Lake City, Utah M103 ENGINEER'S SUPPLEMENTAL INSTRUCTIONS NO. #6 Owner Architect Consultant Contractor Meld Other CONTRACT FOR: ELECTRICAL February 11_, 2003 x x x PROJECT: Mark Austin Addition OWNER; BYU — Idaho TO: Graham Whipple Construction Date of Issuance: February 11, 2003 Engineer: Nolan E. Johnson Engineer's Project No.: 3564.01 The Work shall be carried out In accordance with the following supplemental Instructions Issued in accordance with the Contract Documents without change In Contract Sum or Contract Time. Prior to proceeding in accordance with the instructions, indicate your acceptance of these instructions for minor Change to the Wrk as consistent with the Contract Documents end return a copy to the Architect. Light Fixture Type 'T- 18'should be Prescolite CFT632HEB STF602H - 86. The maximum height of the fixture is 84/4 ". Refer to sketch SKE- 111 -8. Room 1606 should have the existing light fixtures removed and new Tight fixture 'T - 7' shall be Installed as shown In sketch SKE -102 -3 & SKE -111 -7 respectively. The existing light fixture circuit and controls shall be reused with the new light fixtures, The contractor shall field verify exact address and acceptable VA loading, to assure no overloading on the existing circuit. ISSUED: ACCEPTED: BY: Nolan E. Johnson BY HEATH ENGINEERING COMPANY CONTRACTOR J' \WORK\JOBS \3564.01 \W P \E$I'S \ESI #6 - ROOM 160G.DOC Ij 007/011 P. 02 z 0 Z U z w a 6 02/12/2002 11:16 FAX +208 522 2681 COOPER ROBERTS SIMONSEN FEB -11 -2003 TUE 04 :50 PM HEATH ENGINEERING FAX NO 8013220490 i!?.. PARTIAL MAIN FLOOR LIGHTING REMODEL PLAN - AREA "13" SCALE I /8"= 1' -0ll 10 5 0 10 H EATH Englreering Cmipany MecharimIllecVlcal Condall9 3r7 west Em IUm 9art We Gly, NehNp! Td IMIN{W Fir lig aell7 1 PROJECT CLIENT eY NAD 4RCN, .9 CONST. C.LASSROCM T— 11 fr L. n � 1 20 T -4 c AUSTIN BUILDING BRIGHAM YOUNG UNIVERSITY - IDAHO U AA -31 3b DATE 1 FEBRUARY 2003 FILE 356401- E- LP01 -R4 T -4 T' -1 0 T-4 !14 AA -q L r_1/h Z008/011 P, 03 REVISION 2/11/03 DRAWING # SKE -111-8 02/12%2003 11:16 FAX +208 523 3681 COOPER ROBERTS SIMONSEN FEB -11 -2003 TUE 04:51 PM HEATH ENGINEERING Features 1, One (1) compact fluorescent Class 'P eloCironlc ballast suitable for operating all 25W, 32W, and 42W triple tube lamps. Ballast Is accessible frorn below ceiling. Ballast data on reverse side. 2. One (1) 26W (GX24q -3 base), 32W (GX24q -3 base), or 42W (GX24q -4 base) 4 -pin triple tube compact fluorescent lamp (order lamp separately), 3. One (1) injection molded socket suitable for 26W. 32W, and 42W Triple tube lamps. 4. Universal adjustable mounting brackets will accommodate 1 or °l .1" lathing channel (by others). 6 -24 bar hangers available for T -Bar callings (order aeparately). S. Prewlred J -130X with snap -en cover for easy below calling acceae. 0. One -piece painted 18 gauge C.R.S. platform Maximum 1 calling thickness. 7. Specular clear, champagne gold, or powtorAlzake reflector, Self -irlm (ST) standard Optional painted white self -trim (WT) available. iridescence suppression alendard. A. SAM housing accommodates downiight End wall wash downright reflectors, Refer to T.D. Sheet #RCF -056 for complementary watt wash unit. Labels UL, CSA Lla led Damp location Through wiring Complete Fixtures O CFT632HEBSTF6D2H Specular ClearAlzak Reflector 7 CFT632HE13- STFS03H Champagne Gold Alzak Reflector U CFT1332HEB.STFED4H Specular Pewter Aizak Reflector FAX NO. 9013220490 a008/011 P. 06 TYPe: Voltage: 120V, 208V, 240V, 277V, 347V (159 mm) (32 mm) 8 5 Calling Cutout: 644" (158 mm) Maximum Ceiling Thickness: 1 (32 mm) Scale: NTS 7" (178 mm) CFT632HEB 6" Recessed Open Downlight One 26W, 32W, or 42W Triple Tube 4-Pin Lamp Electronic Compact Fluorescent Options (Suffix catalog number with desired option,) ❑ CP Chicago Plenum approved. Q DM Analog electronic dimming ballast, q DSC EuroSpec*• finish. ❑ 3DM SuperDlmT"^ Digital Dimming with AddressProTM compact fluorescent ballast Refer to dimming specification peckel order #PR3088. G EM Remote emergency pack. 26W and 32W only. Refer to T.D. Sheet #RCF -00H, ❑ FSDFAI Fuse kit installed et rectory. Refer to T,D. Sheet #RCF -D01. O FSDFI1 Fuse kit for field Installation. Rorer 10 T.D. Sheet #RCF -001, U MFC American Matte finish, ❑ L Regressed acrylic Iona. ❑ RIFT Radio Interference filter, Refer to T.D. Sheet #RCF -COI. ❑ SL Regressed acrylic spread Ions. O SS Seml- specular reflector. ❑ WT Painted white seh -trim. Substitute "WT for "ST" trim prefix. ❑ 347V Specify wattage — 26W, 32W, 42W. Accessories O B8 Sal of two (2) 24" bar hangers for calling joists up to 24" centers. Q B24 Sol of two (2) 24" bar hangers for T -Bar ceilings, Refer to T.D. Sheer #RCF -OOF, p SCA Sloped ceiling adaptor. Rorer to T.D. Sheet #RCF -001, Lamp (1 per fixture) C5 26W, 32W, or42W 4 -pin triple tube lamp, Lams and ballast data on reverse side. NOTE; auperDlm' DIeltal Dimming and AddreaaFro` are uacJemarke ana reehnoioolea belenelno to Energy Saying', Intl per eppriaerian assistance please aantact Energy 9ovinge of 847 - sa5-900. Presc•aite RCF -086 Project: j4.1,4,0 /1 / Ata Date; 274 `03 Phone # asked To: ra J? lc) By: L.2+„ / afroopu . 02/1212002 11:18 FAX +208 522 2881 COOPER ROBERTS SIMONSEN 4 02/04/03 TUE 10:42 FAX 801 298 1132 T S S E PHONE CONVERSATION REPORT TANNER SMITH BARFUSS & ASSOCIATES Structural Engineers Telephone: (801) 298 -8795 442 North Main Street (601) 298 -1118 Bountiful Utah 84010 Facsimile: (801) 298 -1132 Conversation: Yv s 14_g .e.L c / /53- 7444 ) frs . CAW DoaaomtsVmilWFxodo ek7fFapallcvte Commotion Report wpd !marl 17, 20:73 Rion/on I 0 01 02/12!2003 11:16 FAX +208 523 3681 /b2/04/03 TUE J.0:43 FAX 801 288 1J32 TANNER SMITH & ASSOCIATES srRUCTuRAL ENGINEERS T S 442 North Moth 5tr alt BaunttfuL. Utah 04010 sT Phone (801) 22R -8768 Rek `GG1) 299 -1132 E - mall tss000res.net PROJECT 4 11°7 a 110 — 4 ° 27 ARCHITECT LOCATION Go COOPER ROBERTS SIMONSEN T S S E ■ PROTECT 1 TE 2f4foi fa 011/011 a 002 PACE! ENGINEER TQ-10na�= Cooper Roberts Simonsen Architects.. Project: Mark Austin Engineering and Owner's 2386 Technology Building — Main Level Project No.: Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Visit Date: 13 February 2003 Visit Time: 1:00 PM Report Date: 17 February 2003 No. of Workers: 18 Met With: Jedd Walker / Cooper Roberts Simonsen Architects, Wallace N. Cooper II / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman -Hall To: From: Work in Progress: 1. None. Request for Proposal: 1. None. Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Page(s): Two (2) 8 1 h" x 11" sheets. Items from Previous Reports Not Completed: Field Report #021 \\Server\projects\B02- 028 \Text108 -Construction Administration\Field Reports \Field Report.021.doc Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 1. Masons working on interior walls on the south half of the addition. 2. Electricians running conduit to coordinate with installation of CMU masonry. 3. Rough plumbing and mechanical at new walls. 4. Demolition of existing walls at new access openings. (208) 523-2681 Fax (208) 524 -4435 Observations & (Instructions): 1. The glazed CMU has been reviewed and approved by Rulon Nielson. 2. We reviewed the construction schedule: a. The Contractor indicated that they have lost some time due to the late arrival of the proper masonry ties (the Contractor was informed that the ties were in Idaho Falls while we were on site). b. The Contractor also indicated that the air handler will not arrive as anticipated. As such, a portion of the roof will remain open to allow the air handler to be hoisted in. c. The schedule is getting tighter (more vertical), but the Contractor still feels that the August 1, 2003 completion date is attainable. d. The Contractor is mainly concerned with the work required to take place in the existing building after May 1, 2003. The remodel work is the critical path. Necessary items and equipment are being ordered and manufactured now so that the remodel is not delayed by lead times. 3. We reviewed the masonry rebar: a. The protective caps should be reinstalled where work is not occurring. 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchitects.com Cooper Roberts Simonsen Architec ®:: ■ End of Report: Report by: Jedd Alan Walker, AIA Cooper Roberts Simonsen Architects Email To: Doll Clements doilc @bateman - hall.com Bill Anderson Billandrsn2 @aol.com Les Meacham c/o taylorm @byui.edu Field Report #021 \\Server\projects1B02- 028 \Text\08 - Construction Administration\Field Reports \Field Report.021.doc Alan Hall Chuck Frost Val Christensen halla @byui.edu frostc @byui.edu valc @ci.rexburg.id.us 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchitects.com • Cooper Roberts Simonsen Architects ■■ Project: To: From: Work in Progress: Observations & (Instructions): Mark Austin Engineering and Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Field Report #022 \ \Server \projects \B02 - 028 \Text\08 - Construction Administration \Field Reports\Field Report.022.wpd Ow ner's Project No.: 2386 Visit Date: 19 February 2003 Visit Time: 2:00 PM Report Date: 21 February 2003 No. of Workers: 17 Met With: Graham W hippie / Cooper Roberts Simonsen Architects, Jedd Walker / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman -Hall, Doil Clements / Bateman -Hall, Alan Hall / BYU -Idaho Architect's Project No.: Page(s): Two (2) 8 ' / 2 " x 1 1 " sheets and one (1) 8' /2" x 11" sheet of photos. (208) 523 -2681 Fax (208) 524 -4435 B02 -028 1. 11 masons laying cmu for interior walls at the north end of the addition and exterior walls to roof height . 2. 3 electricians running conduit to coordinate with installation of cmu masonry. 1. The brick ties have arrived on site and masons have been working to finish the cmu for the exterior walls. 2. The glazed cmu is scheduled to be loaded on a truck on Thursday, February 20` and should be delivered to the site early next week. 3. The openings for the new doors and hall have been cut in the east wall of Hall 1 BC and temporary enclosure walls have been constructed. The existing wall is not grouted and the bonds between the existing cmu are poor. Some of the existing cmu will need to be repaired after the new steel columns are placed. 4. Contractor has proposed to place the steel at the sides of the new openings, then fill in with new masonry up to the steel. The threaded anchor rods will be placed as shown on detail A6/S502. Then the new masonry cells will be grouted around the anchor bolts. The structural engineer has indicated that the is a good solution. 5. Reference Detail A6/S502 - A new 1/4" steel plate is shown to be installed below the existing beam. This plate is not required. Provide a credit for this plate as indicated in Proposal Request #28. 6. We reviewed the details for the header at the new openings in Hall 1 BC. The details where the framed wall occur shall be similar to Detail B3 /Sheet AE602. The header for the new hallway shall be per the attached detail included in Proposal Request #28. 7. Reference Sheet E107 - The new electrical receptacle located at the north end of Hall 1 BC is shown to run on a new circuit to Panel CC. We discussed reusing the existing circuit for the new 700 NORTH 200 WEST • SAL' LAKE crrY, UTAH 84103 * (801) 355 -5915 • FAX (8013355-5915 260 3 STREET • IDAHO FALLS, IDAHO 83403 • (208) 524.46211 • FAX (208) 523 -3681 www. c [sa rc hi tec: ts Orr receptacle and running the new wiring in concealed conduit. The electrical engineer has indicated that it is acceptable to run new concealed conduit and use the existing circuit for the receptacle. 8. The old vending machine enclosure has been removed and the exposed cmu at the north corner and jog in the hallway needs to be repaired. The base and bottom 8 blocks at the corner have been cut and do not have solid faces. The faces of the first to glazed blocks are damaged and should also be replaced. The upper courses of block appear to have two separate glazed faces with a joint at the outside corner. Two solutions were discussed for the block at this location. a. We discussed adding a stack of 4" wide glazed blocks at this location for the full height of the wall. The blocks could either have a square or bullnose corner. This may require that the manufacturer do an additional run of glazed block if there is not enough extra glazed bullnosed block remaining. b. New glazed faces could be cut from surplus block and applied to the face of the existing block. This would match the condition of the block at the top of the wall. This repair would be necessary for the base and the bottom ten courses of block. 9. We reviewed the status of the change order for lighting changes. The Contractor indicated that the electrician had inquired about the status so that the light fixtures can be ordered. Architect reviewed the changes and associated costs with the Owner after meeting with the Contractor. We anticipate that a decision will be reached regarding the changes by Friday, February 28 Items from Previous Reports Not Completed: Request for Proposal: End of Report: Report by: Graham Whipple Cooper Roberts Simonsen Architects Email To: Doil Clements doilcObateman -hall.com Bill Anderson Billandrsn2(dool.com Les Meacham c/o taylorm(ubyui.edu Alan Hall Chuck Frost Val Christensen '00 NORTH 2 1.)V1[3T • SAL) LAKE CITY, U1Ah•l 84103 • (80 ' ti X15 • (: " >; 03(71) 260 8 STR IDAFK , L L f 2 162 F (20 8) 31 .i www,crsarchi`ects >com halla(a.byui.edu frostc bvui.edu valcOci.rexbu rq. id.us 5915 Existirig masonry in Hall 1 BC where vending machine enclosure was removed. Top of existing columns where windows were removed in Hall 1BC. Existing steel plate is not continuous and is cut around the column. Wall dividing sections of the addition where height of roof changes. Large blockout shown is for duct line from the restrooms into Classroom 151. Masonry work in progress at southeas corner of the addition. 7OO NORTH 2UO WEST , SALT LAKE CITY, UTAH84\O3~(VOl)355'59l5° FAX (80l)355-59l5 2bOG STREET -IDAHO FALLS, IDAHO 084O3^(2VO)524462l^ FAX (2OS)520'36O| www.omqroNieots,00m Cooper Roberts Simonsen Architects ■* Project: Date: 21 February 2003 To: From: End of Proposal Request: Fax to: Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Issued by: Graham Whipple Cooper Roberts Simonsen Architects Doil Clements Bill Anderson Les Meacham (208) 523 -1643 (208) 496 -2976 (208) 496 -2490 PROPOSAL REQUEST #028 \ \Server\oroiects1B02- 0281Text \08 - Construction Administration \Proposal Owner's Project No.: 2386 Architect's B02 -028 Project No.: Page(s): One (1) 8 x 11" sheet and one (1) 8 1 /2" x 11" drawing sheet. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN Alan Hall Chuck Frost Val Christensen (208) 523 -2681 Fax (208) 524 -4435 Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. Description: 1. Reference Sheet AE503 — Details a. The header at the transition from the main Hall 1 BC to the hall leading to the new drafting labs shall be as shown on the attached detail AE503.1. The ceiling in the hall to the drafting labs needs to be lowered to 8' -6" to coordinate with the requirements for the mechanical ducts. 2. Reference Detail A6 /Sheet S502 — Details a. Provide a credit for the' " steel plate that is not required at this location. Reason: 1. Coordination necessary to provide proper ceiling height in the new hall and a header transition between the different ceiling heights. Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchltects.com (208) 496 -1860 (208) 496 -2490 (208) 359 -3022 vI■uraluVII A A il�u�n_:�nuuMlnII flU& �nm nIul,► U_ HEADER DETAIL 1 - 1/2 ".P -0" • I aoa NEW SUSPENDED ACOUSTICAL PANEL CEILING EXISTING BEAM AND METAL PLATE NEW 3 5/8" 16 GA. METAL STUDS 16" O.G. ATTACH TOP TRACK TO EXISTING METAL PLATE. WELD BOTTOM TRACK TO NEW STEEL ANGLE. NEW 4" GMU HEADER. PROVIDE #q WIRE HORIZONTAL REINFORCING AT EACH COURSE. PROVIDE MASONRY VENEER TIES 16" O.G. AT EACH COURSE. NEW EXPANSION JOINT (BEYOND) NEW GMU WRAPPING COLUMN (BEYOND) NEW 5 "X3 I/2 "X5/16" STEEL ANGLE LINTEL. WELD BOTH ENDS OF ANGLE TO NEW STEEL COLUMNS AT SIDES OF NEW OPENING. NEW SUSPENDED AGOUSTIGAL PANEL CEILING AE5O3 -F2 -08 Cooper /Roberts Architects aa 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchifects.com MARK AUSTING ENG. & TECH. BUILDING ADDITION & REMODEL PROJECT NO: B02 -028 I DATE: 2/21/2003 CAD DWG FILE: PR.028.AE503.1.dwg DRAWN BY: JGW HEADER DETAIL HALLWAY TO DRAFTING LABS CHECKED BY: JAW AE503.1 Cooper Roberts Simonsen Architects./ • Project: To: From: Work in Progress: Observations & (Instructions): Mark Austin Engineering and Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 1. 2 electricians running conduit in the basement. Field Report #023 Monthly Meeting Report 1 \ServeAprojects1B02- 0281Text\08 - Consbuction Administration \Field Reports\Field Report.023.wpd Ow ner's Project No.: 2386 Visit Date: 25 February 2003 Visit Time: 10:00 AM Report Date: 26 February 2003 No. of Workers: 17 Met With: Graham W hippie / Cooper Roberts Simonsen Architects, Jedd Walker / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman -Hall, Doil Clements / Bateman -Hall, Alan Hall / BYU- Idaho, Les Mecham / BYU- Idaho, Sandy Miyasaki / BYU -Idaho Purchasing, Dallas / Warbonnet Electric Arch itect's Project No.: B02 -028 Page(s): Two (3) 8 %" x 11" sheets and one (2) 8 % :" x 11" sheet of photos. (208) 523-2681 Fax (208) 524 -4435 1. We reviewed the scheduling of Owner - furnished items with Sandy from the campus purchasing office: a. Quantities for carpet, whiteboard, tackboard and display cabinets have been sent to Alan Hall. Alan indicated that he will be reviewing the whiteboard sizes with the faculty to verify actual lineal feet of board that is required for each room. b. Carpet should be scheduled for delivery to the site on June 2n c. Verification of measurements for Steelcase furniture in the offices should occur in the early part of June. Delivery of Steelcase furniture should be scheduled for the week beginning July 21'`. d. Classroom furnishings (tables, chairs, etc) should be scheduled for delivery at the end of July / early August. 2. We reviewed follow -up items from the past month: a. The changes for the lighting in the existing building and new construction have been approved. b. The structural requirements to connect the new addition for Storage 138 were issued in Architect's Supplementary Instruction #20. 3. Owner inquired about the percentage of required testing that has been completed. Additional money needs to be allocated for the remaining testing required to complete the project. Contractor and Architect recommended that an additional $5,000 be allocated to complete the testing for steel, concrete, grout etc. 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355-5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www,crsarchitects com 4. We reviewed the Contractor's schedule to complete the project. Although there have been some additional delays during the past month, Contractor indicated that the work can still be completed by the contract completion date of August 1, 2003. a. The glazed block was expected to be delivered this week, but due to an error at the manufacturers it will not arrive until next week. b. The majority of the structural steel for the roof deck cannot be placed until the walls with the glazed block are finished. Work may begin for the structural steel on the low roof towards the end of this week. c. Asbestos abatement will occur in Hallway 'IBC, Hallway 1E and Stair 1D during Spring Break at the first weekend in April. Owner requested that the temporary wall during abatement be placed at the south end of the short hall running north from Hallway 1E. The offices and classrooms located adjacent to this hall can be reached through the woodworking lab. d. The new electrical transformers are not expected to arrive until about the end of April. We discussed completing as much prep work as possible prior to receiving the transformers so that once the transformers are received the transition to the new system can occur in a shorter period of time. A coordination meeting was suggested to determine what work should be completed in advance. e. Beginning April 1s work will begin at the west entrances to the building so that these will be complete for use during the Summer. f. Beginning May 1• abatement work in the main lobby and entrance will begin. This work is expected to last about 2 weeks. g. After the first few days of the 1" Summer term classroom 167 will be available so that necessary framing can occur and casework cabinets can be built and installed prior to the end of the summer. h. During the 2 Summ er term very few classes are scheduled on the main floor of the building. Contractor needs to issue an updated copy of the schedule to the Architect, Les Mecham and Alan Hall. 5. We reviewed the status of submittals for the project: a. Contractor indicated that a color selection needs to be made for the cabinet heaters. Architect requested that contractor provide a new color selection chart. b. There are a few items which the Contractor mentioned have not been submitted by subcontractors for approval. (i.e. overhead and roll -up doors) 6. We discussed the placement of CPUs in the drafting labs. Architect and Alan Hall met with Rulon after the monthly meeting to review options for hanging brackets. We also discussed the best location for the CPUs under the spine table. Architect will issue a clarification for the location of the CPU's and grommet locations as well as necessary change information for brackets. 7. We reviewed change orders for the project: a. Change Order #6 for the lighting changes. This change order was reviewed and approved by the Owner last week. Contractor and Architect signed the change order b. Change Order #7 was reviewed and approved. Architect and Contractor signed the change order. Les took the signed copies for approval and processing by the Owner. c. Change Order #8 was reviewed and approved for additional asbestos abatement costs. 8. We reviewed unresolved change order items including items related to the sprinkler system modifications for Hall 1 BA and Hall 1 E, replacement of the concrete drive located on the west side of the building between the stairs and electrical pad, and additional costs related to the routing of the data cable in the basement. 9. We reviewed and approved Contractor's Payment Request #5. Contractor needs to provide more information about roofing and mechanical materials that are not being stored on -site or in the staging area. 10. Owner requested that Architect or Contractor send the daily reports prior to February 12 Architect indicated that they will zip and email the reports to Rulon Nielson. 11. The regular cmu walls have been completed to roof height. The north perimeter walls were tented with heat while masons finish that portion of the work. 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355-5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www,crsarchitects.com 12. The lateral bracing for the new beam has been added, but we were unsure about the integrity of the welds. Structural Engineer is scheduled to visit the site on Wednesday, February 26 and he indicated that he will look at the welds. 13. The carriers for the wall -hung toilets are in place and the structural framing for the west wall of the restrooms has been started. 14. We looked at the finished runs for the electrical and data conduit in the basement. The data conduits run in the large rooms south of the main circulation hall from Stair 1 C. The conduits then enter the BDF room from the south wall instead of the west wall. We agreed that this is a good solution. 15. The next monthly meeting is scheduled for Tuesday, March 25 at 10:00 a.m. Items from Previous Reports Not Completed: Request for Proposal: End of Report: Report by: Graham Whipple Cooper Roberts Sim onsen Architects Email To: Doil Clements doilc Bill Anderson Billandrsn2(ai)aol.com Les Meacham c/o tavlormabvui.edu Alan Hall Chuck Frost Val Christensen halla(aabyui.edu frostct bvui.edu valc(aaci.rexburo.id.us 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801j 355 -5910 260 8 STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchltects.com CMU walls at south end of addition Lateral bracing welds New steel columns at restroom and custodial room. Lateral bracing from new beam to existing Ts. Tented masonry at the north end of addition. New structural steel framing in men's restroom. 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355-5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www crsarchitects,com Plumbing the women's restroom Masonry infill at women's restroom. Structural Framing in the women's restroom. Plumbing in men's restroom 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355-5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 wwwcrsarchitects,com 03/12/2003 09:17 FAX +208 523 3681 COOPER ROBERTS SIMONSEN Cooper Roberts Simonsen Architects 11 HI ' el Project: Date: 11 March 2003 To: From; Mark Austin Engineering & Technology Owner's 2386 Building — Main Level Addition and Project No.; Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects Architect's B02 -028 P,0, Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Page(s): One (1) 8'/" x 11" sheet and three (3) 8 "/4" x 11" product information sheets from Heath Engineering. The work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: 1. Reference Sheets M -001 and M -108 a. Change Cabinet Heater CH -1 to a semi - recessed unit, Irene Model H, Unit Size 06, with 4" projection panels as outlined on the attached product information sheets. Change the location of the cabinet heater to the north wall, b. Color for the Cabinet Heater CH -1 shall be Cameo White. 2. Reference Sheet AE601 — Door Schedule and Details a. Provide overhead stops for Doors 1SA• Coordinate installation of overhead stops with door closer as indicated in Specification Section 08411. Reason: 1. The specified model for CH -1 was a surface mounted unit which would project 9" into the vestibule and conflict with the swing of the interior vestibule doors. The sem- recessed unit will allow the door to swing 90 degrees. An overhead stop is necessary to prevent damage to the door or heating unit. End of Architect's Supplementary Instruction: Issued by: Email To; Graham Whipple Cooper Roberts Simonsen Architects Doll Clements (208) 523 -1643 doilc @bateman -hall. com Bill Anderson (208) 496 - 2976 Billandrsn2 @aol.com Les Meacham (208) 496 -2490 mechaml cr bvui.edu ARCHITECT'S SUPPLEMENTARY INSTRUCTION #021 Merver■oroieclsta02- 029gc=1\013 - Construcli2n Adninlstraaon \Suoolementary InslructloneWchllect (208) 523 -2681 Fax (208) 524 -4435 Alan Hall (208) 496 -1860 halla @byui.edu Chuck Frost (208) 496 -2490 frostc @byui.edu Rexburg City (208) 359 -3022 valc @ci.rexburg.id.us Nl.,)piil 21J0 'AiF'5.1' • SALT L'..KE 011', UTAH t:.1103 p.)l' ;i ; >; ^'. I!7 FA.C ;.,(,%1}) 2(:0•B !),1PEE; r • 1i :,'1C'. IL),AI ') :',.i'1i 3 *1'208' „ 2 '' 368'1 LVw ..;sn!(,: $'1•'%1'; l' (" )l,, 001 /004 03/12/2003 09:17 FAX +208 523 3681 • MAR -11 -2003 TUE 10:58 AM HEATH ENGINEERING MODEL H SIZES 02 TO 12 VERTICAL RECESSED COOPER ROBERTS SIMONSEN Unit Configurations MODEL J SIZES 02 TO 12 VERTICAL CABINET SL TOP 11 FAX NO. 8013220490 Inlet ',- Front Stamped Louver Outlet Front Stamped Louver I nlet Front Stamped Louver Inlet Front Toe Space, Front Bar Grille Outlet Top Duct Collar 4 Fresh Air Bottom or Back Fresh Air Bottom or Back Outlet Top Quad Grille, Top Bar Grille Fresh Air Bottom or Back Fj 002/004 P, 02 03/12/2003 09:17 FAX +208 523 3881 COOPER ROBERTS SIMONSEN MAR -11 -2003 TUE 10:58 AM HEATH ENGINEERING FAX NO. 8013220480 i I xr' s me Ito S/. =watt 4144x0 WM./ OK ,lees 144.1 ■LW4D 2' - 0 1/2' Cot G■■[elcx: Dimensional Vertical Data Recessed Model To F lInstroAce TOP VIEW • FRONT VIEW — LH PIPING 1 -- ,a /P { I-, ; tILTERS I IfpML LOINq N AIR :14 41T[49I41. LGIMI{ r 111Q•11 Of',411.6.11GL ®AEI FRONT v[Ew — RH PIPING s 1 11• r 1 . T 5 /r 32 1' -3 1/r 5 q,i (• am!' oL KRiL71 Y.IM ° I.OLf7 1 s /5" 4 3/6 i SIDE VIEW Unit No. of No. of Wall Opening Size Fans Motors A B C D E F G 02 1 1 3' -11" 2' -6" 2 2 /p" 1'•5 1/4" 1'.9 ' /." 3'.6" 2'.2 1 /I" 031 1 3' -11" 2' -6" 2 1'-5 Y.' 1C'S 'T." 3'=" 1 oa 1 1 4' 2 ' - 6 " 2 '/o" 1' - 10 '6" 2 ' - ' 4 , - 0 " 2 , - ' ���' 06 2 1 S'-3" 2' -8" 2 2'-7 '/." 2' -11 ' /." a g" Z--1- 9.1" 06 2 1 5'•S 7'" 2' -B '/." 4 yn" 5'4 '1." 3' -8 ' /." 5'-3" 2 10 3 2 7'•5 '11 "' 2'-9 '/1" 4 'ii" 4' - " S' -3 '/.' 7' -3" 2'•3 '12" 12 3 2 7'.5 '6" 2•-8 '/9" 4 'Po" 4' -11 f' 5' -3 'l.,' 7 ' - $" 2 ', 3 '/_" NOTE. '. COIL CONNECTIONS ARE ALWAYS ON THE SIDE OPPOSTfE THE CONTROL BOX. 2. ALL DUCT COLLAR DIMENSIONS ARE TO THE 01.1r1SIDE OF THE COLLAR. 3. LEFT' HAND COIL CONNEMONS P.R5 SHOWN, A• r x 4" :•BOX INCLUDED WITH DISCONNECT S WITCH, TUC OR THERMOSTAT MODULE, ;. COIL [ON NEGTIONS ARE s /." OD SvVEAT 6 SEE PAGE 36 FOR FRESH AIR OPENING LOCATIONS, NOTE. ALL DOC COLLARS ARE 1' FLANGE CONNECTION, 11003/004 P. 03 ..1 03/12/2003 09:17 FAX +208 523 3681 COOPER ROBERTS SIMONSEN r 0 MAR - 11-2003 TUE 10;58 AM HEATH ENGINEERING False Sacks False backs Increase the depth of a vertical cabinet unit and provide a cavity tnrough which to run piping behind the cabinet heater. False backs are also an excellent application when installing a unit beneath a window sill that extends out past the front of the unit, False backs are 18 -gauge steel construction and have the same paint finish as the unit. The false back is available In depths between 2" (5 cm) and 6" (20 cm) in 1 "(2.54 cm) increments. The false back depth cannot be changed after it has shipped; therefore, the depth must be known/ specified before the units are built. The false back's height and width are identical to the unit's dimensions. False backs are also available on units with extended end pockets, sizes 02 -08. Falseback for a unit with standard end pockets. Units with extended end pockets, sizes 02 -08, also are available with a false back. Options Aluminum Wall Boxes Wall boxes have a clear anodized finish. Up to 100 percent fresh air is available on all units except models D, E, and H with a bottom return and fresh air opening. Those units have up to 50% fresh air available- Wall boxes include a single core wire mesh insect screen. The frame is 10•gauge extruded aluminum alloy 60e3 -T6 construction. Horizontal louvers have 16 -gauge extruded aluminum alloy 6063-T5 construction. Wall boxes ship separate for field Installation and require a field- supplied duct or sleeve to disperse the fresh air through the wall box to the unit. Wall boxes allow fresh air to be introduced to units Recessing Flanges Recessing flanges have 18 -gauge ste I construction and are painted the sam finish as the unit. Recessing flanges provide an aesthetic architectural border or frame around vertical and horizontal cabinet units. The vertical recessing flange has three sides forfloor•mounted installations, and the horizontal recessing flange has four sides For ceiling installations. Vertical recessing flange for floor - mounted installations. The horizontal recessing flange has four sides for ceiling installations. 63 FAX NO. 8013220490 IA 004/004 P. 04 Projection Panels Projection panels allow semi- recessing of vertical recessed units. Projection panels have 16 - gauge steel construction and are painted with a baked powder finish. Panels are available in projection depths ranging from 2" (5 cm) to 8" (15 cml in 1 /2" (1 cm) increments. There is a distance of (2.2 cm) between the projection panel and the front of the unit. The depth of the projection panel cannot be changed after it has shipped: therefore the depth must be known /specified before the units are built. 11111111 BEN Projection panels allow semi - recessing of vertical recessed units. " r n � v ye C e 5iS Cooper Roberts Simonsen Architects ■• ■U■ Project: Date: To: From: Page(s): 14 March 2003 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 ARCHITECT'S SUPPLEMENTARY INSTRUCTION #022 \ \Server\oroiects\B02 -028 \Text\08 - Construction Administration \Suoolementary Instructions\Architect's Mark Austin Engineering & Technology Owner's 2386 Building — Main Level Addition and Project No.: Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Two (2) 8'/2" x 11" sheet and two (2) 8'/2" x 11" clarification details. (208) 523-2681 Fax (208) 524 -4435 The work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: 1. Reference the header coursing of glazed cmu above the new Doors 157A, 154A, 155A, 151A and 153A in the addition: a. The doorframes for 157A, 154A, and 155A are installed flush with the face of the glazed CMU. Modify the configuration of the glazed faces on the CMU above the door header as shown on the attached detail AE602.1 so that the coursing of the glazed faces is consistent. b. The doorframes for 151A and 153A are recessed back from the face of the glazed CMU and the glazed CMU at the jambs is bull- nosed. Modify the configuration of the glazed faces on the CMU above the door header as shown on the attached detail AE602.2 so that the coursing of the glazed faces is consistent. 2. Reference the glazed cmu in the addition at the west end of the new ADA ramp: a. Demolition: i) Remove the brick veneer on the existing north exterior wall as shown in the construction documents. ii) Sawcut and remove the concrete foundation on each side of Door 140A. Sawcut and remove concrete back to the door frame and sufficient distance on each side of the door frame to place a 4" glazed cmu with bullnosed corners at the door frame. iii) Sawcut and remove the brick veneer and exposed concrete foundation at the south end of the existing storefront entrance so that the new glazed CMU can run continuous along the south wall of the hallway. b. New Construction: i) Parge 2" thick glazed CMU to the existing concrete foundation on the north wall. ii) Lay up 4" glazed CMU in place of the brick veneer that was removed. Tie the new 4" veneer to the existing CMU wall. Provide bullnose glazed CMU at the 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchitects.com Cooper Roberts Simonsen Architects ■U ■s■ End of Architect's Supplementary Instruction: Issued by: Graham Whipple Cooper Roberts Simonsen Architects Email To: Doil Clements (208) 523 -1643 doilc @bateman- hall.com Bill Anderson (208) 496 -2976 Billandrsn2 @aol.com Les Meacham (208) 496 -2490 mechaml @bvui.edu ARCHITECT'S SUPPLEMENTARY INSTRUCTION #022 \ \Server\oroiects \B02- 028 \Text \08 - Construction Administration \Suoolementary Instructions \ Architect's opening for Door 140A. The header for this doorframe will need to have similar coursing as is shown on attached Detail AE602.2. iii) Terminate the new glazed CMU with a bullnose corner on the inside face of the existing storefront where the existing glazed CMU ends. Reason: 1. The coursing of the new glazed cmu around the top of the door frames is unacceptable. 2. Clarification of specific conditions where the new glazed cmu occurs. Alan Hall (208) 496 -1860 halla @byui.edu Chuck Frost (208) 496 -2490 frostc @byui.edu Rexburg City (208) 359 -3022 valc @ci.rexburg.id.us 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 8 STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www crsarchitects,com 1/1 " ■1' -m" SCALE: 1/2" = 1'-0' RB'10VE EXISTING GLAZED FACES DOOR F OM FLUSH WIN GLAZED au 0 1 4FT. PROVIDE NB*1 GLAZED FACE. NOTCN TO FIT AROUND DOOR FRAM. HEADER COURSING ELEVATION AE6O2 -13I -24 Cooper Roberts Simonsen Architects MM 260 B STREET IDAHO FALLS, IDAHO 83402 (208) 524 -4621 FAX (208) 523 -3681 www.crsarchitects.com MARK AUSTIN ENG. & TECH. BUILDING MAIN LEVEL ADDITION AND REMODEL PROJECT NO: B02 -028 I DATE: MARCH 13, 2003 CAD DWG FILE: ASI.022.AE602.1 DRAWN BY: JGW DOOR HEADER COURSING ELEVATION GLAZED CMU CHECKED BY: JGW AE602.1 SCALE: 1/2" = I' -0a 4 FT. PROVIDE NEW GLAZED FACE NOTGI4 TO FIT AROUND DOOR FRAME AT CORNERS. REMOVE EXISTING GLAZED FACES W1IE2E SHOWN WITH HATCH PATTERN. BULLNOSE at TO REMAIN. CUT GLAZED FACE OF EXISTING BLOCK AT STARTING POINT OF BULLNOSE RADIUS. TTPICAL BOTH SIDES OF DOOR FRAM. DOOR FRAME WITH BULLNO9E GLAZED 01.1 AT JAMS Cooper Roberts Simonsen Architects MM ioM 260 B STREET IDAHO FALLS, IDAHO 83402 (208) 524-4621 FAX (208) 523-3681 www.crsarchitects.com MARK AUSTIN ENG. & TECH. BUILDING MAIN LEVEL ADDITION AND REMODEL PROJECT NO: B02 -028 I DATE: MARCH 13, 2003 CAD DWG FILE: ASI.022.AE602.2 DRAWN BY: JGW DOOR HEADER COURSING ELEVATION GLAZED CMU CHECKED BY: JGW AE602.2 Codes Project Time From To Hours Mob 14ine From To Hours Miles Per Diem B L D Lodging $ Mix No. Slump Mix Temp, °F Ticket No. % Air Total Yd' Truck No. I Temp, °F Truck Yd' Gam( 30 02:(DO 7'5 EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Lac: Other (describe): Weather: G c r 3 S °_ 4 Jo Project:AUST1 PLC 1 , $YO Project Address: 941dU Rk.X2L)P.1- -- Date: 310 -03 Narrative: • ,:as Yk` . Q1 : A Ski A ./.c.'c'tit c./7n l y'7:'( / /✓L -�'y :��7� /,t -1l Sample(s) Obtained: Description STRATA PRO.IF(.T IlAli Y REPORT 1 Location No Date: Architect: Approved Plans on Site: Yes Type of Test /Insp: Deficiencies: Action(s) Taken: Results Reported to: of of 01 ect No: PO ' 9 ermit No: j /, 0' v ' 17/ d7 - L,�. /.tit , t ,A/// e I L., N ti? .l C .,,,,,, (2/7.1-1 P bCLZ( /1,4A/7/ 1- 16.4 c f --r ,..v it,LC�i` 1-',,744 . - , 4-t � ,'f�� Strata Representati of Received By: Sample Type Set No. Mix No. Slump Mix Temp, °F Ticket No. % Air Total Yd' Truck No. I Temp, °F Truck Yd' Project:AUST1 PLC 1 , $YO Project Address: 941dU Rk.X2L)P.1- -- Date: 310 -03 Narrative: • ,:as Yk` . Q1 : A Ski A ./.c.'c'tit c./7n l y'7:'( / /✓L -�'y :��7� /,t -1l Sample(s) Obtained: Description STRATA PRO.IF(.T IlAli Y REPORT 1 Location No Date: Architect: Approved Plans on Site: Yes Type of Test /Insp: Deficiencies: Action(s) Taken: Results Reported to: of of 01 ect No: PO ' 9 ermit No: j /, 0' v ' 17/ d7 - L,�. /.tit , t ,A/// e I L., N ti? .l C .,,,,,, (2/7.1-1 P bCLZ( /1,4A/7/ 1- 16.4 c f --r ,..v it,LC�i` 1-',,744 . - , 4-t � ,'f�� Strata Representati of Received By: Report to: Project: Contractor: Structure: Location: S T R a T a GEOTECHN'ICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 MATERIALS AND MIX DATA Reported by: Mix No.: Cement Brand Type: Admixtures: SPECIFICATIONS Slump, inches: Slump, inches: Grout Temp, °F: Air Temp, °F: Grout Sampled, Tested, & Prisms Cast (ASTM C -1019) Using 4 Masonry Blocks Date Cast: 02/11/03 Time: 12:00 PM By: BL GROUT PRISM TEST REPORT BYU IDAHO PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 AUSTIN BUILDING SOMERS /BATEMAN HALL INT. AND EXT. WALLS CENTER SECTION OF BLDG. BL 7 -BAG DARACEC -55 (ASTM C -143) (ASTM C -1064) (ASTM C -39) Avg. Strength, psi = 3155 (28 -day specimens only) Grout Supplier: Truck No.: Ticket No.: Time Batched: LABORATORY TEST DATA REQUIRED STRENGTH, PSI 7 Day: 28 Day: 2500 Reviewed By: Field Cure Days: Lab Cured from: Date Received: IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA Report No.: P03047 Date: 02/11/03 File No.: BYUIDA Project No.: P02098B Invoice No.: HIGH VALLEY 12 23218 11:14 AM FIELD TEST DATA Prism Curing (ASTM C -1019) 2 at Temp. Range, °F: 35-60 0e2L570 02/13/03 Sample No.: Prism Prism Dimensions X -Sec Total Date Age Comp. ID Width 1 Width 2 Area Load Tested Tested Strength (inches) (inches) (sq in) (Ibs) (days) (psi) P03047A 7.65 7.60 58.14 102960 02/18/03 7 1770 P03047B 7.70 7.65 58.91 183880 03/11/03 28 3120 P03047C 7.60 7.60 57.76 184060 03/11/03 28 3190 0.00 0 0 0.00 0 0 0.00 0 0 Codes - • Mob Time From To Hours Mile �, Per Diem B L D Lodging $ Slump Mix Temp, °F Ticket No. % Air Total Yd' Truck No. Temp, °F • i_ 1 r EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Loc: Other (describe): Weather: Sample Type Set No. Mix No. Slump Mix Temp, °F Ticket No. % Air Total Yd' Truck No. Temp, °F Truck Yd' Project: Project Address: Date: S -11 Approved Plans on Site: Yes No Date: Architect: Type of Test /Insp: Deficiencies: Action(s) Taken: Results Reported to: Sample(s) Obtained: Description STRATA PROJECT DAILY REPORT Location Client No: ,U 1 Project No: n`l(),g Permit No: of of Strata Representativ of Received By: Project: Project No: Date: �+, of Week: Day � '..-21,31---., Structure: On -Site Personnel: k vT M A L) kA X LL. Equipment: Work In Progress: Comments: , ,,- -.-.,c' f L r14I` f A 1 kALd., ZJ,...,Y 1>4 2040 C,(.A, "in/ 44 - ,'.{ _prsi To Be Resolved: Strata Representative: Signature:4 „, Page S T R a T a GEOTECHNICAL ENGINEERING & MATERIALS TESTING O 13 S E RVAT 1 ON RE PO RP Project: AOSI ! P> L41 Project No: �',yn9 Date: - - t)� Day of Week: 1 aJE26 . z s Structure: M. wAtt , 6 en ti x',Cr, ,Cr,: E- On -Site Personnel: �11 n A F`r1 i�A., t1n.r, 1 A4 — C' '4 n f n_4f,: _ 7i.✓QQ,T P /'.'�/�c Equipment: Work In Progress: Comments: AA -- y/� /� yA) y �/Jn J ) /� J}� /://1 q j� /y/ /j / 1 , /� /%} fJ AA O .�/ O � ' A 4.1. . LA-1 4Ar7 (.� 1i1 . .14)- l�S ii-C A ✓�L))6 , `( - l' Ik�Y .0 1 1 .0 's _� ✓ )& 2 11 ). I Q; �, „:"1 ,r l "�A.� i r.� - -- >y, ,--) - ' 06 i . �+� ,,, -e , ,4,- 2y .4 - � Ai «- . .4,,, ,,, .,z-� 449 9 n/ r" .t4. �Ok.f ii, ,4,1 .,(1e1.4 c C 3 c, To Be Resolved: Strata Representative: Signaturee ,, _ Page / of / GEOTECHNICAL ENGINEERING & MATERIALS TESTING O 13 S E RVAT ION RE PORT Codes Project Time From To Hours Mob Time From To Hours Miles Per Diem B L D Lodging $ Mix No. Slump 7x F,: o I .S % Air Total Yd' Truck No. , )o',V c).Cc )0,3 , P:00 I ■ c EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Loc: Other (describe): Weather: Project: A05/10 R(.. C ti Project Address: g j P..Q8 Date: "S'1a Sample(s) Obtained: Description STRATA PROJECT DAILY REPORT Location t No:b1'V/ (project No: P490976 Permit No: Approved Plans on Site: Yes No Date: Architect: Type of Test /Insp: Deficiencies: Action(s) Taken: Results Reported to: of Straxa Representativ Received By: of Sample Type Set No. Mix No. Slump Mix Temp, °F Ticket No. % Air Total Yd' Truck No. Temp, °F Truck Yd' Project: A05/10 R(.. C ti Project Address: g j P..Q8 Date: "S'1a Sample(s) Obtained: Description STRATA PROJECT DAILY REPORT Location t No:b1'V/ (project No: P490976 Permit No: Approved Plans on Site: Yes No Date: Architect: Type of Test /Insp: Deficiencies: Action(s) Taken: Results Reported to: of Straxa Representativ Received By: of Codes Project Time From To Hours Mob Time From To Hours Miles Per Diem B L D Lodging $ i) CO 1T ; CO 1.O Mix Temp, °F Ticket No. % Air Total Yd Truck No. Temp, °F Truck Yd' EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Loc: Other (describe): Weather: STRATA PROJECT DAILY REPORT of Project: OUST iM " $( Client No:. 3. Project Address: Project No: '�� 86 Date: 3-1 Permit No: Approved Plans on Site: Yes No Date: Architect: Type of Test/lnsp: Deficiencies: Action(s) Taken: Results Reported to: of of Narrative: .4(.7.4-4,_/, n / � 2'z'Iv 4.4., / - $ 4. 40 f _i..(apI Q � t , x - �'�r�� _ �' r a .� l r r724? =1, / D,E'' e ,Q._..�,. - } J� _ 4i ,xP E "� :��i7 Pin-j4 1 X t r s 3�1� ry1 , 'k7 L t Q . Sample(s) Obtained: Description Location 1 Strata Representati Received By: Sample Type Set No Mix No. Slump Mix Temp, °F Ticket No. % Air Total Yd Truck No. Temp, °F Truck Yd' STRATA PROJECT DAILY REPORT of Project: OUST iM " $( Client No:. 3. Project Address: Project No: '�� 86 Date: 3-1 Permit No: Approved Plans on Site: Yes No Date: Architect: Type of Test/lnsp: Deficiencies: Action(s) Taken: Results Reported to: of of Narrative: .4(.7.4-4,_/, n / � 2'z'Iv 4.4., / - $ 4. 40 f _i..(apI Q � t , x - �'�r�� _ �' r a .� l r r724? =1, / D,E'' e ,Q._..�,. - } J� _ 4i ,xP E "� :��i7 Pin-j4 1 X t r s 3�1� ry1 , 'k7 L t Q . Sample(s) Obtained: Description Location 1 Strata Representati Received By: Cooper Roberts Simonsen Architects 1 NMI • Project: To: From: Work in Progress: Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 1. 7 masons working on glazed cmu in the new entrance hallway. Field Report #025 \ \Server\projects \802 -028 \Text\08 - Construction Adninistration \Field Reports\Field Report.025.wpd Mark Austin Engineering and Owner's Technology Building — Main Level Project No.: Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Cooper Roberts Simonsen Architects Architect's P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 2386 Visit Date: 12 March 2003 Visit Time: 2:30 PM Report Date: 13 March 2003 No. of Workers: 12 Met With: Graham W hippie / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman - Hall, Alan Hall / BYU -Idaho Page(s): Two (2) 8 ' /2" x 11" sheets and two (2) 8 '/2" x 11" sheet of photos. (208) 523-2681 Fax (208) 524 -4435 B02 -028 Observations & (Instructions): 1. The metal stud framed walls between the new offices in the addition are not shown on the drawing to extend to the underside of the deck. These walls need to be extended to the underside of the deck to provide a barrier for sound transfer between the offices. The 1 /2" sheathing only needs to extend up above the ceiling, but the sound batt insulation and gypsum board need to extend to the bottom of the roof deck. Mechanical air transfer ducts with sound boots are shown on Sheet M108 to allow air flow above the ceiling; these air transfer ducts need to be provided as shown on the drawings. The framed wall between Classrooms 151 and 153 also needs to extend to the underside of the roof deck. Architect will issue a proposal request for this change. 2. A preconstruction meeting is indicated in the project specifications for the roofing work. Contractor indicated that the roofing materials will be on site Monday, March 17'" and that work will begin at the north end of the addition the following day. A preconstruction meeting will occur during the Architect's regular weekly site visit during that week. 3. Contractor inquired about the sample panel for fireproofing that is indicated in the project specifications. Architect will visit the site during the early stages of fireproofing in lieu of a the sample panel requirement. 4. The tables and chairs from Rooms 163 and 165 should be salvaged to the Owner. 5. Detail B5 /Sheet AE503 shows that the stem wall and stair slab are flush on the north face. A chamfer can be provided at the joint between the wall and the stair in order to provide a clean consistent joint between the two pours. 6. We reviewed modifications to the new masonry header /wall at the west side of the new entrance. The mason does not have glazed block that has a glazed front and bottom face. The header can have glazing on the east face and painted gypsum board wrapping the back and bottom faces. Contractor indicated that the header will be moved 5/8" to the east so that the gypsum board on the west side of the header is flush with adjacent cmu wall. 700 ".NORTH 200 WEST • SALT LAKE CTY, UTAH 84103 • (801)355-5915 • FAX (801; 355-5915 „i 1 1 23 260 ;, STREET IDAHO FALLS IDAHO : _ ' 6 "L • FAX (?(: f3 5' , ;;65:5' www.crsar =ohte ts,com 7. Some of the glazed cmu coursing around the new doors is unacceptable and needs to be modified. a. Three of the new door frames (157A, 154A, 155A) have been set flush with the glazed cmu in the corridor. The jambs do not have a bullnose corner. The glazed block has been completed around one of these doors, but the coursing above the right side of the door does not look good. (See photo below). Remove the two partial glazed faces at the right side of the door. Notch one single glazed face to fit around the door frame. ii. The coursing for the two additional doors needs to be similar. The stack bond of the glazed blocks needs to have a continuous appearance around the door. Glazed faces will need to be cut as required. Refer to the attached clarification detail AE602.1. b. Two of the new doors (151A and 153A) have bullnose cmu at the jambs and the frames are set back so the hinge side of the frame is flush with the wall. The coursing of the glazed block above these doors is unacceptable and needs to be corrected. (See photo below) The stack bond coursing needs to be continuous around the door opening. ii. Remove the faces of the blocks that do not match the stack bond coursing above the doors. The "L" shaped blocks that have the bullnose portion at the jamb side need to be modified. Cut and remove the flat portion of the glazed face. The bullnose glazing can remain in place. iv. Provide new glazed faces for the block at the door header so that the coursing of the glazed faces matches the surrounding stack bond coursing. Notch the glazed faces at the comers to wrap around the corner. A joint between the flat portion and bullnose portion of the glazing will be necessary. v. Refer to the attached clarification detail AE602.2. 8. The glazed cmu at the west end of the storefront glazing for the new office suite is not stacked straight. Remove the glazed cmu and correct the redo the corner between the expansion joint and the end of the glazed cmu. Items from Previous Reports Not Completed: Request for Proposal: End of Report: Report by: Graham Whipple Cooper Roberts Simonsen Architects Email To: Doil Clements doilc(abateman- hall.com Bill Anderson Billandrsn2(aaol.com Les Meacham c/o taylorm(a.bvui.edu Alan Hall Chuck Frost Val Christensen hallaabyui.edu frostcObvui.edu va l cCa.ci. rex bu rq. i d. u s )L' NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355-5915 • FAX (8011 355 915 260 8 STREET • IDAHO FALLS IDAHO 83403 • (208) 524 -4621 • FAX (208) 523-3681 www. c sarchife,ts com Placing cmu for bond beam header at the bottom of the west wall of the new entrance. Raise floor slab for air handler unit. Flush mounted door frame at Door 154A. Header conditions for glazed cmu shall be as outlined in notes above. Glazed cmu header over Door 153A. See notes above for corrections necessary at bullnose cmu. Glazed cmu header over Door 157A. See notes above for corrections necessary at flush conditions. Glazed cmu at transition where office suite glazing is located. Remove and replace the cmu at this corner. NORTH 200 WEST • SALT LAKE CITY, UTA 1 84103 • (801)355-.5915 • FAX (8011355-5915 260 8 STREET • IDAHO FALLS, IDAHO) 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarch tects,corr Roof deck installed at north end of addition Location where new ductwork needs to pass through wall at existing door to Room 165. 700 NORTH 20(7 260 B S "1 E1 Electrical conduit runs in Hallway 1Q Location where ductwork needs to pass through wall at existing door to Room 165. SAL LAKE C Y, UTAH 84103 • (801)355-5915 • FAX (801) 355 -59115 HO FALLS, IDAHO 83403 • (208) 524-4621* FAX (208) 523 -3601 www.c rsarchiRx;ts,corn Cooper Roberts Simonsen Architects/1 MEM Project: To: From: Work in Progress: Observations & (Instructions): Mark Austin Engineering and Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Field Report #024 \ \Server\prgects \B02- 028 \Text\08 - Construction Administration \Field Reports\Field Report.024.wpd Owner's Project No.: Cooper Roberts Simonsen Architects Architect's P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 2386 Visit Date: 5 March 2003 Visit Time: 2:30 PM Report Date: 6 March 2003 No. of Workers: 6 Met With: Graham W hipple / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman - Hall, Alan Hall / BYU -Idaho Page(s): Two (2) 8'/2" x 11" sheets and one (1) 8 ' /z" x 11" sheet of photos. B02 -028 1. 2 masonry laborers stocking and preparing for work with glazed block for the next day. (208) 523-2681 Fax (208) 524 -4435 1. The glazed cmu arrived earlier in the day. Contractor indicated that work on the glazed cmu was expected to start the next morning. Workers were stocking and preparing for installation of the glazed block. 2. We reviewed the conditions where the new 48X16 duct runs above the existing door to Lecture Room 165. There is only 20" of space above the ceiling allowing the duct to fit tightly between the bottom of the Ts and the suspended ceiling grid. The corridor wall at the this location is a bearing wall with precast Ts spaced at 36" o.c. There are existing plumbing lines above the ceiling that prevent the new duct from running vertically between the T's. The new duct is wider than the T spacing; a opening in the wall would remove the bearing conditions for one of the Ts. Architect and engineers will provide clarification for resolution of this issue. 3. Owner has decided that carpet should be replaced in the offices and conference room in Office Suite 106 as well as in the hallway in the basement. Carpet is owner provided and contractor installed. Owner will order sufficient carpet for these new areas. Architect will issue a proposal request for the additional carpet installation in these areas. 4. We reviewed the details for the windows on the exterior walls. The drawings require 2" rigid insulation between the cmu and brick veneer. The window frames will need to be fastened where the insulation is located between the two masonry wythes. The window openings should be wrapped with pressure treated 2x members attached to the face of the cmu walls to allow proper fastening of the window frames. 5. We reviewed the header detail sent with Proposal Request #028. The new masonry at the header should be in the same plane as the existing masonry wall. Contractor indicated that the frames at these openings have already been placed further out into the hall, but that the frames would be moved east. 70C) NORT1 200 'JEST ° SALT LAKE CITY, UTAH 84103 ° (801)355-5915 ° FAX (8011355-5915 260 3 ( .3728E1 . • IDAHO FALLS, IDAHO 83403 ° (2081524-4621• FAX (208) 523 -3681 www. o rsa r c ii tcc: r s.e orr\ 6. The west masonry wall at the new entrance should extend down to the nearest full course below the ceiling height in the hallway at the bottom of the stairs. This wall needs to be glazed cmu to match the other walls in this hallway. 7. Contractor indicated that he will be meeting with the fireproofing, mechanical, electrical, and plumbing subcontractors to review the fireproofing of the structure and to discuss how work hanging from the structure should be completed to minimize damage to the spray - applied fireproofing on the structure. 8. The cmu perimeter walls appear to be complete. Installation of the rigid insulation has begun on then north and south faces of the addition. 9. The structural steel framing for the west wall of the restrooms and custodial room appears to be corn plete. 10. The piping for the primary roof drain for the south half of the addition has been located too far north. The piping should be located so that it is concealed at the back of Storage 159. Saw cut the floor and move the piping to the correct location. 11. Roof joists have been placed in Room 145 and in the north half of Room 147. Items from Previous Reports Not Completed: Request for Proposal: End of Report: Report by: Graham Whipple Cooper Roberts Simonsen Architects Email To: Doil Clements doilcabateman- hall.com Bill Anderson Billandrsn2ftiol.com Les Meacham c/o tavlormebvui.edu Alan Hall Chuck Frost Val Christensen halla a.bvui.edu frostcabW i.edu valc anci.rexburg.id.us 700 NORTH 200 WEST • SAL' LAKE CITY, UTAH 84103 • (801)355-5915 ° FAX (8011 355 -591 5 260 8 5112EE'1 • IDAHO FALLS, IDAHO) 83403 • (2081524-4621' FAX (208) 523-3681 www.c rsorcI t cts.com Primary roof drain piping needs to be relocated. Saw cut slab and modify piping. Structural framing around fixture wall carriers. Steel Roof joists in Room 145. Roof joists in Room 147. I!) 4444. Structural Framing in Women's restroom. Fill hole with concrete after existing column is removed at location of new openings. .700 NORTH 20(1) WEST • SALT LAKE CiTY, UTAH 84103 • (801) 355-5915 • FAX (801) 355,5915 260 8 STREET • IDAHO FALLS, IDAHO 83403 • (208) 524-4621• FAX (200) 523-3681 www.crsarcHtects,corn INTERMOUNTAIN GAS COMPANY Code Information TO: Building Officials FROM: Jerry Hihath SUBJECT: Code Adoption and Unvented Natural Gas Heaters To facilitate our safety inspections and to honor our mutual agreement to provide after hour inspections of gas installations within your jurisdiction, could you please fill out the following information concerning the codes adopted and enforced within your authority. The code our jurisdiction enforces concerning gas equipment installations is the: ❑ Uniform Mechanical Code ❑ International Codes Year (Version) of code adopted Year (Version) of code adopted The following information will help us update our records concerning how you currently treat unvented natural gas heaters; (Check One) Yes ❑ We will allow the installation of unvented natural gas heaters. No ❑ We will not allow the installation of unvented natural gas heaters. Please advise the dealers and gas fireplace installers in your jurisdiction if this is a change in policy. If there are other amendments to the code currently adopted and enforced please list them below or provide a copy of your amendments: 1. 2. 3. 4. 5. Jurisdiction Name: Signed by: Date Title: Copies: White = General Office Yellow = Local Office Pink = Jurisdiction Cooper Roberts Simonsen Architects./ Project: Visit Date: 24 March 2003 Visit Time: 9:00 AM Report Date: 27 March 2003 No. of Workers: 20 Met With: Graham W hippie / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman - Hall, Alan Hall / BYU -Idaho To: From: Work in Progress: Mark Austin Engineering and Owner's Technology Building — Main Level Project No.: Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Field Report #027 Monthly Meeting Report \\Server\prolects\BO2 -028\Text108 - Construction Administration \Field Reports\Field Report.027.wpd Arch itect's Project No.: 2386 B02 -028 Page(s): Two (2) 8 %" x 11" sheets, two (2) 8 %" x 11" sheet of photos and one (1) 8 %" x 11" Observation Report from the Structural Engineer. 1. 7 masons working on brick at the north end of the addition. 2. 4 workers placing steel for the entrance canopy. 3. 5 roofers placing rigid insulation on the lower roof at the north end of the addition. (208) 523-2681 Fax (208) 524 -4435 Observations & (Instructions): 1. We reviewed follow -up assignments: a. Slope the brick on the window sills to provide drainage away from the new windows. The prefab piece shown in the sill detail is not specified and is not necessary if the brick sill is sloped. b. The wood installed around the windows is addressed in Proposal Request #32. The wood provides a substrate for fastening the window frames. c. The ceramic tile installed over CMU masonry shall have a mortar bed as specified. The ceramic tile installed on framing shall have a glass mat tile backer installed over gypsum board. d. We discussed options for the CPU holders. Prefabricated units are costly and equivalent systems could likely be fabricated locally at a lower cost. Architect will coordinate a resolution with the Owner. e. Architect is working with the Mechanical and Structural Engineers for a resolution for the new ductwork above the existing door to Lecture Room 165. 2. We discussed the requirements for additional carpet in the basement hall and in the remaining offices in the existing Office Suite 106. Les Mecham contacted the Architect to confirm that the carpet would be replaced in these areas as outlined in Proposal Request #29. 3. We reviewed the schedule for the project: a. Contractor indicated that the project is on schedule for completion by August 1, 2003. 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355-5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www crsarchitects com b. The air handler was delivered and placed in the building prior to the meeting. The air handler was not expected for several more weeks. c. The roof deck and roofing will be completed by the end of the week, so that the building is dried in. The Structural Engineer visited the site on Tuesday, March 25 to inspect the roof deck. He noted concern over the laps of the decking material and the depth and size of the welds. A copy of his report is including in this report. d. Demolition work at the west stairs has begun. The concrete work at the west side of the building should be complete around mid April. e. The new electrical transformers are expected to be delivered to the site no later that May 12 Prep work for the outage will be occurring during the next couple of weeks. A coordination meeting involving the Engineer, Architect, Owner and Contractor has been scheduled for April 9 at 11:00 a.m. 4. We reviewed items included in Change Order #9. Architect and Contractor signed the change order. Architect reviewed the change order with Les Mecham after the meeting. The signed copies of the change order were left with Les for review and processing. 5. We reviewed and Architect approved the Contractor's payment request for the month. The payment request was also given to Les Mecham for processing. 6. The rigid insulation for the roof has arrived on site. Roofers were beginning work on the north part of the addition. 7. The brick veneer on the north half of the addition appears complete except for the sills at the windows. See note above the direction regarding the brick sills. 8. The end of the new parapet wall does not connect to the existing parapet roof. Provide two small framed walls to connect the new and existing parapet walls together. 9. The brick on the south face of the addition needs to be layed up approximately' h" farther out than the brick on the existing building. The foundation wall deviates slightly near the southwest corner of the addition making it difficult to lay up the brick in the same plane as the existing brick. Provide a vertical band similar to the banding on the sides of the windows. The face of the brick at the addition can be held out slightly farther that the brick on the existing building. The photograph below shows the layout described. Items from Previous Reports Not Completed: Request for Proposal: End of Report: Report by: Graham Whipple Cooper Roberts Simonsen Architects Email To: Doil Clements doilc()bateman- hall.com Bill Anderson Billandrsn2aaol.com Les Meacham c/o tavlormc bvui.edu Alan Hall Chuck Frost Val Christensen halla(abvui.edu frostc(a).bvui.edu valcaci.rexbura.id.us 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355-5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www crsarchitects.00m Roofing materials. Completed brick on the north part of the addition. Beginning installation of roofing materials. Brick detail for south face of the building. ® f Installation of the steel beams at the new entrance Installation of steel at the new entrance. 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www,crsarchitects,com End of new CMU parapet where additional framed parapet is necessary. Ma. Demolition at the west stairs. 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www,crsarchi•ects,com 03/26/03 WED 08:51 FAX 801 298 1132 T S S E OBSERVATION REPORT TANNER SMITH & Structural Engineers 442 North Main Street Bountiful Utah 84010 ASSOCIATES Telephone: (801) 298 -8795 Facsimile: (801) 298 -1132 email: tsse(garos. net /z Project i4 l Date Location /3yu -- '% Weather C Client fro ,L..a hp-. -h : Observation By Present At Site /,3,11 Work In Progress / a c Observations / 1 Sc ;,1J S TIS S E eport Number Temp. -V Po z� rte / sal;✓ Q001 (2 / 6,-// Cooper Roberts Simonsen Architects/II ■ Project: Visit Date: 19 March 2003 Visit Time: 2:30 PM Report Date: 27 March 2003 No. of Workers: 12 Met With: Graham Whipple / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman - Hall, Alan Hall / BYU -Idaho To: From: Work in Progress: Request for Proposal: Mark Austin Engineering and Owner's Technology Building — Main Level Project No.: Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 1. 6 masons working on brick at the north end of the addition. 2. 2 workers welding connections for the roof deck. Items from Previous Reports Not Completed: Field Report #026 \ \ Server \prajects \B02- 028 \Text\08 - Construction Administration \Field Reports\Field Report.026.wpd 2386 Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Page(s): Two (2) 8 ''A" x 11" sheets and one (1) 8 ' /2" x 11" sheet of photos. (208) 523-2681 Fax (208) 524 -4435 Observations & (Instructions): 1. The primary roof drain piping located near Office 159B has been moved to the correct location so that it will be in the storage closet rather than in the office. 2. The roof deck had been installed on the south end except for over the mechanical room. Workers were welding the roof deck above M.E. & Tech Classroom 157. 3. We reviewed the conditions for the header above the storefront at new office suite. The header is to be a framed wall with gypsum board sheathing and should extend 1" below the ceiling height. The ceiling height has been changed to 9'- 6" in the new office suite. The height of the new storefront system will need to be adjusted to match the new ceiling height. 4. The existing exhaust fan from the old custodial room needs to be removed. 5. The bottom CMU on the north jamb of the north window in Drafting Lab 145 does not have a bullnose corner. Grind the square corner to match the bullnose corners on the window jamb. 6. We reviewed the conditions at the west end of the new ADA ramp where the existing brick veneer will be removed and replaced with glazed CMU. 7. The existing door frame in Office 171A is separate from the adjacent window frame and might be able to be removed without damaging the window frame. There is an existing Tight switch on the inside of the room at the joint of the two frames. The door and frame are to be removed and replaced with CMU. This work is outlined in Proposal Request # 30. 700 NJOR1H 200 WEST • SALT LAKE CITY, UTAI 1 84103 • (801) 355 -5915 • FAX (801) 915 260 5 STREET • IDAHO FALLS, IDAHO 83403 ° (2013) 524-4621° FAX (208) 523 -3681 www.cfso:rchn':iec s corn End of Report: Report by: Graham Whipple Cooper Roberts Simonsen Architects Email To: Doil Clements doilcabateman- hali.com Bill Anderson Billandrsn2(aaol.com Les Meacham c/o tavlormAbvui.edu Alan Hall Chuck Frost Val Christensen hallaabvui.edu frostcCa.bvui.edu v a l c(a.c i. rex b u rq . i d. u s 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -591 5 • FAX (801) ;35`;-5915 260 B STREET • IDAHO) FALLS, IDAHO 83403 • (200) 524 -4621® FAX (208) 523 -3681 Saw cut slab and relocated primary roof drain piping. New brick versus existing brick coursing. Corrected header coursing the door where the frame is flush with the glazed CMU. Brick veneer at in progress at the north end of the addition. Brick cracking at the upper outside corner of the lower wall. Bottom CMU at the window jamb that needs to be ground to match the bullnose corners. lcd:) NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (8011355-5915 260 3 STREET • IDAHO FALLS, IDAHO 83403 • (208) 52.9 -4621 • FAX (208) 523-3681 www.crsorchitec s,cOrn Saw cut slab and relocated primary roof drain piping. New brick versus existing brick coursing. Corrected header coursing the door where the frame is flush with the glazed CMU. Brick veneer at in progress at the north end of the addition. Brick cracking at the upper outside comer of the lower wall. Bottom CMU at the window jamb that needs to be ground to match the bullnose corners. 700 NORTH 200 WEST • SALT LAKE CITY, UTAil 84103 • (801) 355 -5915 • FAX (801)355-5915 260 3 STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4521 • FAX (208) 523-3681 www. crsarchitects.com Cooper Roberts Simonsen Architects ■$ ■in ■ Project: Date: 26 March 2003 To: From: Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Page(s): One (1) 8 %' x 11" sheet. PROPOSAL REQUEST #032 \ \Server\oroiects\B02- 028 \ Text \08 - Construction Administration \Proposal Owner's 2386 Project No.: Architect's B02 -028 Project No.: Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN (208) 523 -2681 Fax (208) 524 -4435 Description: 1. Reference the new window openings on the addition. a. Add fire- treated framing around the new window openings to facilitate installation of the window frames. Reason: 1. The insulation between the CMU and the brick veneer prevents proper attachment of the new window frames. The fire- treated wood provides a substrate for attachment of the frames. Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. End of Proposal Request: Issued by: Graham Whipple Cooper Roberts Simonsen Architects Fax to: Doil Clements Bill Anderson Les Meacham (208) 523 -1643 (208) 496 -2976 (208) 496 -2490 Alan Hall Chuck Frost Val Christensen 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 8 STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchitects.com (208) 496 -1860 (208) 496 -2490 (208) 359 -3022 Cooper Roberts Simonsen Architects 11 MIN Project: Visit Date: 01 April 2003 Visit Time: 10:00 AM Report Date: 02 April 2003 No. of Workers: 20 Met With: Graham Whipple / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman - Hall, Dallas Thacker / Warbonnet Electric To: From: Work in Progress: Observations & (Instructions): Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 \ \Server\prgects \802- 028 \Text\08 - Construction Adninistration \Field Reports\Field Report.028.wpd Mark Austin Engineering and Owner's Technology Building — Main Level Project No.: Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Cooper Roberts Simonsen Architects Architect's P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Field Report #028 2386 Page(s): Two (2) 8' /z" x 1 1 " sheets and one (1) 8' /2" x 11" sheet of photos 1. 8 masons working on brick on the south facade. 2. 6 roofers installing rigid insulation on the roof deck. 3. 2 workers installing clips for metal building insulation. 4. 3 concrete workers pouring and finishing concrete wall for stairs at west entry. (208) 523 -2681 Fax (208) 524 -4435 B02 -028 1. We discussed details for the corners where the entrance storefront transition to the clerestory windows and CMU walls. a. The front exposed side of the parapet coping is shown in the drawings to match the existing metal coping. This metal coping needs to wrap around the brick at the entrance and run into the new storefront. The metal flashing with 2" drip edge shown at the sill of the clerestory windows needs to be installed to the west of the new storefront at the entrance. b. The transition between the storefront, the steel columns, and the clerestory windows needs to be wrapped in break metal to match the storefront and window frames. 2. The roofing has been installed on the north part of the addition. The fleshings, metal coping, and expansion joint materials have not been installed yet. 3. The color for the new coping metal shall be Bone White to match the existing. 4. Workers were installing the rigid insulation on the roof deck. The wind was making it difficult to lay the roofing membrane at the time of the visit. 5. We reviewed the details for the installation of the reglet. Detail E1 /Sheet AE304 shows a reglet consisting of a single piece that is mounted on the face of the brick. Detail A5 /Sheet AE301 shows a reglet cut into the mortar joints of the existing building. The reglet configuration shown in Detail E1 /SheetAE304 may be used in both locations. 6. The roofing membrane needs to cover the wood cant strip. Add membrane where the cant strip is exposed. 700 NORTH 200 WEST • SALT L K ;IVY, UTALI 841 (73 • (801) 355 5 ;01 5 • FAX (8011355-5915 260 3 STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 + -621 • FAX (208) 523 -3681 www. C rsa rc hi tects,c o rn 7. There is an existing expansion joint located between the existing floor slab and existing foundation wall. See photo below. If new VCT tile is installed over this joint the tile will crack and break away. Architect will issue information about the expansion joint to be used at this location. 8. The brick veneer is nearly complete. Workers were laying up the last courses of brick at the south end of the addition. The brick sills had not yet been completed. 9. We reviewed the conditions in the existing transformer room in the basement. Approximately 5' of the floor will need to be sawcut and removed to provide access for the electrical feed from the new transformers to the new equipment inside the room. 10. There is an existing light switch on the south side of Stair 1 D. This switch will be abandoned and replaced with a switch on the north side of the stair as shown on Sheet E -110. The new switch needs to be fed from the classroom side of the wall (Lecture 127) using surface raceway. The switch on the hall side of the wall needs to be recessed in the glazed cmu. The penetration on each side of the wall needs to be fireproofed. 11. One of the existing outlets on the south wall of Hall 1 E is to be extended to the face of the new ramp as noted in the Addendum for Sheet E106. 12. Replace glazed CMU faces where handrails, electrical receptacles, light switches, etc are removed. Reference General Notes Sheets AE101 and AE102 - Item B. Items from Previous Reports Not Completed: Request for Proposal: End of Report: Report by: Graham Whipple Cooper Roberts Simonsen Architects Email To: Doil Clements doilcabateman -hall.com Bill Anderson Billandrsn2(dlaol.com Les Meacham c/o taylormObwi.edu Alan Hall Chuck Frost Val Christensen hallaAbyui.edu frostcAbyui.edu valc(a)ci.rexburq. id.us 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 8 STREET • IDAHO FALLS IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchitec;ts,cory South side of the door to the women's restroom - Grind the CMU corners to match bullnose corners. Masons finishing brick at the south east corner. Existing expansion joint in floor. Roofing membrane needs to be continuous to cover the cant strip. 700 NORTH 200 WEST • SAL" LAKE CRY, UTAH 84103 • (8( 1( 355-5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -462 • FAX (208) 523-3681 www.c(sarch tects,corn Cooper Roberts Simonsen Architects IN ■1* Project: Date: 11 April 2003 To: From: Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 PROPOSAL REQUEST #033 \\Serverloroiects\B02- 028 \Text\08 - Construction Administration \Proposal Owner's 2386 Project No.: Architect's B02 -028 Project No.: Page(s): One (1) 8 1 /2" x 11" sheet and one (1) 8 'A" x 11" drawing sheet from Heath Engineering. Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN (208) 523 -2681 Fax (208) 524 -4435 Description: 1. Reference Sheets M -103 and M -107 a. Carefully remove the existing surface - mounted cabinet heater located at the existing storefront entrance doors in Hallway 1E. Install the cabinet heater at the location shown on the attached drawing. Refer to the attached drawing SKM -101 -4 from Heath Engineering. Reason: 1. The existing location of the cabinet heater will conflict with the location and required width of the new ADA ramp. Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. End of Proposal Request: Issued by: Graham Whipple Cooper Roberts Simonsen Architects Fax to: Doil Clements Bill Anderson Les Meacham (208) 523 -1643 (208) 496 -2976 (208) 496 -2490 Alan Hall Chuck Frost Charles Anderson Val Christensen 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 26013 STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchitects.com (208) 496 -1860 (208) 496 -2490 (208) 496 -2490 (208) 359 -3022 WOODWORKING LAB HANG ABOVE 140 0 RE- INSTALL (E) CABINET HEATER IN NEW LOCATION AS SHOWN. RUN NEW MS AND HAIR FROM (E) PIPE 1 DOWN AND THROUGH WALL AND GONNEGT TO CABINET HEATER. MATGH (E) PIPE SIZE NOW SERVING GABINET HEATER IN EXISTING LOCATION, 3 /4" MIN. REMOVE AND RELOCATE EXISTING GABINET HEATER. REMOVE EH PIPING BAGK TO A NON - VISIBLE LOCATION AND GAP. ■ SCALE: I /S "= I' -0" II STORAGE 08 TOOL STORAGE PROJECT STORAGE 140F 1400 OFFICE 25E REVISION 4/1/03 MAIN FLOOR MECHANICAL REMODEL PLAN - AREA "A" H EATH Engineeing Company MecharicaUElectrical CormriIams 311 West BOO Nod Sap lake Gilt U104133 Tet (800 3224481 Fax 1801 3224190 PROJECT AUS1IN BUILDING CLIENT BRIG HAM YOUNG UNIVQIN - IDAHO DRAWING # BY GWN DATE 7 APRIL 2003 FILE. 356401 -SKM -101 -4 SKM -101 -4 Cooper Roberts Simonsen Architects all ■ Project: To: From: Work in Progress: \ \ Server\prclects \B02- 028 \Text\08 - Construction Adninistration \Field Reports\Field Report.029.wpd Mark Austin Engineering and Owner's Technology Building — Main Level Project No.: Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Field Report #029 2386 Visit Date: 09 April 2003 Visit Time: 9:30 AM Report Date: 11 April 2003 No. of Workers: 10 Met With: Graham W hippie / Cooper Roberts Simonsen Architects, Jedd Walker / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman -Hall, Doil Clements / Bateman -Hall, Alan Hall / BYU- Idaho, Les Mecham / BYU- Idaho, Steve Price / BYU - Idaho, Dallas Thacker / Warbonnet Electric, Steve Morris / Warbonnet Electric Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Page(s): Two (2) 8'/2" x 11" sheets and one (1) 8 '/2" x 11" sheet of photos 1. 3 roofers installing membrane on the south end of the addition. 2. 2 workers preparing to start fireproofing. (208) 523-2681 Fax (208) 524 -4435 Observations & (Instructions): 1. The fireproofing crew was preparing the building so that the fireproofing could begin later in the day. Plastic was in place in several locations that will help mask overspray during installation. Workers were continuing installation of plastic where necessary. Contractor indicated that installation of fireproofing should be completed by the end of the week. 2. The installation of metal building insulation will begin next week. 3. The east wall of Hall 1 BC is existing painted CMU. There is not existing base along this wall where the lockers were removed. The finish schedule calls for Terrazzo base in this area. Install rubber base along this wall to match the color of the brown coved base on the glazed CMU in the remainder of the hallway. 4. The EIFS system that is to be installed at the new entrance canopy needs to match the color and texture of the existing canopy at the main entrance. Contractor needs to provide a sample panel for approval. 5. The backfill for the stairs at the new entry and at the west side of the building is scheduled for Monday, April 14` Forming and placement of the new concrete stairs will occur after the heat melt piping is installed at the west stair. 6. New bullnose CMU has been installed at the jog in the wall where the vending machines were removed in Hall 1 BC. The existing conditions at the comer were inconsistent with some glazed bullnose CMU, some CMU that was glazed only on one face, and some CMU that had mitered glazing at the corner. The new CMU at the corner looks great. 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 841(:)3 • (801) 355 -5915 • FAX (801) 355 -5915 260 5 STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchitects.com 7. The new exhaust fan located in the Custodial Storage 154 can reuse the existing roof penetration from the old exhaust fan that was removed. The existing penetration is located above the new hallway, just north of the new Custodial Storage 154. 8. The VAT has been abated in Hall 'IBC, Hall 1 BA and Hall 1E. The tile the entrance vestibules of the restrooms and custodial room was not abated and under several doors opening to the halls. The tile on Stair 1D was not abated. 9. A steel support has been installed over the opening in the north wall of the new mechanical room in the addition as required by the Structural Engineer. 10. Contractor and Architect met with the Mechanical Subcontractor to discuss possible cost - saving modifications to the rerouting of ductwork above the existing door to Lecture Room 165. Architect will coordinate the proposed solutions with the Mechanical Engineer. 11. We met to review the schedule and logistics of the transition from the existing electrical transformers to the new transformers. The Electrical Engineer was unable to attend the meeting due to illness, but we reviewed plans for the transition and rescheduled a meeting with the Electrical Engineer for Friday, April 11 Electrical Coordination Meeting (11 April 2003) 12. We reviewed options for the transition to the new electrical transformers and equipment; a. An outage has been scheduled for Tuesday, April 15 during the devotional. A tracing device will be used to locate the wiring to the existing transformer vault. b. A second outage may be needed on Saturday, April 19 More information will be available after the first outage on Tuesday. c. We discussed alternate routes for the feeds from the new transformers. The Electrical Engineer will provide information for the options we discussed. d. The options discussed should provide some cost savings. Warbonnet Electric will determine the extent of the cost savings for the alternate solutions. 13. We reviewed pricing for the work related to ASI #13 and Bateman -Hall Change Order Request #35. a. The Electrical Engineer indicated that material and labor costs related to ASI #13 seem fair for the changes. b. We discussed pricing for work in the crawlspace (C.O. Request #35). Steve Morris with Warbonnet Electric indicated that he will revise the labor costs for this work. 14. Cost changes for electrical work discussed at the meeting will be handled together on one change order after the information has been received from the Contractor. 15. The lighting that has been installed in Storage Room 188 provides adequate lighting for the room, but requires several minutes to reach full light levels. Steve Price indicated that the school will install a timer for the lighting so that the lights are on from 8am to 5pm Monday through Friday. 16. The new light switches on the south side of Stair 1D will be eliminated. The halls will be illuminated with night lighting in both Hall 1 E and Hall 1 BA that should be sufficient to reach the light switches at either end of the hall. Items from Previous Reports Not Completed: Request for Proposal: End of Report: Report by: Graham Whipple Cooper Roberts Simonsen Architects Email To: Doll Clements doilcabateman- hall.com Bill Anderson Billandrsn2(6aaol.com Les Meacham c/o taylorm(cabWi.edu Alan Hall Chuck Frost Val Christensen hallat byui.edu frostcAbyui.edu valc anci.rexburg.id.us 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 3 STREET • IDAHO FALLS. IDAHO 83403 • (208) 524 -4621 • FAX (208) 523-368) w ww.crsarch tec:ts,com 4 Installation of expansion joint at north end of addition. Abated VAT in Hall 1BA 700 NORTH 200 WEST • SALT LAKE CITY, UTAI°I 84103 • (801) 355 -5915 • FAX (8011355-5915 260 3 S'`iEEI • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523-3681 www. c rs a rc h4 ects , c orrr Structural support above the opening in the mechanical room. Abated VAT in Hall 1BC Cooper Roberts Simonsen Architects/III Project: To: From: Work in Progress: Observations & (Instructions): Mark Austin Engineering and Owner's Technology Building — Main Level Project No.: Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Field Report #020 \ \Server\projects\B02- 028 \Text\O8 - Constniction Adrrinistration \Field Reports\Field Report.020.wpd 2386 Visit Date: 12 February 2003 Visit Time: 2:00 PM Report Date: 13 February 2003 No. of Workers: 15 Met With: Graham W hippie / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman - Hall, Alan Hall / BYU -Idaho Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Page(s): Two (2) 8 %" x 11" sheets and one (1) 8 ' /2" x 11" sheet of photos. (208) 523-2681 Fax (208) 524 -4435 1. 11 masons working on interior walls on the west half of the office suite and on the north half of the addition. 2. 2 plumbers setting carriers for the wall -mount water closets. 3. 2 electricians running conduit to coordinate with installation of cmu masonry. 1. Masons have been able to work again this week since the weather has been warmer again. a. The wall on the west side of the hall have been completed to their full height. b. Work was in progress on the wall separating the office suite from the existing building. c. The walls in Rooms 151 and 153 have been laid up to a height of 8 feet. d. The masonry infill has been laid up in the south end of the existing hall where the window were removed. e. Work has not been progressing on the exterior walls of the building because the brick ties still have not been delivered to the site. f. The glazed cmu block is scheduled to ship on February 19`" and should arrive at the site no later than February 26`" 2. We looked at the samples of the glazed cmu to compare the color match to the existing block. The sample block are a good color match. Alan Hall will contact Rulon Nielson to look at the block samples when Rulon is back on campus. 3. The coordination changes for the ductwork through the north wall of Room 151 have been issued to the Contractor. 4. We reviewed the layout of the framed walls in the restrooms. The walls will be shifted 2 %" to the east to allow proper installation of the wall -mount carriers and the waste - piping behind the framed walls. All openings into the space between the existing masonry wall and the new framed wall must be firestopped to achieve a 2 hour fire rating as indicated in the contract documents. 5. The carriers have been installed for the water closets in the women's restroom. Workers were in the process of installing carriers for the men's restroom. 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355-5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www. c rsa rchitects.com 6. The electrical panel located on the north side of the hall leading to the Arch & Const Computer Labs 145 and 147 has been shifted to the east to allow installation of the display cabinets shown on Sheet AE102. 7. The electrical receptacles on the east wall of the restrooms have been moved so that the conduit does not conflict with the location of plumbing lines. 8. The conduit for the electrical and data runs in the basement has been completed through the passageway under Hallway 1E. 9. The brick veneer on the existing building has been cut away at the locations of the new openings through the existing masonry wall. 10. Contractor is building temporary walls in Hallway 1 BC to provide access to the new addition. As the work on the perimeter walls begins the current access to the addition will be blocked. 11. We looked at the condition of the existing cm u on the east wall of Hallway 1 BC. Some of the block that will remain in place is in poor condition. We discussed replacing two stacks of block on the north side of the new opening to the women's restroom that are cracked and have poor joint conditions. There seems to have been an opening in the wall that was filled in with remnant cmu during construction. It is believed that the poor quality of these two stacks is due to the fact that they were infill after the original wall was constructed. See photo showing infill block at the north side of the new opening to the women's restroom. 12. We discussed the scheduling of asbestos abatement during the first weekend in April (Spring Break). We agreed that VCT in Hallway 1 BC could be abated during this weekend. Abatement can also occur for the VCT on the south half of Staircase 1D and the south portion of Hallway 1 E where the ramp will be constructed. 13. The next monthly meeting is scheduled for Tuesday, February 25 at 10:00 a.m. Items from Previous Reports Not Completed: Request for Proposal: End of Report: Report by: Graham Whipple Cooper Roberts Simonsen Architects Email To: Doil Clements doilcebateman-hall.com Bill Anderson Billandrsn2t aol.com Les Meacham c/o tavlormt byui.edu Alan Hall Chuck Frost Val Christensen hallaabvui.edu frostc(a).bvui.edu valc 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www crsarchitects com North masonry wall in Room 151. Infill at old window location. Location of new opening to women's restroom. Infill block at north side of opening. Wall -mount toilet carriers. Location of lavatories in men's restroom. Location of new openings for hall and men's restroom. Conduit through passage in basement - Data wiring (overhead), electrical (lower right) 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www,crsarchitects,com ill 02/12/2003 11:32 FAX +208 523 3681 Cooper Roberts Simonsen Architects ®■ f!i ! ;;i11!■ I Ill; Project: To: From: Page(s): Date: 12 February 2002 Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 COOPER ROBERTS SIMONSEN Ej001 /004 PROPOSAL REQUEST #017 REVISED MerverhoroJeas1902- 028 hT860E1 - Conaruc1Ion AdmnISire;oon \Proposal RecuessTropes21 Owner's Project No.: 2388 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects Architect's 802-028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 (208) 523 -2581 Fax (208) 524 -4435 One (1) 8'/z" x 11" sheet, *twenty -seven (27) 8 % "x 11" sheets of Engineer's Supplementary Instructions and three (3) 81/2" x 11" sheets of Engineer's Supplementary Instructions No #6 . ^ The twenty -seven (27) sheets ta$LAid with the original proposal request have not bean resent with this revised proposal requesr but are still applicable. Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. Fax to: THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN Description: 1. Modify specifications and drawings as outlined in the attached Engineer's Supplemental Instructions No. #1 from Heath Engineering 2. Add replacement of existing lighting in Room 160G as indicated in the attached Engineer's Supplemental Instructions No. #6 (3 additional pages). Reason: 1. Owner communicated changes too close to the bid time to allow changes to be issued by addendum. 2. Lighting replacement for this room needs to be included In this project due to funding allocations from the C.N.A. budget. Please submit your proposal within ten (10) calendar days or notify the Architect of the date an which you anticipate submitting your proposal. End of Proposal Request: Issued by; Graham Whipple Cooper Roberts Simonsen Architects Doil Clements Bill Anderson Les Meacham (208) 523 -1643 (208) 496 -2976 (208) 496 -2490 Alan Hall Chuck Frost Val Christensen I;;i •<) :'I'. 'I':I ,r� / ";i r. ',;il,; 'r(;';, )' ": 'I:, • i; f;'f fl:, ,i'I:)f;'\I ' ,• I'rl %'. (208) 496 -1860 (208) 496 -2490 (208) 359 -3022 Cooper Roberts Simonsen Architects:: Project: Visit Date: 13 February 2003 Visit Time: 1:00 PM Report Date: 17 February 2003 No. of Workers: 18 Met With: Jedd Walker / Cooper Roberts Simonsen Architects, Wallace N. Cooper II / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman -Hall To: From: Work in Progress: 1. None. Request for Proposal: 1. None. Mark Austin Engineering and Owner's Technology Building — Main Level Project No.: Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Page(s): Two (2) 8'Y" x 11" sheets. \\Serverlprojects\B02- 028 \Text\08 -Construction Administration\Field Reports \Field Report.021.doc Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 1. Masons working on interior walls on the south half of the addition. 2. Electricians running conduit to coordinate with installation of CMU masonry. 3. Rough plumbing and mechanical at new walls. 4. Demolition of existing walls at new access openings. Items from Previous Reports Not Completed: Field Report #021 2386 (208) 523 -2681 Fax (208) 524 -4435 Observations & (Instructions): 1. The glazed CMU has been reviewed and approved by Rulon Nielson. 2. We reviewed the construction schedule: a. The Contractor indicated that they have lost some time due to the late arrival of the proper masonry ties (the Contractor was informed that the ties were in Idaho Falls while we were on site). b. The Contractor also indicated that the air handler will not arrive as anticipated. As such, a portion of the roof will remain open to allow the air handler to be hoisted in. c. The schedule is getting tighter (more vertical), but the Contractor still feels that the August 1, 2003 completion date is attainable. d. The Contractor is mainly concerned with the work required to take place in the existing building after May 1, 2003. The remodel work is the critical path. Necessary items and equipment are being ordered and manufactured now so that the remodel is not delayed by lead times. 3. We reviewed the masonry rebar: a. The protective caps should be reinstalled where work is not occurring. 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www,crsarchitects.com Cooper Roberts Simonsen Architects:: ■ End of Report: Report by: Email To: Jedd Alan Walker, AIA Cooper Roberts Simonsen Architects Doll Clements doilc @bateman - hall.com Bill Anderson Billandrsn2 @aol.com Les Meacham c/o taylorm @byui.edu Field Report #021 \\Server\projects\B02 -028 \Text\08 -Construction Administration\Field Reports \Field Report.021.doc Alan Hall Chuck Frost Val Christensen halla @byui.edu frostc @byui.edu valc @ci.rexburg.id.us 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchitects.com Cooper Roberts Simonsen Architects ■■ ■■ Project: Date: 14 February 2003 To: From: Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Page(s): Two (2) 8 %" x 11" sheets. PROPOSAL REQUEST #027 \1Server\oroiects\B02- 028 \Text\08 - Construction Administration \Proposal Owner's 2386 Project No.: Architect's B02 -028 Project No.: (208) 523 -2681 Fax (208) 524 -4435 Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN Description: 1. Reference Sheet AE104 — Main Floor Wall Framing Plan Area "B" a. The framed walls on the west side of the restrooms need to be shifted to the east 2'/2" to allow installation of the wall -mount carriers and waste lines for the toilets. i) The existing brick veneer will need to be chipped away around the anchor bracket for proper installation of the carrier. ii) The studs in the framed wall need to be cut to the exact length so that the top and bottom edges of the metal studs are in direct contact with the horizontal face of the top and bottom C- channels. iii) The W5x16 beams will overhang the framed wall by 2 Yz" beyond the back face of the wall. Provide weld connections at the locations indicated in the original contract documents. b. Provide a credit to delete two layers of gypsum board on the back side of the framed wall including materials and labor for installation, taping and mudding as required by original contract documents. 2. CLARIFICATION: a. The framed wall assembly is required to have a 2 hour fire rating. The two layers of gypsum board and the existing masonry wall provide this fire rating only if all penetrations in or through the overall wall assembly are firestopped for a 2 hour rating. i) Details D7 & A6 on Sheet AE501 require firestopping of all penetrations through the framed walls. ii) Details included in Proposal Request #22 revised show firestopping where the new door and hall openings occur through the existing wall. iii) Detail E4 /Sheet AE501 shows firestopping at the expansion joints between the new and existing walls. 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchitects.com Cooper Roberts Simonsen Architects ■■ MOM Reason: 1. Coordination Changes necessary to provide proper installation of waste plumbing behind the framed walls in the restrooms. Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. End of Proposal Request: Issued by: Graham Whipple Cooper Roberts Simonsen Architects Fax to: Doil Clements Bill Anderson Les Meacham (208) 523 -1643 (208) 496 -2976 (208) 496-2490 PROPOSAL REQUEST #027 1 \Server\oroiects \B02 -028 \ Text \08 - Constmction Administration \ Pr000sal Alan Hall Chuck Frost Val Christensen 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchitects.com (208) 496 -1860 (208) 496 -2490 (208) 359 -3022 Cooper Roberts Simonsen ArchitectsN■ ARCHITECT'S SUPPLEMENTARY INSTRUCTION #020 Project: Date: 14 February 2003 To: From: Mark Austin Engineering & Technology Owner's 2386 Building — Main Level Addition and Project No.: Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 End of Architect's Supplementary Instruction: Issued by: Graham Whipple Cooper Roberts Simonsen Architects Email To: Doil Clements (208) 523 -1643 doilc @bateman - hall.com Bill Anderson (208) 496 -2976 Billandrsn2 @aol.com Les Meacham (208) 496 -2490 mechaml &..bvui.edu 11Server1orolects1602 -0281Text108 - Conshuction Administration\Suoolementary InstrucIionsArchitects Cooper Roberts Simonsen Architects Architect's 802 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 (208) 523 -2681 Fax (208) 524 -4435 Page(s): One (1) 8 %2" x 11" sheet and one (1) 8 %z" x 11" sheet from Tanner Smith Barfuss & Associates. The work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: 1. Reference Sheet S1.01 — Footing and Foundation Plan a. See Item 3 on the attached report for the connection of the new footing and foundation wall to the existing building at the addition for Storage 138. 2. Reference Sheet AE101 — Main Level & Partial Basement Floor Plans a. Also provide 1 - #4 dowel at each bond beam location to connect the new masonry walls to the existing walls. Drill & epoxy the dowels for a 6" embedment at each bond beam location in the existing wall. Reason: 1. The connection details for the storage room addition are not shown in the contract documents. Alan Hall (208) 496 -1860 halla @byui.edu Chuck Frost (208) 496 -2490 frostc @byui.edu Rexburg City (208) 359 -3022 valc @ci.rexburg.id.us 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchitects.com 06/19/2003 10:25 FAX +208 523 3681 Description; Reason: End of Proposal Request: O O P >r R R 0BI R1 si S1NON ,N ARCt; rl U ;t r „ ,,' iPl�h Proposal Request #043 nerverl projects 1802 -02B1Text108 - Censtn,eter, Admin slratlon \Proposal RequeetelProposst Recuest e43,doc Protect: Ivlark Austin Eng_ & Tech. Building — Owner's 2386 Main Level Addition and Remodel Project No.: Brigham Young University — Idaho Rexburg, Idaho 83460 -8205 Date: June 19, 2003 Architect's B02 -023 Project No.: To: Bateman -Hall, Inc. (208) 523 -2681 1405 Foote Drive Fax (208) 524 -4435 Idaho Falls, Idaho 83402-1829 From: Cooper Roberts Simonsen Architecture — Idaho Falls (208) 524 -4621 P.O. Box 2421 Fax (208) 523 -3681 Idaho Falls, Idaho 83403 -2421 Page(s): One. (1) 8 1/2” x 11" sheet, Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifcarions to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. 1. Provide a price to perform the following work in Hallway 1E: a. Carefully remove the brick veneer on the west face of the header above the old door opening Char leads to the covered breezeway. After removing the brick veneer determine the type and quantity of the structure and review with the Architect and Structural Engineer prior ro proceeding. Do not damage adjacent glazed CML'. b. Remove the CMU header above the opening. c. Description of additional work (i.e. repair work) will be provided after determining the extent of the existing structural system and parch work required. 1. The ceiling height above the new ramp is too low (the 1997 UBC requires a minimum of 7' -6" clearance). Submit your proposal within ten (10) calendar days or notify the i-chirecr of the date on which you anucipate submitting your proposal. Issued by: j edd . \lain Walker, AIA Cooper Roberts Simonsen Architecture Fax to: I)o,i nuncnr Rdl , \ndctp, . .�s \tnrh�m (20) 521-1413 (2118) U96.297( (2l 4 2 249') COOPER ROBERTS SIMONSEN a001/001 \Inn I:nll :h.ttlu \ndcrun \ pl (N14 E1.'141.1, (211 %) 456.180 (21I8) 396 -249 ( :159 -302 172/12/2003 11:32 FAX +208 523 3681 COOPER ROBERTS SIMONSEN FEB -11 - 2003 TUE 0450 P11 HEATH ENGINEERING FAX NO. 8013220490 fend HEATH ENGINEERING COMPANY 377 West 800 North, Salt Lake City, Utah 84103 ENGINEER'S SUPPLEMENTAL INSTRUCTIONS NO. #6 Owner _ z Architect Y Consultant Contractor x Meld Other PROJECT; Mark Austin Addition Date of OWNER: BYU - Idaho Issuance: February 11, 2003 TO: Graham Whipple Engineer; Nolan E. Johnson CONTRACT Engineer's FOR, Construction Protect No.: 3564.01 The Work shall be carried out In a000rdancewith the following supplemental Instructions Issued In accordance with the Contract Documents without change In Contract Sum or Contract Time. Prior to proceeding In accordance with these instructions, Indicate your acceptance of these Instructions for miner change to the VON as consistent with the Contract Documents and return a copy to the Architect. ELECTRICAL Light Fixture Type 'T-18' should be Prescollte CFT6321 STF602H -B6. The maximum height of the fixture is 6.1/4 ". Refer to sketch SKE - 111 -6. Room 1600 should have the existing light fixtures removed and new light fixture 'T -7' shall be installed as shown in sketch SKE - 102 - 3 &SKE - 111 - 7 respectively. The existing Tight fixture circuit and controls shall be reused with the new light fixtures. The contractor shall field verify exact address and acceptable VA loading, to assure no overloading on the existing circuit. February 11, 2003 ISSUED ACCEPTED: BY: Nolan E. Johnson BY HEATH ENGINEERING COMPANY J:\ WORK \JOBS \3564.01 \WP \ES1'S \ESI #6 - ROOM 160G.DOC CONTRACTOR Ijj 002/004 P, 02 .82/12/2003 11:33 FAX +208 523 3681 COOPER ROBERTS SIMONSEN FEB -11 -2003 TUE 04 :51 PM HEATH ENGINEERING FAX NO. 8013220490 Enpipowing Company MerhanfcaI/E!eovlcal CalstilanIs n You go naoi Std AI co; Van alto Tel 117 Sd. oic fix 00 322I ( _ ANEL "N" HEATH 1 PARTIAL MAIN FLOOR ELECTRICAL DEMOLITION PLAN - AREA "B" SCALE: I /8'' =I' -o" 10 5 0 10 20 P ROJ ECr AUSTIN BUILDING CLIENT BRIGHAM YOUNG UNIVERSITY — IDAHO 1 By_ NAD DATE 11 FEBRUARY 2003 FILE: 356401— E—DP01 —R2 IJ 003/004 P. 04 REVISION 2/I1/03 DRAWING # SKE -102 -3 L '32/12/2003 11:33 FAX +208 523 3681 COOPER ROBERTS SIMONSEN FEB -11 -2003 TUE 04:51 PM HEATH ENGINEERING FAX NO, 3013220490 OPANE'_ "N" T -7 T -7 - if PARTIAL MAIN FLOOR - r�C7L r�:r7:;11 ETINS LIGHT FIXTURE CIRCUIT CONTROLS TO REMAIN. CONTRACTOR SHALL VERIFY THAT THE NE+N VA LOAD WITH NOT OVERLOAD THE C,IRGUIT. T -7 1 -7 T - T -1 `--- .�����.� ✓� ice 20 LE TUBE ROOM LIGHTING REMODEL PLAN - AREA "B" SCALE, 1/8"= I -0" 10 5 0 10 1 1004/004 P. 05 REVISION 2/11/03 7T741WBONtll HEATH tngteedrigCarknany MecharbUEL9C1fICal Con items sJ taep DIY l Mg let kt9 3224487 In IMO iZ X0 PROJECT AUSTIN BUILDING CLIENT BRIGHAM YOUNG UNIVERSITY — IDAHO BY dlh DATE FEBRUARY 2003 FILE 356401— E— LP01 -R3 DRAWING N SKE-111--7 To: From: Work in Progress: Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 C O O P E R annummenine ROBERTS SIMONSEN ARCHITECTURE CREATING BETTER COMMUNITIES Excellence in Planning and Design Monthly Meeting Report / Field Report #031 \1Server\projects \B02 -028 \Text \08 - Construction Administration \Field Reports \Field Report.031.wpd Project: Mark Austin Engineering and Owner's 2386 Technology Building — Main Level Project No.: Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Visit Date: 29 April 2003 Visit Time: 10:00 PM Report Date: 2 May 2003 No. of Workers: 20 Met With: Graham Whipple / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman - Hall, Doil Clements / Bateman -Hall, Alan Hall / BYU -ID, Brett Johnson / BYU -ID Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Page(s): Two (2) 8'/z" x 11" sheets and one (1) 8'/2' x 11" sheet of photos. 1. 7 Electricians replacing light fixtures in existing building 2. 2 worker installing fire sprinkler lines 3. 6 HVAC workers installing ductwork 4. 5 Plumbers roughing in plumbing at restrooms. 250 8 STREET • IDAHO FALLS, IDAH0 83402 • (208) 524 -4621 • FAX (208) 523 -3681 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -9885 www.rrsarchi cects.com (208) 523 -2681 Fax (208) 524 -4435 Observations & (Instructions): 1. We reviewed follow -up assignments from the past several weeks: a. Proposal Requests #33 and #34 have been issued to the Contractor. Contractor indicated that pricing is in progress for #33. We discussed that a maximum of 50% of the glazed CMU faces at the current location of the cabinet heater would need to be replaced. This is due to the fact that the new ADA ramp will cover the bottom half of the block which is currently behind the cabinet heater. b. A proposal request will be issued to receive a credit for the labor /installation costs saved by omitting the 14" dia. duct intended to create a loop in the HVAC system as discussed in Field Report #30. c. A solution for the CPU holders has not been worked out yet. d. We discussed the medallion for the main lobby floor. Alan indicated that design of the medallion will begin after the planter is removed and the necessary dimensions of the medallion are established. e. The rip rap for the grading will be provided by the Owner and installed by the Contractor. f. The expansion joints on the east side of Hallway 1 BC are addressed in Proposal Request #35. 2. We reviewed the schedule for completion of the project. Contractor indicated that the project is on schedule for completion by the August 1 contract completion date. a. The asbestos work in the main lobby area has been delayed this week. There was some confusion by users of the building about when the abatement work would begin. The abatement work is expected to continue later in the week. The abatement work in the main lobby (Hall 1 B), Hall 1 BA, Stair 1C and Stair 1D is expected to be complete by about Friday, May 9 so that work can proceed with the ADA ramp. b. We discussed egress paths through the building as areas where work is focused changes during the summer. Architect will provide drawings of the building for the Contractor to mark and post indicating access and egress paths while construction occurs. 3. We reviewed and signed Change Orders 10 and 11. Change order #10 contains items discussed during a meeting between Owner and Architect on Wednesday April 23 Change Order #11 is for the completion of work related to Bid Alternate "B" as discussed between Owner and Contractor on Friday, April, 25 Contractor inquired about the status of Change Order #9. The change order has been revised and resubmitted to the Owner for processing. 4. Existing cabinets and podiums will need to be removed from rooms where asbestos abatement is to occur so that all of the asbestos containing tile in these rooms can be abated. 5. We discussed the work for Room 167. Room 167 will be used for classes during the first two weeks of the summer term. Work in this room can begin about May 20 The existing countertops and shelving do not need to be salvaged. Owner requested that the metal CPU brackets be taken off the counter tops and given to the Owner for use elsewhere. 6. The new column on the north side of Hall 1S was placed approximately 1.5" too far south. Since the fireproofing was installed the column now projects into the hall about 1.5" which prevents installation of the specified expansion joint cover. Architect is working with manufacturers representatives for an acceptable solution. Items from Previous Reports Not Completed: Request for Proposal: 1. Provide a cost for installation of the expansion joint at the location where the new hallway to the drafting labs tees off Hallway 1 BC. See Proposal Request #35. End of Report: Report by: Email To: Graham Whipple Cooper Roberts Simonsen Architects Doil Clements doilcabateman- hall.com Bill Anderson Billandrsn2aaol.com Les Meacham c/o tavlorm(&bvui.edu Alan Hall Charles Anderson Val Christensen 260 8 STREET • IDAHO FALLS, IDAHO 83402 • (208) 524 -4621 • FAX (208) 523-3681 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (8 ©1)355 -5915 • FAX (80 1) 355 -9885 www.crsarrhitects.corn halla(cabvui.edu andersencAbvu Led u va l c (Dc i. rex b u rq . i d. u s Column on the north side of Hall 1S projects beyond face of glazed cmu with required fireproofing. Existing expansion joint under east wall of Hallway 1 BC. This condition is typical at new openings in existing wall. 2607 B STREET • IDAHO FALLS, IDAHO 83402 • (208) S24 -4621 • FAX (208) 523 -3681 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (80I) 355 -9885 www.crsarchicects.com Project: Visit Date: Report Date: Met With: To: From: 23 April 2003 Page(s): Two (2) 8 x 11" sheets Work in Progress: Observations & (Instructions): C O O P E R imommummi ROBERTS SIMONSEN ARCHITECTURE CREATING BETTER COMMUNITIES Excellence in Planning and Design Field Report #030 \ \Server\projects \B02- 028 \Text \08 - Construction Administration \Field Reports \Field Report.030.wpd Mark Austin Engineering and Owner's Technology Building — Main Level Project No.: Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 2386 Visit Time: 10:00 PM 9 May 2003 No. of Workers: 17 Graham Whipple / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman - Hall, Doil Clements / Bateman -Hall Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 1. 7 Electricians replacing light fixtures in existing building 2. 1 worker installing fire sprinkler lines 3. 4 workers installing building insulation 4. 3 HVAC workers installing ductwork at north end 5. 2 Plumbers roughing in plumbing at restrooms. 1. The fire sprinkling system is difficult to install below the mechanical ducts at the north end of the building. The subcontractor had hoped to locate the main lines above the ductwork, but the metal building insulation at the roof deck prevents the lines from being installed above the ducts. The ceiling in the two drafting labs (Rooms 145 & 147) may be lowered 3 inches to accommodate installation of the sprinkling system. The support cables for the indirect light fixtures will need to be shortened in these two rooms so that the bottom of the fixture is at 7' -6" above finished floor. 2. The 14" duct running in the ceiling above the short hall to the drafting labs cannot be located as shown on the drawings because of the difference in ceiling height between the addition and the existing hallway. The Mechanical Engineer indicated that the duct creates a loop in the system but is not necessary. The duct can be eliminated at this location. 3. Electrical contractor has indicated that the lights specified for the new restrooms are recessed 260 6 STREET • IDAHO FALLS, IDAHO 83402 • (208) 524 -4621 • FAX (208) 523 -3681 700 NORTH 200 WEST • SALT LAKE CITY. UTAH 84103 • (80) 355 -5915 • FAX (80 1) 355 -9885 www.crsarchitects.com (208) 523 -2681 Fax (208) 524 -4435 type fixtures, but the ceiling in the restrooms is gypsum board. The fixtures should be surface mounted. 4. Electrical contractor has indicated that the lights specified in the lighting change for Finishing Room 140E are standard type fixtures, but the existing fixtures are explosion proof. Architect has contacted the Electrical Engineer for a resolution. 5. We reviewed the grading conditions around the stair at the west side of the building. The new conditions should be similar to the conditions that existing prior to demolition of the existing stair, landing and drive approach. a. The landing at the bottom of the stair will slope to the northwest corner of the landing. b. There will be a step from the landing to the adjacent concrete drive approach at the bottom of the new stairs. c. The drive approach will slope away from the building and away from the sidewalk at the street to a low point near the middle of the drive approach. From the middle of the drive approach the slope will need to carry water towards the northwest onto the adjacent lawn. 6. The rip -rap for the landscaping is to be provided by the Owner and installed by the Contractor as clarified in Addendum 2. Contractor will need to coordinate with Owner for delivery and placement of the rock. Items from Previous Reports Not Completed: Request for Proposal: 1. Provide a cost for changes to the mechanical ductwork as outlined in Proposal Request #34. 2. Provide a cost for installation of the expansion joint at the location where the new hallway to the drafting labs tees off Hallway 1 BC. See Proposal Request #35. End of Report: Report by: Graham Whipple Cooper Roberts Simonsen Architects Email To: Doll Clements doilc(abateman- hall.com Bill Anderson Billandrsn2Aaol.com Les Meacham c/o taylorm(aabyui.edu Alan Hall Charles Anderson Val Christensen 260 8 STREET • IDAHO FALLS, IDAHO 83402 • (208) 524 -4621 • FAX (208) 523 -3681 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (80 I) 355 -9885 www.crsarcn1tetts.com halls a(�.bvui.edu andersen c(a).byu i.edu va IcAc i. rexb u rg. id. us Cooper Roberts Simonsen Architects $$ ENE Project: Date: 8 May 2003 To: From: Fax to: PROPOSAL REQUEST #035 \ \Server\oroiects \B02- 028 \Text \08 - Construction Administration \Proposal Mark Austin Engineering & Technology Owner's 2386 Building — Main Level Addition and Project No.: Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Page(s): One (1) 8'/2' x 11" sheet. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN (208) 523 -2681 Fax (208) 524 -4435 Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. Description: 1. Reference the short hall leading to the Arch & Const Computer Labs 145 and 147 from Hall 1BC. Also Reference Doors 141A, 143A & 149A. a. There is an existing expansion joint in the floor where the precast Ts meet the existing foundation wall. Provide a new metal floor expansion joint cover to bridge the gap at the openings through the existing east wall of Hall 1 BC. Acceptable products for this location are as follows: i) Series SP by MM Systems, www.mmsystemscorp.com ii) 800 Series by JointMaster, www.inprocorp.com iii) Equal as approved prior to installation. Reason: 1. The expansion joint was discovered after the openings were cut and debris from the demolition was removed. The expansion joint needs to be maintained to allow movement in the floor caused by thermal expansion of the precast Ts. Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. End of Proposal Request: Issued by: Graham Whipple Cooper Roberts Simonsen Architects Doil Clements Bill Anderson Les Meacham (208) 523 -1643 (208) 496 -2976 (208) 496 -2490 Alan Hall Charles Anderson Val Christensen 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www.crsarchitects,com (208) 496 -1860 (208) 496 -2490 (208) 359 -3022 Cooper Roberts Simonsen Architects ■■ 1 Project: Date: 9 May 2003 To: From: Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Page(s): Two (2) 8 1 /2" x 11" sheets. PROPOSAL REQUEST #036 \ \ Server\oroiects \B02 -028 \ Text \08 - Construction Administration \Pr000sal Owner's 2386 Project No.: Architect's B02 -028 Project No.: Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN (208) 523 -2681 Fax (208) 524 -4435 Description: 1. Reference Sheet M -108 — Main Floor Mechanical Remodel Plan — Area "B ". a. Provide a credit for the labor and installation costs saved by eliminating the 14" diameter duct which runs east to west from above Door 145A and connects to the existing 22" diameter duct at the east side of Tune -Up Lab 160. The credit needs to include costs to saw cut / core drill openings through existing walls at 3 locations. The materials for the 14" duct have already been fabricated and are on -site. b. Provide a credit for the labor and installation costs saved by eliminating the transfer air sound boots in Rooms 151, 153, and throughout Office Suite 159. These materials have already been fabricated and are on -site. c. Provide a credit for the labor and installation costs saved by eliminating 5 fire / smoke dampers in Hall 1M which are not necessary. The 2 — 32 "x16" R.A. Grilles at room 167 can be eliminated. Add a R.A. Grille to replace one ceiling tile in the suspended ceiling grid of Room 167. The fire /smoke dampers and R.A. grilles shown on the drawings are already on site. d. Modify the existing supply air duct lines in Room 156 as follows: i) Remove the 3 existing supply branches on the east side of the room. Reroute the supply branches to run in the space between the precast at the roof. Coordinate location of new S.A drops with location of new piping running through the room at the locations shown on the drawings. Reason: 1. Modifications to the duct lines are necessary to coordinate with work of other trades and existing conditions in the building. Sound boots and fire smoke dampers are not necessary at the locations described above. 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www,crsarchitects,cam Cooper Roberts Simonsen Architects as Eon \ \Server\oroiects \B02- 028 \ Text \O8 - Construction Administration \Proposal Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. End of Proposal Request: Fax to: Issued by: Graham Whipple Cooper Roberts Simonsen Architects Doil Clements Bill Anderson Les Meacham (208) 523 -1643 (208) 496 -2976 (208) 496 -2490 PROPOSAL REQUEST #036 Alan Hall Charles Anderson Val Christensen 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 355 -5915 • FAX (801) 355 -5915 260 B STREET • IDAHO FALLS, IDAHO 83403 • (208) 524 -4621 • FAX (208) 523 -3681 www,crsarchitects,com (208) 496 -1860 (208) 496 -2490 (208) 359 -3022 Ili 04/29/2003 09:06 FAX +208 523 3681 Cooper Roberts Simonsen Architects ®■ IIII Project! Date: 29 April 2003 To From: End of Proposal Request: Fax to: Mark Austin Engineering & Technology Owner's 2386 Building — Main Level Addition and Project No.: Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Issued by Graham Whipple Cooper Roberts Simonsen Architects Doil Clements Bill Anderson Les Meacham COOPER ROBERTS SIMONSEN la 001 /003 (208) 523 -1643 (208) 496-2976 (208) 496-2490 PROPOSAL REQUEST #034 \15enar\proleas■B02.0281Teat108 - Con7ruaon AdmnisrranoMPraposal Requacs1Propowl Cooper Roberts Simonsen Architects Architect's 802 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN Alan Hall Chuck Frost Charles Anderson Val Christensen '; lrt= • l ,,,,.t , ai, d'1!.',<'.i; ,.10'J), '•,f;,;; I° Ir,' ('UGi r'„ (208) 523 -2681 Fax (208) 524 -4435 Page(s): One (1) 8 Yz" x 11" sheet and two (2) 8 %z" x 11" drawing sheets from Heath Engineering and Tanner Smith & Associates. Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. Description: 1. Reference Sheets M -108 - Main Floor Mechanical Remodel Plan — Area "B" a. Reconfigure the 46x18 duct where it passes through the wall above the existing door to Lecture Room 165. See the attached detail SKM -101 -3 from Heath Engineering, ) Then new duct will be split into two portions where it passes through the wall. Where the duct passes through the wall the overall dimension of the duct may not exceed 24 ". The insulation will need to be omitted from the duct for the thickness of the wall, ii) The CMU block below the bearing plates for the precast Ts needs to remain in place. Provide metal angles around the new openings in the existing wall per the attached detail from Tanner Smith & Associates. Reason: 1. The duct shown in the original drawings is too large and will eliminate the existing bearing for the precast T's. The modifications will provide necessary air volume while preserving the existing bearing conditions, Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. (208) 496.1860 (208) 498 -2490 (208) 496 -2490 (208) 359 -3022 04/29/2003 09'07 FAX +208 523 3681 '' 04/28/2003 12 :42 2894962976 TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Kahn Street Bountiful, LItch 9SQ! Fnonc (gal) 298 -13793 rd K {Bq1) 2gB -1 132 E —moll taaeoares. net PROJECT M i4fl CC koparaN ,2/ f 64 P /Lc/ / -5 R ,-- , COOPER ROBERTS SIMONSEN I� 003/003 PAGE 02 nag= 1 PAGE: U3 DATE ENGINEER V/134; 11:29 FAX +208 523 3681 COOPER ROBERTS SIMONSEN 11001/002 Cooper Roberts Simonsen Architects Mr !!i!',i Project: Date: 13 May 2003 To: From: End of Proposal Request: Fax to: Mark Austin Engineering & Technology Owner's 2386 Building — Main Level Addition and Project No,; Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc, 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 PROPOSAL REQUEST #037 Revised 11 56rver1oroiecrskE02- 0281TaxI\OB - Gnnxrr rNion AdmlmarrarlonTrOoCaal Cooper Roberts Simonsen Architects Architect's 802 -028 P•O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN (208) 523 -2681 Fax (208) 524 -4435 Page(s): One (1) 8 W x 11" sheet and one (1) 8'/" x 11" drawing sheet from Tanner Smith & Associates. Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. Description; 1, Reference Sheet AS101 — Site Plan & Details, a. Change the concrete pad described in Reference Note 5 from a 4" thick slab with #4 epoxy coated rebar at 16" o.c. to an 6' thick concrete slab with #4 epoxy coated rebar at 16" o.c. Center the rebar in the slab, See the attached drawing from the Structural Engineer for the pad and control joint layout. Reason: 1. The thickness of the concrete pad described in the contract documents is not sufficient for the weight of the electrical transformers. Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. Issued by: Graham Whipple Cooper Roberts Simonsen Architects Doll Clements Bill Anderson Les Meacham (208) 523 -1643 (208) 496 -2975 (208) 496 -2490 Alan Hall Charles Anderson Val Christensen r. ,0p1 1I or) vh.'FF)I l,)i: H ( �' ';;) 5 n "�`r B ;i �lr(: r i • ) . �11�,,i I', �� I `� Ii,`, ,I IC ' .1(1," 's';:18 i .r :.l 1 ,10 ;' 1 r,l�'• ,,'c; �') `i "•.v ,, i<l ,‘,I (208) 496 -1860 (208) 496 -2490 (208) 359 -3022 05/13/2003 11:28 FAX +208 523 3681 06/.13/03 TUE 10:29 FAX 801 298 1132 TANNER SMITH do ASSOCIAT STRUCTURAL 442GI E N Mole Street Souetilul, Utah 94p10 Phorc (? AS O1) Zia -ET r 901 268 -1132 E -mail Lase°area.nat COOPER ROBERTS SIMONSEN TS S E PRO.iCT Av AL0/-.1;vi i� l/�•< ARCHITECT C y ` S R fi( b a- ii —q ENGINEER ►dCaT�ON, i _ L DATE a002/002 1 001 PAGE! OF 05/13/g.003 10:43 FAX +208 523 3881 A .! , Cooper Roberts Simonsen Architects M■ li 1111,1 Project: Date: 13 May 2003 To: From: End of Proposal Request: Issued by: Fax to: Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460-8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 - 1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Graham Whipple Cooper Roberts Simonsen Architects Doll Clements Bill Anderson Les Meacham COOPER ROBERTS SIMONSEN IJj001/002 (208) 523 -1643 (208) 4962976 (208) 496 -2490 PROPOSAL REQUEST #036 1 ■AorvgrkorolocuAB02- 0261TBY1106 - cons !ruction Adminislralion1Pr0000l Owner's Project No.: 2386 Architect's B02 -028 Project No.: (208) 523 -2681 Fax (208) 524 -4435 Page(s): One (1) 8 x 11" sheet and one (1) 8 %" x 11" drawing sheet from Tanner Smith & Associates. Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN Description: 1. Reference Sheet AS 101 — Site Plan & Details. a. Change the concrete pad described in Reference Note 5 from a 4" thick slab with #4 epoxy coated rebar at 16" o.c, to an 8" thick concrete slab with #4 epoxy coated rebar at 12' o.c. Provide 4" concrete cover for the rebar. See the attached drawing from the Structural Engineer for the pad and control joint layout. Reason: 1. The thickness of the concrete pad described in the contract documents is not sufficient for the weight of the electrical transformers. Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. Alan Hall Charles Anderson Val Christensen I r1h i11 (� 1 i .{ r'l'. (_ p �•.i1/ 1 ..I �.i <! ,. . "a � .> f ,.a ...1 il�il�.,. l�(.)I?,S`,` f ? ;1'I:. �fr�.,�,1.j,�i c‘60 �� .)"!iir i ��)r: 9l.! ,:.,, I.O II l: \� 7G, o < `s1l): I2C8) c :,2 i ei6: • i !;f . '1 , (208) 496 -1860 (208) 496 -2490 (208) 359 -3022 05/13/2.003 10:43 FAX +208 523 3681 COOPER ROBERTS SIMONSEN i i:5/13/03 TUE 09:31 FAX 801 298 1132 TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS S 443 Notch Ma In Si treat lotir 0ounttful. Ulan 8401 0 Pnonc ((601 2148-8725 Fo>a (WI) 386 - 1 132 E -mail t=.,iearOr.nAl PROJECT IIRCND'ECT LpcMON TS S E PIIOJECT / S /D DATE ENGINEER G G--) Z002/002 002/002 001 PAGE: OF 05/2812003 11:47 FAX ..- Project: Reason: End of Proposal Request: +208 523 3881 COOPER ROBERTS SIMONSEN C O O P E R ROB G RTS SIMONSEN ARCH! 'f EC1 uRE .krATINJc, BETTER Ct ?MMUI\II I Its, Esc.r'Ilt nn' in Planning And r• •,I�n Proposal Request #041 11Scrvcr1proleas11302 .028cTer<1lO8 - Construction Aominlelreuon \Proposal Requests \Propoaal Requeat.041.cloc Mark Austin Eng. &'1'cch. Building — Owner's 2386 Main Level Addition and Remodel Project No.; Brigham Young University — Idaho Rexburg, Idaho 83460 -8205 Nlay 28, 2003 Architect's B02 -028 Project No.: Date: To: Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 From: Cooper Roberts Simonsen Architecture — Idaho Falls P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Page(s): One (1) 8 x 11" sheet and three (3) 8 " x 11" drawing sheets. Please submit - an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as dcscribcd herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: 1. Provide a price to delete the (48) keyboard trays added by Addendum (see Addendum #004, paragraph IV, IV -5, a)). 2. Provide a price to provide and install 50 (fifty) Universal, CPU Holders (Cl'U1A) as manufactured by Doug Mocicert and Company, Inc., (800) 523.1269. Color: black. It is cheaper to purchase 50 units rathcr than 48. The extra two units are to be given to BYU -Idaho for their use. The mounting locations in 145 and 147 are to be per the attached drawing sheet AE401.1. The mounting detail is to be per the attached drawing sheets A2502.1 and AE502.2. 3. No Cost Change: the grommets are to be located per the attached drawing sheetAE401,1. 1. The keyboard trays will not fit with the "Pancluie" running down the renter of the desk. 2. facilitate cleaning and maintenance of the carpets. 3. Coordination item. Submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. Issued by: )edd Alan Walker, ALA Cooper. Roberts Simonsen Architecture t5 L': ', I Kcf•. I • 1 Al f' • I :1I.I IL'AI II II 1w • , 2c.)8) ±_1.1621 - I A% ,1r. 52: 3681 '•11 -'vI I I..RI<I t.Il Y, I 11Al-I8A1 l•3•r l' II3b! +' 9FtFsr 11 r1111,, (208) 523 -2681 Fax (208) 524 -4435 (208) 524 -4621 Fax (208) 523 -3681 1 1001/004 05/28/2003 11:47 FAX +208 523 3831 ARCH. d CON81'. COMPUTER L4B Cooper Roberts Simonsen Architects 260 B STREET IDAHO FALLS, IDAHO 83402 (208) 524-4621 FAX (208) 523 -3881 wrocusamme09.tom 147 T — J TIP n. V r i1 qVV /7 LL 1'.1 NOTE: MIRROR DESK LAYOUT FOR OTHER SIDE OF ROOM COOPER ROBERTS SIMONSEN 1 AE502 II � I . �I II TYP. 1 I TYP N L —J! - II A6 II AE402 1 I L II i 1111 REFERENCE NOTES 45. INSTALL CPU MOUNTING DEVICE TO AC OMMODATE OWNER- PROVIDED CPU. MARK AUSTIN ENG. & TECH. BUILDING MAIN LEVEL ADDITION AND REMODEL PROJECT NO' B02 -028 CAD DWG FILE: PR.041.AE401.1 DRAWN BY: JAW ENLARGED DRAFTING LAB REVISIONS DETAIL C5/AE401 SCALE: I/8" = DATE: MAY 28, 2003 CHECKED BY: JAW [it 002/004 AE401.1 05/2.8/2003 11:47 FAX +208 523 3881 COOPER ROBERTS SIMONSEN Ij 003/004 SCALE: I' = I' -0" Cooper Roberts Simonsen Architects ; ;; f fi l If 260 B STREET IDAHO FALL, IDAHO 83402 (208) 524.4621 FAX (208) 523.3681 www•criarchllcoti.com 1" =1' -0" 0 1/2 v IM 2 PT. - v v 4 "x3/4" PARDWOOD BACK W/ I /8" RADIUS CORNERS PLASTIC LAMINATE ON 3 '" SUBSTRATE< SCREWED TO STEEL TUBE FRAME. I- 1 /4 "XI -Y4' TUBE STEEL FRAME. PAINTED. SEE PLAN FOR LOCATION OF PERPENDICULAR MEMBERS. I I/2 "x3/4" HARDWOOD EDGE W/ I/8" RADIUS CORNERS 1/8" FILLET WELD ON ALL SIDES. GRIND SMOOTH. PAINT. SOLID BLOCKING. CPU (N.I.C.) CPU HOLDER. LOCATE PER PLAN. ATTACH TUBE FRAME TO BLOCKING WITH 1 -3/4" ZINC COATED SCREW. 11/4" X 11/4" TUBE STEEL SUPPORT. PAINTED, LOCATE PER ENLARGED PLAN. WALL LINE I/8" FILLET WELD ON ALL SIDES. GRIND SMOOTH. PAINT. TYP. MANUFACTURED STEEL SHOE. TYP. PAINTED. R INE COUNTER TDP SECTION \r L72- 171 -I2 MARK AUSTIN ENG. & TECH. BUILDING MAIN LEVEL ADDITION AND REMODEL PROJECT NO: 602 -028 DATE: MAY 28, 2003 CAD DWG FILE: PR.041.AE502.1 DRAWN BY: JAW CHECKED BY: JAW COUNTER TOP AE502 • 1 SECTION DETAIL F1 /AE502 05/28/2003 11:48 FAX +208 523 3681 COOPER ROBERTS SIMONSEN l� 004/004 SCALE: I" = 1' -0" F O 2' -0 r 1" :1 1/2 - ISM — 2 FT. PLASTIC LAMINATE ON 3/4" SUBSTRATE SCREWED TO STEEL TUBE FRAME. I- I /4 "XI Y4" TUBE STEEL FRAME. PAINTED. SEE PLAN FOR LOCATION OF PERPENDICULAR MEMBERS. I I/2 "x3/4" HARDWOOD EDGE W/ I/8" RADIUS CORNERS I/6" FILLET WELD ON ALL SIDES. GRIND SMOOTH. PAINT. SURFACE MOUNTED RACEWAY. COORDINATE WITH ELECTRICAL. PLYWOOD. 11/4" TOTAL THICKNES. SOLID BLOCKING CPU HOLDER. LOCATE PER PLAN. CPU (N,IL) I I/4" X 11/4' TUBE STEEL SUPPORTS. STAGGERED. PAINTE LOCATE PER ENLARGED PLAN. 1/8" FILLET WELD ON ALL SIDES. GRIND SMOOTH. PAINT. TTP. MANUFACTURED STEEL SHOE. PAINTED. COUNTS'' TOP SECTION Cooper Roberts Simonsen Architects lilll 260 B STREET IDAHO FALLS, IDAHO 83402 (208) 524.4621 FAX (208) 523.3691 www.ersarehlteets.eem MARK AUSTIN ENG. & TECH. BUILDING MAIN LEVEL ADDITION AND REMODEL PROJECT NO: 802 -028 I DATE: MAY 2B, 2003 CAD DWG FILE: PR.041.AE502.2 DRAWN BY: JAW CHECKED BY: JAW COUNTER TOP SECTION DETAIL F3 /AE502 AE502.2 iii •08/0 - 5/2003 10:22 FAX +208 523 3981 To: From: Page(s): Description: Reason: End of Proposal Request: Fax to: 1 )1i 4 :It nwun lidl \.i,lc•rsgn J . \ faadlnr COOPER ROBERTS SIMONSEN 51001 /005 OOP .R. k I. 11 ' I S SIMONS_N RC: I , 11• C. 1 CPU „I1 , .„111,. ''r.,'Li •y Proposal Request #042 \\ 8erver\prcjecte1802.0281Text\08 - Conencoon AdmnatrellemPropoeaI Requeete \Propoael Rs (peat 041 doe Project: 1 6 [ark Austin Eng. & Tech. Building — Owner's 2386 Main Level Addition and Remodel Project No.: Brigham Young Uni~v ersiry — Idaho Rexburg, 'Idaho 83460 - 8205 Date: June 5, 2003 Architect's B02 -028 Project No.: Bateman -Hall, Inc, 1405 Foote Drive Idaho Falls, Idaho 8 3402 -1 829 Cooper Roberts Simonsen Architecture — Idaho Palls P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 One (1) 8 1 /2" x 11" sheer and four (4) 8 1/2" x 11" product cut sheets. Please submit an itemi quotation for changes in the Contract Sum and /or Time incidental to the proposed t11OdifiCatiOtls TO the CoItract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. 1. Provide a price to provide fiberglass /resin utility sinks in Rooms 18113 and 1810 in place of the specified counter- mounted stainless steel sinks at these locations. See the attached product cut sheets For more information. Provide a cost for a wall-mounted vs floor- mounted option, Provide a price ro delete the (2) stainless steel sinks Type P -4 specified for installation in Rooms 181B and 1810. 1. Cabinets were not intended at the locations specified, bur a counter - mounted sink was specified. The fiberglass /resin utility sinks will be a lcss expensive solution than wall mounted stainless steel sinks at these locations. Submit your proposal within ten (10) calendar days or i ()till the Architect of the date on which you anticipate sub111itting your proposal. Issued by: Graham Whipple, Intern lrchitect Cooper Roberts Simonsen Architecture 3 18) 531 - IGa: (21)8) 496.29 (2118) 1;6.2d911 Aim.' 1 IA (.hark s \r.Llenun (� 1Nr • I' ), 186 (:18) 496 2 -11,1 (IN) 559- 'i)I2s (208) 523 -2651 Fax (208) 524 -4435 (208) 524 -4621 Pax (208) 523 -3681 .08/05/2003 10:22 FAX +208 523 3881 COOPER R08ERTS SIMONSEN JUN -04 -2003 WED 09 :25 AM HEATH ENGINEERING FAX NO. 8013220490 17E and 17W UTILATUB® Laundry /Utility tubs — Premier • Sturdy, 1- place, Extra Deep Molded Tub e Made with DURASTONEs — combination of fiberglass and crushed stone blended with special resins for extra strength and durability, marbleized white • Built -In Scrub Board ■ 19 Gallon Capacity, 13" Deep ■ Leakproof, Integrally Molded -in Drain with Stopper . Hooks Up to Standard 1.1/2" P or 5 Trap • Accommodate Dual - handle Faucet with 4" Center • Floor Model Includes AdJustable Leg Levelers for Uneven Floors • Wall Model Includes Wall Mounting Bracket, Side Supports and Hardware for Securing Tub to Concrete or Stud Wall • Smooth Surface, Rust Resistant • Easy to Assemble and Install • Preferred by the "Pros" Meet or Exceed Codes — per these standards: ✓ American National Standards Institute (ANSI)— Specification Z 124.6 • IAPMO® — Listed file 000820 a Warnock Hersey® (Canada) Listed —CSA test standards: Laundry Tray — #845.0 and #B45,5; Drain —#8126 Accessories.,. Built -in Scrub Board angled for easy access. Mustee provides quality faucets and accessories necessary to complete installation of any laundry tub, O FAUCET — three styles ® FAUCET BLOCK e OVERFLOW TUBE Q HAN DIFLO® FITTING I j 002/005 P. 02 Design Features... Sturdy metal legs easily slide Into molded leg supports. Include leg levelers for uneven floors. Leakproof, molded-in drain hooks up to standard 1 -1/2" P and S traps, Includes stopper(s), '06/05%2003 10:23 FAX +208 523 3681 COOPER ROBERTS SIMONSEN JUN -04 -2003 WED 09;25 AM HEATH ENGINEERING FAX NO 8013220490 SPECIFICATIONS Model No, 17F 17W 0 Floor and Wall Mounting hardware is included when buying a Utilatub. If replacement hardware is needed order: Part #18.300F Floor Mounting Hardware Part #17.250W Wall Mounting Hardware Side View MoUhtlflg UPC Floor Wall 6 71031 00023 1 6 71031 00024 8 11 — Le 23 General: Furnish and Install as shown on plans, UTILATUB® Laundry/Utility Tub model (17F, 17W), as manufactured by E.I., Mustee & Sans, Ina. Tub shall be one - piece molded construction using DURASTONEte, a blend of natural crushed stone and polyester resins molded with matched metal molds under extreme heat and pressure. Tub to Include built-in scrub board, integrally molded drain assembly, stopper and floor or wall mounting hardware. Shall meet ANSI Specification Z 124.6. White color. Weight; 17F 31 lbs.; 17W 30 lbs. 003/005 P. 03 '06/05/2003 10:23 FAX +208 523 3681 JUN -04 -2003 WED 09:25 AM HEATH ENGINEERING FL -1 FLOOR MOUNTED SERV A -SINK ID: 20+ /4" x 171/4" x 13" (S14 x 438 x 330) overall height from floor is 34 (863) C5A Approved ID: 22 x 17" x 123/4" (562 x 432 x 324) underside flange rim sealant for watertightness supplied by Others. COOPER ROBERTS SIMONSEN DL-1 DROP -IN SERV -A -SINK ,:la l p�77 •_IBNh -� I +al ar , FIAT PRODUCTS® n CRA•F PLUMBING COMPANY FAX NO 8013220490 W1004/005 P. 04 L -1 WALL HUNG SERV A -SINK 1D: 201/4" X 17 x 13" (514 x 438 x 330) CSA Approved SPECIFICATIONS MODELS; L -1, FL -1, DL -1, LTD, FLTD Fiat Products uses a specia SMC process (Molded Stonem) to manufacture all laundry tubs. Moldings are manufactured in matched metal dies under heat and pressure resulting in a homogeneous molded unit. Draln(s) with stopper(s) are furnished as standard equipment, Capacity shall be 76 litres (17 Imp gal) for the single tub sink and 152 litres (33 Imp gal) for the double tub sink. Laundry sinks available In white only. Wall mounted tubs are provided with a heavy gauge galvanized - steel bracket capable of withstanding 600 pounds. The side fillers and bottom tub support, which are assembled in field to the mounting brackets, aro made of white molded plastic polymer. Floor mounted tubs are provided with white baked enamel angle legs that slip into molded sockets for rigid,' Friction -fit. Easy leveling devices are provided for fast, in planing, This handsome Sub is capable of handling 600 pounds. Model DL -1 tub has been designed for a countertop installation. It comes with a self- rimming flange, four locking corner bars and screws for fast tightening Into integral molded mounting legs and against the underside of the countertop. All single compartment laundry tubs are available In 5174- Packs (L•6 and Ft.6) a bulk quantities. All products must be installed in accordance with installation instructions provided. Failure to do so may invalidate warranty at manufacturer's discretion. 285 Hu!ChInga 3t. • Whnipeg, MB • R2X 2194 • Ph. 800- 665.7531 • 2O4 633 - 3122 • Fx. 204 - 632.4354 e -mall: Inforrllet. • webete; www.fint,ca A e lboklhl al CWPL, L,, C. W'. pcn, _ Evur nh•, 1. '06/65/2003 10:23 FAX +208 523 3881 COOPER ROBERTS SIMONSEN JUN -04 -2003 WED 09:26 AM HEATH ENGINEERING FAX NO. 8013220490 FIAT IQ (each compartment): 211/2^ x x 12 /4" (546 x 419 x 324) Overall height from floor is 35 (895) lb (each cernpartrnent); 211/2" x 16 /2" X 12 (544 x 419 X 324) Sheet Molding Compound (SIM() Consists of four dry ingredients — filler, fire retardant thickener. a nd internal meld release which are mixed together, the dry items are then mixed with liquid resin and a catalyst, which form a thlEk paste, The pasta Is then spread evenly over a sheet of polyethylene and sprinkled evenly with one -inch chopped pleas fiber& which in turn la covered by another shoot of polyethylene. The sheet is then kneaded with heavy steel rollers until all fiberglass is covered with paste, The Kneaded sheets are then layered and left to mature in bin; far throe Rays. Tha polyethylene sheers are then removed and the SMC Is no lonoer a paste but e methIng comparable to 1/4 wet leather. Et ]s ar this point that the sheet goes into a mold under extreme heat and pressure and a desired mold is achieved, Chrnrn i PI1ted ucct A -1 DECK TYPE FAUCET Quality built brass faucet with solving spout mounts on rear deck. F1 005/005 P. 05 06/10/2003 11:05 FAX +208 523 3681 COOPER ROBERTS SIMONSEN Project: Date: To: Description: Reason: End of Architect's Supplementary Instruction: Fax to: Thareman -Hall, Inc. 1405 Foote Drive Idaho Palls, Idaho 83402 -1829 1)(,iI t lLIL lit 1 1ridLrson I .4 'lclll C O 0 P 0C) R E 0, 1 $ I=`^:..'.NSFN MCI (2113; 323 -1613 (2IIN) a96-2976 (20s) 496.2491 Architect's Supplementary Instruction #023 11Server \prolecrs1B02- 0281Texr \0B - ConatruclIon AaministretlontSupplementory Ines ^uchenz\ rrahlleq's Sucplomenlary Ins:rucilon 023 doe Marls Austin Eng. & Tech. Building — Owner's 2386 Main Level Addition and Remodel Project No.: Brigham Young University — Idaho Rexburg, Idaho 83460 -8205 . June 10, 2003 Architect's B02 -028 P roject No,; From: Cooper Roberts Simonsen Architecture — Idaho Falls P.O. Box 2421 Idaho falls, Idaho 83403 -2421 Page(s): One (1) 8 1/2" x 11" sheet and one (1) 8'/_-" ti 11" product cut sheets The work shall be carried out in accordance with the following supplement-01 instructions issued in accordance with die Contract Documents without change in Contract Sum or Contract Time. Proceeding; with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum of Contract Time. 1. The padlock eye shown in detail D3/AE502 shall be by MasterJock, model 60 as shown on the attached product sheer.. A similar product by another manufacturer is also acceptable. 1. The padlock eye was shown and called out on the detail, but no specification information was provided for the product. Issued by; Graham \x•'hipple, Intern Architect Cooper Roberts Simonsen .Architecture Ann 1 Ir -II t;htdc8 Anduwun Vat (hrlr;r LnsLn (2118) 446- 111611 (21 16) 496 -2 -1i11 {2118' ?6 lA 1 ": I. ,11 ;f • (208)'523 -2681 Pax (208) 524 -4435 (208) 524 -4621 Fax (208) 523 -3681 Z 001/002 Padlock Eyes Commercial Boxed Product Product Number Description _ List Price (each ,, Shelf Pack Quantity Master Carton Quantit Has Shackle Len th 9 Accepts Diameter Diameter U Hasp Length Metric Accepts Shackle Diameter Up to ,., Metric 60 Flat orientation, One pair $2.68 n/a 12 n/a 1/2" n/a 13mm 60R Right-angle orientation, One pair • $3.02 n/a 6 n/a 1/2" n/a 13mm 06/10/2003 11:06 FAX +208 523 3681 COOPER ROBERTS SIMONSEN Product No. 60 Master Lock. • How la Buy Custonncnr Service. Abaur Master Lock Site Map • Steel padlock eyes with large diameter shackle hole • Mount virtually anywhere • Ideal for gates and shed doors fj 002/002 Page 1 of 1 Wheys New 'All Master Lock list prices are staled in US dollars, Our Ilst prices do not necessarily represent retail selling prices a( your local retailer or Master Lock distributor Please contact them directly for specific product avahabllity and pricing. Mader Lock products are also available for purchase on -line through a number of retailers and distributors, Automotive 'Bike 8 Sport 1 Campus 1 Contractor Grade 1 Home 'Si Yard 1 Outdoorsman 1 Travel Order Status 1 Online Product Catalog 1 Business, SchooI, Industry and Government Help !site Map I In the News I About Master Lock Privacy Statement !Created by SpectraCom Inc 'Copyright ® 2003 Master Lock 1 Legal Statement htnp: / /www.mastcrlock.com /cgi- bin /class_search.pl ?class_id =B284 6/6/2003 07/07/2003 16:22 FAX +208 523 3681 COOPER ROBERTS SIMONSEN 0 0 0 P R R (-) I. , R 1' S $ 1 0\1,,E N ARC1'1 11.::'rl,l'tl Protect: Description: Reason: Fax to: \ \6erver\prolects1B02- 02B \Texr106 - Consvucnon Amu. alrancn\Froposal RequaslslProposal Requesi.046 oc Mark Austin Eng. 8c Tech, Building — Owner's 2386 Main Level Addition and Remodel Project No.: Brigham Young University — Idaho Rexburg, Idaho 83460 -8205 . July 07, 2003 Architect's B02 -028 Project No.: Date: To: Bateman - Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402-1899 From: Cooper Roberts Simonsen Architecture — Idaho Falls P.U.13ox 2421 Idaho Palls, Idaho 83403 -2421 Page(s): Onc (1) 8 1 /2" x 11" sheet(s). Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. 1. Provide a price to replace one panel section and provide and install one full view aluminum panel section in each of the new doors 180B and 171A. Replaced panels to be full glazed, Glazing to be priced in the following options a. I /g" double strength glass h. 1 ;1" Plexiglas 1. The original overhead doors had glazing. The architect did not specify overhead doors with glazing 10 replace the existing doors. Submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. End of Proposal Request; Issued by: Jedd Alan Walker, AIA Cooper Roberts Simonsen Architecture DLACILmullth NA :\nduttun IV.achnm i ' . 0 T!r ; Proposal Request #046 (2114) 5;13-11:-L (24 406-2 )76 ■21171) 496.2.1911 w•\I,1 r lu Chnrlca . \ ildurs „11 Vrt1 ( "hri r; (20l4) 1 96-186 1 1 (2118) 496 -249u (2 1 1 I' ! , ' 1;. „•J .,; . , ;' il l. • rd!' •■ , ,L 1 ` . (208) 523 -2681 Fax (208) 524-4435 (208) 524 -4621 Fax (208) 523 -3681 0 001 /001 02/12/03 WED 16:11 FAX 801 298 1132 T S S E PHONE CONVERSATION REPORT TANNER SMITH BARFUSS & ASSOCIATES Structural Engineers Telephone: (801) 298 -8795 442 North Main Street (801) 298 -1118 Bountiful Utah 84010 Facsimile: (801) 298 -1132 Conversation "X 4 8" '4 ealit Gol -- w- e.;;tvz‘a ktiedic - firm r4 2 -' S' r c a v " ci~d.hy M✓ _w . G ..44,d LAW A t-a . C:\My Dootaneib \Leon \WPwflloe\OTFFFR\Phone Conversation Repwtwpd fanuery 17, 2003 _1 Project; 1 41. kJ* 1344 l 141 GK Date: .1 2/03 Phone # Talked To: lad Ly45 1%,"1" , 1 By: L . 4J .1 02/12/03 WED 16:11 FAX 801 298 1132 T S S E PHONE CONVERSATION REPORT TANNER SMITH BARFUSS & ASSOCIATES Structural Engineers Telephone: (801) 298 -8795 442 North Main Street (801) 298 -1118 Bountiful Utah 84010 Facsimile: (801) 298 -1132 Conversation "X 4 8" '4 ealit Gol -- w- e.;;tvz‘a ktiedic - firm r4 2 -' S' r c a v " ci~d.hy M✓ _w . G ..44,d LAW A t-a . C:\My Dootaneib \Leon \WPwflloe\OTFFFR\Phone Conversation Repwtwpd fanuery 17, 2003 _1 07/10/2003 18:07 FAX +208 523 3681 Work in Progress: COOPER ROBERTS SIMONSEN MIPMEIENSINOMMINKOM C O O P _ R i f Ft 1 S Ni \ P'J Field Report #034 ! \Server\projects'B02- 028Uext\Oe. - Co ❑struction Administration \Field ReporlslField Report.C34.doc Project: Mark Austin Engineering and Owner's 2386 Technology Building — Main level Project No.: Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Visit Date: 03 Jule 2003 Visit Time: 3:00 PM Report Date: July 10, 2003 No. of Workers: 14 Met With: Bill _Anderson / Bateman- Hall, Charles Anderson / BYL- Idaho. Les Mecham / BYU- Idaho, Tedd Walker , Cooper Roberts Simonsen Architecture To: Bateman-Hall, Inc. (208) 523 -2681 1405 Foote Drive Fax (208) 524-4435 Idaho Falls, Idaho 83402 -1829 From: Cooper Roberts Simonsen Architecture Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Page(s): Five (5) 8 l/2" x 11" sheets, and one (1) 8 t.% x 11" Engineer's Memo. 1. Suspended ceiling installation in the addition. 2. Installation of the computer desk spine in the drafting labs. 3. Installation of the ceramic tile in the restrooms. 4. Miscellaneous mechanical installation in the office portion of the addition. 5. Cleaned hallway floor. 6. Exterior Handrail at west stair in process of being installed. Observations and Instructions: 1. We reviewed the glazed Ch\IU header between the new cast entry stair and Corridor 1S. a. Due to the piping for the fire suppression system, the ceiling in Corridor 15 needs to be lowered by a couple of inches. b. The glazed CMU header is too high to accommodate a lower ceiling. c. The Contractor installed a framed. header (metal framing with gypsum board) below the glazed Ci\TU header. See Figure 1. d. The finished face of the framed. header shall exactly match the finished face of the glazed CMU. e. The finish of the framed header shall exactly match the finish of the ceiling in the new east stair. The framed header will appear as a concrete beam that is supporting the CIMiU above. 2. We reviewed the ceramic Ole installation. a. The Contractor's tile sub - contractor asked whether they could set the floor Ole first and then set the the base on top of the floor tile. U001 /006 07/10/2003 18:08 FAX +208 523 3681 COOPER ROBERTS SIMONSEN b_ Do not install the floor tile with the base set on top. Instal..( the tile base and than set the floor tile up against the base so that the bull nose of the base is in the same plane as the floor tile and so that there is a grout joint between the tile base and the floor tile. c. Extend the ceramic tile above the mop sink to the edge of the mop sink to avoid a small sliver down the side of the mop sink. This will also avoid having the clean -out escutcheon half way on tile and half off of tile. 3. We reviewed the suspended ceiling system in Hallway 1B_ . a. The new main runners for the new suspended ceiling system are approximately 1" deeper than the existing suspended ceiling main runners. As a result the ceiling in Hallway 1BA cannot be installed at the same height as the ceiling that was .removed. b. The ceiling can only be lowered ',/2" because of the existing height of the existing travertine header between Hallway 1B and Hallway 1BA. c. 'The Contractor's sub- contractor requested that we lower the ceiling and install a framed header to the west side of the existing travertine header. d. Do not install a framed header as requested. It will not look good. c. L.-ower the suspended ceiling system in Hallway 1B_ . so that it is flush with the finished surface of the existing travertine header. 4. \X le reviewed the repair of the glazed a. One of the bull -nose glazed CIVIU at the bottom of Staircase 1C was damaged when the wheelchair lift was removed. Repair as required. b. There are various locations where wall mounted items were removed from the glazed all:. Repair the glazed CZNIL; faces as required. 5. We discussed the existing mechanical grilles in the areas where the new suspended ceiling system is being installed. a. The Contractor's sub - contractor does not feel ghat they should be required to remove (unscrew) the existing grilles, cut holes in the tile, and then reinstall the grilles after the installation of the ceiling tile. b. The C. ;ontractor will work this out with the sub - contractor. 6. We reviewed the lights in Restroom 141, Restroom 149, Women's Lockers 149A, and Hallway 1B. a. The lights that were specified in 141, 149, and 149_ (seven total fixtures) are for a suspended acoustical tile ceiling system. The ceiling is a suspended gypsum board system. The specified lights will not work. The lights that were specified in 1B (three total fixtures) can not be installed because the existing fixtures can not be removed. In total there are ten fixtures that cannot be utilized. b. In previous conversations We discussed the following options. i) Pay the restocking fee for the lights and purchasing surface- mounted lights for 141, 149, and 149A. Give the lights to BYT' -Idaho for their use and purchase new surface- mounted lights. iii) Give the lights to BYC; -Idaho for their use and install Owner provided surface - mounted lights. c. Install eight of the ten excess lights in Chairman 106B, Day Sup. 106C, and Night Sup. 106D (see item 7 below). d. Provide a credit to pay the restocking fee and return the remaining two fixtures. See Proposal Request section below. e. Provide a price to provide and install seven surface mounted fixtures in 141, 149, and 149A. See Proposal Request section below. '. We reviewed the suspended ceiling system in Conference 106A, Chairman 106B, Day Sup. 106C, and Night Sup. 106D. a. The electrical sub- contractor has indicated that there is insufficient room between the existing structure and the new suspended ceiling system in 10613,106C, and '106D to install the new lights. Ir appears that the specified lights may fit in 106A. b. Install eight of the ten excess fixtures (see item 8 above) in Chairman 106B, Day Sup. 106C, and Night Sup. 106D. Ij 002/006 07/10/2003 18:09 FAX +208 523 3681 COOPER ROBERTS SIMONSEN c. Provide a credit to pay the restocking fee and return the eight specified fixtures in 106B, 106C, and 106D. See Proposal Request section below. 8. We discussed the plumbing in Work Room 106E a. There is an existing hose bib located in the northeast corner of the room. b. The hose bib will be exposed and open to vie «. See proposal request section below. c. The existing plumbing for the new sink may be too far away. The Contractor will verify and provide further information. 9. We discussed the installation of the new generator. a. The new generator will not be delivered until the end of August. b. The hear reclaim can not be switched until the new generator arrives; however, the pumps need to he set now. c. BYL- Idaho's electrical representative indicated that the existing generator can be disconnected now as long as everything that is required to be on emergency power has a battery pack that is charged and operational. 10. We reviewed the caulk color for the control joints in the exterior tnason.r , Use Trernco Buff. 11. We reviewed the exhaust fan in Document Reproduction 145_\. a. (here is insufficient room to install the exhaust fan as configured in the construction documents. b. The Contractor is going to propose an alternate configuration. 12. We reviewed the switchgear. Square D did not manufacture the bus correctly. Warhonnet will modify in accordance to Square D's direction. Square D and \\'arbonnet will work out the cost between themselves. All modifications /changes /alterations /etc. shall not void the L'L listing. 13. We reviewed the electrical panel and countertop in Computer Room 167. a. There is an electrical panel lc >cated on the west wall. b. Code requires a clear floor area of 30" x 36" in from of the electrical panel. c. Delete the counter top as required to accommodate the clear floor area (i.e. from a point 15" to the north of the centerline of the electrical cabinet to the south wall of the room. 14. 'We reviewed the single gang boxes located on the existing columns at the existing east entry. a. The boxes were mounted at various different heights. b. The mounting flange of the existing fixture accommodated and concealed the different heights. c. The new fixtures have a smaller flange and will he mounted at the box height (various hcigh ts). d. The electrical sub - contractor will check to see if the manufacturer offers a larger mounting "flange for the specified fixture. 15. We reviewed the data in the existing offices. a. The location of the data in Secretary 161 was installed per the contract documents. b. hhe Owner's staff has requested a different location. c_ The Contractor indicated he would check with the electrical sub- contractor to see if they would move the data at no cost. d. Verify all other data drops wi th the Owner prior to installation. 16. We reviewed the work at the existing header over the ramp. a. The Contractor was able to patch the regular and bull -nose glazed Ci\-Rt. It looks good. b. The mortar joint between the new 4" glazed Ch1U and the existing glazed C\1U is rough. Touch up /re -point as .required. 17. We reviewed the snow melt tubing located at the bottom of the new west exterior stair. a. The tubing was damaged when the concrete was removed to accommodate the handrail. See Figure 2. b. Splice the damaged tubing in conformance with the manufacturer's recommendation. 18. We reviewed the bottom steel plate at each of the columns between the windows. a. The steel plate is visible and ugly. See Figure 3. b. Ceramic tile is specified to be installed on the window sill.. 19. We reviewed the window installation. a. Cut back the shims at the windows. VI 003/006 07/10/2003 18:09 FAX +208 523 3681 b. Caulking has not vet occurred. 20. We reviewed the fire sprinklers in the new east entry. a. The fire sprinklers are installed against the clerestory windows which will subject the piping to freezing. See Figure 4. b. The _Architect reviewed this issue with the mechanical engineer. Please sec the attached memo from Meath Engineering dated july 9, 2003. 21. We reviewed the top brick course at the storage addition. a. The brick at the corner was not laid flush to the new or existing wall surface. See Figure 5. Remove and repair. 22. The wall bracing in Reception Lobby 159 does not appear to be fastened to the wall. See Figure 6. Fasten as required. Items from Previous Reports Not Completed: 1. Revised details were included with Field Report #032 for the expansion joint covers needed at the north wall of Hall 1S where the new steel column is located. The new column was placed too far south to allow normal installation of the expansion joint covers. The anodized aluminum tube profile needs to be installed on the south side of the wall to allow room for the spray -- applied fireproofing. file expansion joint cover on the north side of the wall needs to be the._\SC -8 -4 by \I\•i systems rather than the ASC -12 -6 which was specified. 2. The existing diffusers at the north end of Hall 1BC need to be cleaned and reinstalled in the new ceiling. The layout of the new ceiling grid needs to start at the north end of the hall to ensure that the diffusers can be replaced at the existing locations. 3. The break metal wrapping the columns between the windows (all locations) is very sloppy and needs to be replaced. The edges of the metal have not been cut straight and there are large gaps around the edges of the metal. See Figure 3. Request(s) for Proposal: COOPER ROBERTS SIMONSEN 1. Provide a price to provide and install a base cabinet in the northeast corner of Workroom 106E to conceal the existing plumbing. Base cabinet to be 14" wide x 24" deep x 36" tall. Cabinet to have one door and one false drawer front. Construction shall be per specifications. Counter top to be plastic lanunate. See derail A6%._AF502 sim and specifications. See Revised Proposal Request #044. 2. Provide a credit to pay the restocking fee and return two of the T -11 fixtures from Hallway 'IB. See Proposal Request #047. 3. Provide a price to provide and install seven surface mounted fixtures in 141, 149, and 149.A. Surface mounted fixtures shall be as follows (See Proposal Request #047.): a. Lithonia Lighting, Series LB standard width, 2 lamps, lamp type 32W r8 !48 "j, voltage 120. 4. Provide a credit to pay the restocking fee and return the eight T -8 fixtures in 106B, 1060. and 106D. See Proposal Request #047. Photographs /Figures Figure 1 Figure 2 0004/006 07/10/2003 18:11 FAX +208 523 3681 Figure 5 End of Report: Fax/Email to: 1)oil actnents Hill Ander.icn-, Les Meacham c/o Al ILili Charlez; Andcrs.:m Val Christensen COOPER ROBERTS SIMONSEN Report by: Jedd Alan Walker, AL-\ Cooper Roberts Simonsen .Architecture Figure 6 , Joilcit - r:LnerTral--hd,cmn Fiillandrsr124 ancicrsencli a005/006 07/10/2003 18:14 FAX +208 523 3681 COOPER ROBERTS SIMONSEN ' JUL -09 -2003 WED 10:08 AM HEATH ENGINEERING FAX NO. 8013220490 July 9, 2003 Mr, Jedd Walker COOPER ROBERTS SIMONSON ARCHITECTS 260 B Street Idaho Falls, ID 83402 RE: BYU -I AUSTIN BUILDING ADDITION FIRE SPRINKLER QUESTIONS Dear Jedd: Question #1: Response #1: Sincerely, HEATH ENGINEERING COMPANY Larry D. Veigel, P.E. LDV /rjk J:1Work\ Jobs\ 3564,(11 \wp \Correspondence\fire sprinkler questions 7- 09- 03.d°c 377 West 800 North • Salt Lake City, Utah 84103 • Tel: 801.322.0487 • Fax: 801.322.0490 • Email: neeth@heatheng.com C. Lewis Wilson • Larry D. Veigel . Victor S. lilies • Randall T. Veigel • Jeffrey S. Anderson . B. Bryca Gardner Nolan E. Johnsen • Will,am J. Geerisan • Dow W. Richardson • Robert J. Kesler X006/006 P. 02 ' HEATH / EElgineering Ccmpanu MecnaniLdl / Eiectiiccl ConsultGnts We have reviewed the questions regarding the fire sprinkler installation and provide the following summary of our recommendations. The fire sprinkler system in the new east entry has been installed adjacent to the clerestory windows. Is freezing going to be a concern? If so, how do we prevent the pipes from freezing? The fire sprinkler piping installed in the east entry is located on the sill plate of the clerestory windows and could be subject to freezing as the cold air will fall off the window and flow across the piping. The contractor is responsible to install the fire sprinkler piping such that it is protected from freezing. Specification section 15300 paragraph 3.02 -1 requires that piping which is installed in areas where the temperatures could drop below 40 ° F shall be protected by an anti- freeze loop. All valves, equipment, etc_ requiring inspection and /or maintenance shall be installed in an accessible location, Question #2; There are two sprinkler heads located in Storage Room 138. Is freezing going to be a concern? Response #2: Storage Room 138 is not heated and could be subject to temperature below 40 ° F and must be installed to protect the fire sprinkler system, An acceptable solution for this space would be to protect the room with dry type sidewail heads supplied from an adjacent heated space; in lieu of an anti - freeze loop as required by specification section 15300 paragraph 3.02 -I as noted in response #1, Please call if there are any further questions. 07/10/2003 17:55 FAX +208 523 3681 Surfore Commercials LB Ordering Information Series LB Standard width 2L6 'l ;amps In wide nousi'g Far sandem coon`'• length UnIY, add prune T. EKemple; ILO Number of lamps rneludod, US &" 7 oN� Accessories ICrder separately) order orrc parr per firrure or POW L812• Walnut end plate appliques for nrrrow body, ore parr. LBW Walnut end plate appliques fur wide Cody, one p air. ^ For Leak epi,llajee, nub ditutc T ref W In catalog number. 6x nmpin:LINT, , ): JEp lit) 4 COOPER ROBERTS SIMONSEN Low - Profile Wraparounds Intended Use For applications requiring a clean, deco- rative appearance. Provides high vertical illumination and brightness control. Features Acrylic prismatic diffuser with sonic - welded, injection - molded, luminous ends, Matches CB Series In appearance. White enamel and plates— optional appli- ques available for field installation. Linter side prisms control brightness; py. ramidel bottom prisms minimize lamp im- age. Continuous, interlocking- diffuser support prevents accidental opening, simplifies cleaning and service. , Lamp typo 17 I7W TO (24^) 20 ZOW T12 (241 32W T6 (48 40 43W 712 1481 Lamps per cross Series section 2 4 LB 2 LB 3 a 2LB 2 2 TL9 3 a T2 LB 2 Voltees 77, 347, MVO LT Olhara a'anoble, Lamps par fixture 2 4 2 3 a 2 a 6 4 A4 &(t R Tb ►`I G. IA 002/002 For surface or stem mounting, unit or row installation, Snep-in &ignore permit row mounting without tools. Minimum two hangers required. For row installation, one hanger per fixture plus one per row required. Four single -stem hangers required for 3 -lamp versions. Listings — C5A Certified or NOM Certified (see options). For prorl,.n damns and performance era, lea We FLUORESCENT binder to Ma 7n•Ilna o!Lelap e; pnsw,STharna,r.Om, Availability and Dimensions Lamp length In, 24 24 Example: LB 2 32 120 GEB Width In, Icm1 10 (25. 4 1 16 /a (39.1) Options. • CSA CSA Certified. NOM NOM certified (consult Lithonke Lighting sales reores9ntative). Sea page 101 far near acetone & seceeeerlea. 4(Trnr au/ LOfN - Oopth Length In. Icml In. (cm) 3 (7,4) 24 (61.0) 3 (7.6) 2 (61.0) 48 1 p (25,al 3 (7,61 48 ( 48 15f (39,1) 3 (7.G) 48 (121.9) 48 19f (39.1) 3 17,61 48 (121.91 L8 15 (39.11 3 (7.61 48 (121,91 4e to (25,4) 3 (7.61 96 (243.8) 48 15 /e (39,1) 3 (1 6) 96 (243.8) a8 15'h 139.1) 3 (7 6) 95 (243.8) 48 15% 138,11 3 17,61 96 (3 fa L!rI# lw4 Lf'N VNO DNI833NION9 H,LdEH Wd 86;170 flHI £00 of -7nr 07/10/2003 17:54 FAX +208 523 3681 COOPER ROBERTS SIMONSEN 001/002 rograrersom C O 0 P E R iZ S 511`^0NS N ARC ;111: 1 t.URI: Proposal Request #047 \\ Sarver\projects\E02- 02e\Tofc\OB - Construction Adninlstraaon \Proposal Requests \Proposal Request 047 cos Project: Mark Ausun Eng. & Tech. Building — Owner's 2386 Main Level. Addition and Remodel Project No.: Brigham Young University — Idaho Rexburg, Idaho 83460 -8205 Date: July- 10, 2003 Architect's B02 -028 Project No.: To: Bateman -Hall, Inc. (208) 523 -2681 1405 Foote Drive Fax (208) 524 -4435 Idaho Falls, Idaho 83402 -1529 From: Cooper Roberts Simonsen Architccn\re — Idaho malls •(208) 524 -4621 P.O. Box 2421 Fax (208) 523-3681 Idaho Falls, Idaho 83403 -2421 Page(s): Please submit an itemized quotation for changes in the Contract- Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. Description: 1. Provide a credit to pay the restocking fee and return two of the T -11 fixtures from Hallway 113. Provide a price to provide and install seven surface mounted fixtures in 141, 149, and 149A. Surface mounted fixnires shall be as follows: a. Lithonia Lighting, Series LB standard width, 2 lamps, lamp type 32W r8 (48 "), voltage 120 (see attached). 3, Provide a credit to pay the restocking fee and return the eight T -8 fixtures in 106B, 106C, and 106D. Reason: 1, The fixtures cannot be installed because the existing fixtures cannot be removed. 2. The specified fixture was not for a surface mounted condirion and the ceiling has already been installed so a trim kit for the specified fixtures would also not work, 3, The ceiling is too close to the existing structure and the specified fixture does not fit, Submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. End of Proposal Request: Fax to: One (1) 8'/2" x 11" sheet(s) and one (1) 8 /" x 11" cur sheet. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Issued by: Jedd Alan Walker, AIA Cooper Roberts Simonsen Architecture IMO (:Iumcnr:, (2115) 5C3. 16•13 \Idr, 11:111 IhII .Anderson (2t'8) 495 2976 (:hnr1.., \nJ1, 1..A Munchnm (115' 436 -2490 Val (.hrismnr4.n (7111() 476 (2II5) ;75i $.1911 ( 359 3.1 rl .. ;d• il. 4:1 1 <I: ‘ 1 . 2 P : ' i '( • , 110 ` ��� ;I. fl �; • 1' 11 , ili OW/14/2(403 16:24 FAX 118orvenpral•aalA32•02elreallu • CM%INellen Asnlimi.!r. onIcrisng Proopvi$101nnpo bI Y0 001. Project: Mark Austin Eng. & Tech. Building -- Owner's 2386 Main Level Addition and Remodel Project No.: Brigham Young University -- Idaho Rexburg, Idaho 83460.8205 Date: August 13, 2003 To: EO 'd From: Page(s); Reason: Authorized: CR$A Date August 13, 2003 +208 523 3881 Construction Change Directive #001 Bateman-Hall, Inc 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 COOPER ROBERTS SIMONSEN lit 001/004 COOP E R ROBERTS 5IMONSEN ARC H1TF C TURE NNW CREATING BETTER COMMUNITIES Excellence In Planning and D.Ign Architect's B02 -028 Project No.: (208) 523 -2681 Fax (208) 524 -4435 (208) 524 -4621 Fax (208) 523 -3681 Cooper Roberts Simonsen Architecture — Idaho Falls P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Two (2) 8'/2" x 11" sheets, one (1) 8'/" x 11" letter from the Owner, and one (1) 8' /a" x 11" Hid Summary from Acoustic Specialties. You arc hereby directed to make the following changes in the Work. The original contract will be modified as indicated below. When signed by the Owner and Architect and received by the Contractor, this document becomes effective immediately as a Construction Change Directive. Descrlption: _ The test panel for the skip trowel finish in Hallway 1B has been approved by the Owner. As indicated in the letter issued by the Owner dated August 7, 2003 (scc attached) the Owncr will pay 50% of the cost of this change (i.e. to remove the acoustical spray on ceiling, to provide and install a new skip rrowcl finish on the ceiling, and then ro paint the celling). Based on Acoustic Specialties prices submitted to the Architect on August 1, 2003 the anticipated total cast of this change will be approximately four thousand one hundred sixty three dollars ($4,163.00) of which the Owner will pay half. Please see the attached bid summary. 1. The specified ceiling finish and the application of the specified ceiling finish are not acceptable. Tale Del 0/1_ Contractor signature Title Dete 260 a STREET IDAHO FALLS. IDAHO 83107 4 (208) 5244621 • FAX (208) 573 -3681 700 NORTH 200 WEST • SALT LAKE c;}TY, UTAH 84103 • (801) 355 -x915 • FAx (801) 355 -e9A5 www,crol.chltects can old 1920 11HJ. £ooz 4 t•-Cnd 06/1412003 16:24 FAX +208 523 3681 End of Construction Change Directive; MEM Issued by jedd alan walker, AIA Cooper Roberts Simonsen Architecture Fax to; Doi Clement; Ii:1 Anders = Meacham (208) 511 -9643 (_oy) 4rea3976 (20B) -196-2A911 COOPER ROBERTS SIMONSEN 0 002/004 Alan Hall Choice Atnder nn Val Christensen (20B) 4 7s -teao (41)049a-2490 (208) 359-M2 22 260 0 STREr(T - IDAHO FALLS, IDAHO 83402 • (208) S24.1621 • r - (209) 823 -3681 700 NORTH 200 wES'r • SALT LAKE CITY, UTAH 84103 • (80I) 355 -591 5 • rtAX (BO I) 355-9885 www cr5nychhcc(s.rom P - ae 2 o f 2 'd Nd 9:E0 UH,L EOOZ -17 [ -DflW 08/14/2003 16:24 FAX +208 523 3681 August 7, 2003 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, ID 83401 Subject: Austin Entrance Acoustical Spray To Whom It May Concern: We have reviewed the acoustical spray on the ceiling of the Austin Building Entrance. After our meeting on Wednesday afternoon, we reject the acoustical spray texture for the following reasons. 1. Durability: We are confident that the materials will not cure to be durable enough to withstand the wear and tear that the occupants of the building will submit it to. Our chief area of concern is the ability of an individual to brush off chunks of the spray with bare hands and not suffer any physical darnage. The spray also appears to be susceptible to impact damage. 2. Appearance: The University has found that appearance creates respect for the building. However, the material that have been used for the acoustical spray has the appearance of not being completed and will invite the tactile tests referenced in the durability concerns. The material ha been drifted into some areas, mounded in others, overlaps are evident, and the finish at material intersections is rough. The field application appears to be as ragged as the detail installation around projections. The university is willing to accept 50% of the cost of this change. The other parties involved will need to absorb the balance. Please prepare the documentation required to make these arrangements with the General Contractor. If you have any questions please call me. Respectfully, Ru lon I)i'te -- M4pager of Facility Planning and Construction Cc: Charles Andersen Allen Hall Les Mecham Bateman Hall COOPER ROBERTS SIMONSEN fJ003/004 C I J A . : \A ' 1 " ( , j 1 ;![ \!1:r , .) A I-[ C ) Rulon Nielsen Manager of Facrliry Planning and Conslruolon 450 S. Physical Plant Way Rexburg, ID 83460 -8205 Phone: (208) 496-1)38 Fax; (308) 496 -2490 E-mail: nielsenru(abyui,edu 08/14/2003 16:24 FAX +208 523 3681 COOPER ROBERTS SIMONSEN 1 2003 4:09PM HP LASERJET 3200 0 1 -03 74615 ACOUSTIC SPECIALTIES ID11120a 233 2436 S/1/2003 3 :11 pm y■• Ketlmstor: MN - Mike 1I berleln Job Class; (non. assigned) Wade 7 YPa: Open Areas; 1 BId Summary Remove Spray Texture & Modify Ceilings Bid No. 738 ' C10 ID: CHANGE CEILINGS Base Bid; (739) Mark Austin Building Selected Sid Sections: 7240, 9250, 9500 Selected Arses: 1 �� Job 31 us: - Pending � Sid Dete/TIp►a: 311103 12:00 pm Plena Dpte; 811103 =r/O=R • .%=== • Z004/004 p.3 Page 1 Unit Pricing Man No. Condition Name Height Quantity Count Met. Lell, Total Total Price Days 7240 Flt's Pll tlyrtam 3 Skim Cog of Dryvit ! 1,G00 6' 0 -R9 1.33 172 I LF 4.348.72 1 4.71 cjil Skim coot conc:rato lob Aurfhco nrca with base coat and 2nd coil r finish material 4 Cover 2.200 SF 0.06 (1.04 0.10 / LF 2.11,19 0.41 72 ' • IFS P11 a;yrte:a TOraIA 4,541 15.19 P.02 Drywall Tex 1Z0 51 6 .. 1,00 f 5C 120.17 0.55 2 Texture Vcrlival Wall we : tel 130.17 041: 9500 Aeeudcal Celllast Glue on Aeouictio Via 480 SF 1i 1.95 0.88 2_83 / SP 1,359.96 1,15 CI Clue up 12 x 12 a. 33" ticrurod tilo (atut'►dosd chu c. I Demo Spray on ACDUttIc Z,a00 6F "' 0.00 0.29 11.28 / LP 611.12 3.00 950D Acoustical Ceiling/11 1,976,06 MS ,co � a�� � .u� Grand Total' 6,658J(, 20,96 06/14/2003 16:25 FAX +208 523 3681 COOPER ROBERTS SIMONSEN C O O P E R R O 9 E R T S SIMONSEN ARcIaITECTVRE CREATING BETTER COMMUNITIES ExcelIcnc irk Planning • Design Construction Change Directive #002 Ugo rve npro)ealslb o2.02111TeatOli - COnM W Oi O Adminlscrellonlehe,nge DkecdreslC r. hqe Dlroellve,007. nee Project: Mark Austin Eng. & Tcch. Building — Main Level Addition and Remodel Brigham Young University — Idaho Rexburg, Idaho 83460 -8205 Pate: August 13, 2003 To: Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 From: Cooper Roberts Simonsen Architecture — Idaho Fa11s P.O. 13ox 2421 Idaho Falls, Idaho 83403 -2421 Page(s): One (1) 8 /a" x 11" sheet, and one (1) 8'/2" x 11" drawing sheet. You are hereby directed to make the following changes in the Work. The original contract will be modified as indicated below. When signed by the Owner and Architect and received by the Contractor, this document becomes effective immediately as a Construction Change Directive. Description: _ 1. On a time and material basis install grommets in the counter top in Room 167. See attached drawing. 2. On a time and material basis install grommets in Computer Labs 153 and 005. Provide one grommet for each desk location. Reason: 1. Authorized: CRSA The construction documents did not specify the locations of grommets in these locations. nature Architect Title August 13, 2003 DC* De e Issued by: Fox to: End of Construction Change Directive: jedd akin walker, AIA Cooper Roberts Simonsen Architecture D1 0.11cm' 13111 Anderson Lca Mcechem Owner e (298) 523 -1643 (20N) 496.2976 (2O) 496 -3490 tative Ann H._ Chades Anderson Val CLlriecer ern Owner's Project No.: 2386 Architect's B02 -028 Project No.: Contractor Signalure Title Date (20e)496.1a5o (zoo) •196.2•90 (7.O 357.3122 Fax Fax 260 9 SYRg>' • IDAHO FALLS, IDAHO 83102 • (208) 524 -4621 • FAX (208) 523.3681 700 NORTH 200 WEST • SALT LAKE CITY. UTAH 84103 • (8C 1) 35S -591 S • FAX (801) 3 SS -4885 www.cr59 rch 'roc ts.c om (208) 523 -2681 (208) 524 -4435 (208) 524-4621 (208) 523 -3681 001/002 90 'd wd E920 (1H.1 HOE-PI-ON 08/14/2003 16:25 FAX +208 523 3681 'FGE A Cooper Roberts Simonsen Architects 280 B STREET IDAHO FALLS, IDAHO 83402 (208) 524.48z1 FAX (208) 523-3681 www.crlar hIlocts-com CO"PUTEI� ROO 0 n � 0 3 I_ 0 II 0 COOPER ROBERTS SIMONSEN fJ002 /002 PROJECT NO: B02 -028 DRAWN BY: JGW 0 CHANGE DIRECTIVE #002 COMPUTER ROOM 167 GROMMET LOCATIONS DATE: CAD DWG FILE: CCD.002.AE102.1 0 0 0 0 MARK AUSTIN ENG. & TECH. BUILDING MAIN LEVEL ADDITION AND REMODEL AUGUST 13, CHECKED BY: JAW 2003 AE1 02.1 08/14/2003 16:26 FAX To: 1.0 'd Project: Mark Austin Eng. & Tech. Building — OWner'S 2386 Main Level Addition and Remodel ProJect No.: Brigham Young University — Idaho Rexburg, Idaho 83460 -8205 Date; August 13, 2003 From Page(s); You are hereby directed to make the following changes in the Work. The original contract u;ill be modified as indicated below. When signed by the Owner and Architect and received by the Contractor, this document becomes effective immediately as a Construction Change Directive. Description: 1. On a urne and material basis install the owner furnished macltcr boards, tack boards and visual display cabinets. The locations for installation are shown on Sheet AE102 with Reference Notes 18 & 19. Reason: 1. Authorized;_ CRSA naluro Architect Title August 13, 2003 rime Issued by: Fax for +208 523 3681 C O O P E R ROBERTS S I M O N S E N ARChHITECTURE CREATING BETTER COMMUNITIES EExcellenco in Planning and DesIgn Construction Change Directive #003 1 \SemNOroleIXe�aOZ- ORA \YyxhOe. Cone�fYdlor AdmInhVI Io \IMnge orrocnvee \Chenpe DFeelfwe.003.11ne Bateman -Hall, Inc. 1405 Foote Drive Idaho Palls, Idaho 83402 -1829 Cooper Roberts Simonsen Atchirecture Idaho Falls P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 One (1) 8 'h" x 11" sheet. The Owner has requested that the Contractor install these items. L.m,r,cnu 8.11 Anderson Les Menchans End of Construction Change Directive: COOPER ROBERTS SIMONSEN l 001/001 jcdd alan walker, AIA Cooper Roberts Simonsen Architecture (39e, 533 -1ea3 (209) 496.2976 a08)06-200 Architect's B02 -028 Protect No.: Al.., H.L Cher10 Andersen Val Chnatensen Contractor Signature Tr11e (rant am' Mb (2r18) a96.2e9n (20tl) 339.3022 260 9 STREET • IF)AH0 PALLS, IDAHO 93401 • (208) 524 - 4621 • FAX (10B) S21 - 3651 700 NORTH 100 WEST • SALT LAKE CITY, UTAH 84103 • (90 I) 355.5915 • rAx (801) 355 -9895 www r r Fri rrl-,iteccs corn (208) 523 -2681 Fax (208) 524-4435 (2011) 524 -4621 Fax (208) 523 -3681 Wd 0920 f1Hl EOOZ- 171-Ofld Project: From: Page(s): Two (2) 8 W x 11" sheets. Work in Progress: 1. Refer to Contractor's Daily Progress Report. C O O P E R sommermin ROBERTS SIMONSEN ARCHITECTURE CREATING BETTER COMMUNITIES Excellence in Planning and Design Field Report #035 \ \Server\projects\802- 028 \Tex508 - Constriction Adrrinistration\Field Reports\Field Report.035.wpd Mark Austin Engineering and Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Owner's Project No.: Visit Date: 10 July 2003 Visit Time: 9:30 AM Report Date: 21 July 2003 No. of Workers: Met With: Graham Whipple / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman - Hall, Alan Hall / BYU -ID To: Bateman -Hall, Inc. (208) 523 -2681 1405 Foote Drive Fax (208) 524 -4435 Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects Architect's P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 2386 B02 -028 Observations & (Instructions): 1. We discussed the counter in Room 167. The Owner would like to preserve as much counter space as possible in this area for use as a computer workstation. The section of counter that is located immediately south of the required clear space will be 20" deep. A minimum of 12" clear must be maintained between the east edge of the counter and the door opening. Proposal Request 44 has been revised to reflect this change. 2. The lights in the drafting labs are hanging too low. Currently the top of the fixture is at about 7'4" above finished floor. The minimum unobstructed ceiling height allowed by the building code is 7'- 6". The electrical engineer is checking to see how the lights can be retrofitted with an mechanism to allow the height to be adjusted. 3. The base plate under the columns between window units is visible and unattractive. Ceramic tile is to be installed on the sills, but the bullnose of the tile will likely not extend down far enough to conceal the plate. We discussed adding a row of tile on the face of the wall below the sill tile. 4. We reviewed conflicting information in the drawings regarding the floor finishes for the stair at the new entry, the west staircase from the basement to the second floor, and the VCT in the Hallways 260 B STREET • IDAHO FALLS, IDAHO 83402 • (208) 524 -4621 • FAX (208) 523 -3681 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 3555915 • FAX (801) 355 -9885 www, crsarch itects.c om Request for Proposal: 1. None End of Report: Email To: leading to the main lobby. Contractor is in discussions with the sub - contractor regarding which areas should be included in the project according to the documents. Architect and Contractor agreed that the west staircase is not clearly shown in the documents. 5. During demolition for the new coiling counter door 171 BA the electrical feed for the outlet located to the west of the existing door was removed. We discussed that the feed should be restored using wiremold on the interior of the room. Run the wiremold up and over the door then back down to the location of the existing receptacle. 6. Paint new door frames to match adjacent door frames where a difference in color would be obvious due to proximity. Example locations are the new door at Room 167 into the N.C. Machine Shop, the new doors at 181B and 181C which are immediately adjacent to the existing double doors leading to the Machine Shop. 7. The existing carpet in Room 162 has been stained with chemicals used during the abatement process. This carpet is fairly new and was intended to remain in place. The carpet will need to be replaced. 8. The acoustical ceiling spray in the main lobby is scheduled to be completed on Thursday, July 24 while school is out for Pioneer Day. 9. The cast terazzo cap on the center wall of Staircase 1C has notched locations where the wheelchair lift was removed. We discussed filling these areas with a bullnose tile and epoxy grout. The ceramic tile subcontractor indicated that this could be done. 10. There is water leaking down the North wall of Computer Lab 005. Contractor suspects that the water is coming from the location of the fire riser on the north side of the building. 11. There is a gap at the southeast inside corner of the woodworking lab where the two walls join. This gap became evident when the glazed CMU on the hall side of the corner was replaced after the header was removed. This space needs to be filled with grout and painted to match the surrounding walls. Items from Previous Reports Not Completed: 1. (12May03) Revised details are included with this report for the expansion joint covers needed at the north wall of Hall 1S where the new steel column is located. The new column was placed too far south to allow normal installation of the expansion joint covers. The anodized aluminum tube profile needs to be installed on the south side of the wall to allow room for the spray - applied fireproofing. The expansion joint cover on the north side of the wall needs to be the ASC -8-4 by MM systems rather than the ASC -12 -6 which was specified. 2. (12May03) The existing diffusers at the north end of Hall 1BC need to be cleaned and reinstalled in the new ceiling. We discussed that the layout of the new ceiling grid needs to start at the north end of the hall to ensure that the diffusers can be replaced at the existing locations. Report by: Graham Whipple Cooper Roberts Simonsen Architects Doll Clements doilc(a)bateman- hall.com Bill Anderson Billandrsn2(aol.com Les Meacham c/o tavlorm(aabvui.edu Alan Hall halla( bvui.edu Charles Anderson andersencObvui.edu Val Christensen valcaci.rexburq.id.us 260 8 STREET • IDAHO FALLS, IDAHO 83402 • (208) 524 -4621 • FAX (208) 523 -3681 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (801) 3.55 -5915 • FAX (801) 355 -9885 www.crsarchitects.com Project: Visit Date: Report Date: Met With: To: From: Page(s): Work in Progress: Observations & (instructions): Two (2) 8W x 11" sheets. C O O P E R R O B F R T S SIMONSEN ARCITECTURE Field Report #036 NServe \projects \B02.0281Text108 - Constructbn Aeministatbn\FIeld Reports1Fbld Repo,t.036.wpd Mark Austin Engineering and Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, ldaho 83460 16 July 2003 22 July 2003 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Owner's Project 2386 No.: Visit Time: No. of Workers: Graham Whipple / Cooper Roberts Simonsen Architects, Bill Alan Hall / BYU -ID 10:30 AM Architect's B02 - 028 Project No.: Anderson / Bateman -Hall, 1. Hanging new doors and installing door hardware at the west end of Hall 1M 2. Electricians pulling wire in basement. 3. Data crew pulling cable in the addition 4. Mechanical workers installing connections for heat pumps in basement mechanical room. (208) 523 -2681 Fax {208)524-4435 1. We reviewed conditions for installation of the new doors at the west end of Hall 1M. a. The frame for the doors to room 181 is not square. It appears that the door frame may have been affected during settling action that has occurred around the northwest corner of Room 181. The doors will not shut properly. Contractor indicated that the doors will be adjusted as much as possible, but that the door may need to be cut along the top to allow proper function. b. The new double doors to room 180 have also been difficult to hang so that they function properly. Alan Hall has indicated that the gap between the doors is a security problem and that the doors can be opened even when they are locked. Additional hardware will need to be added to the double doors to provide necessary security. Refer to Proposal Request #49 for additional hardware requirements. c. There is an existing paper roll dispenser that conflicts with the new window in Door 174A. Contractor indicated that a salvaged floor stop could be reused for this door. The stop is to be mounted the same distance from the wallas the door frame for Room 174C. Request for Proposal: 1. None End of Report: Doll Clements Bill Anderson Les Meacham c/o 2. There are holes left in the walls in Rooms 125E, 125F, and 126 where mechanical ducts and diffusers were removed. The holes need to be filled in with CMU and finished to match the wall surface on both sides. The walls of the offices need to be painted so that the patch is not obvious. 3. The existing east wall of the new Storage Room 138 does not need to be painted. The walls at Stair 1C need to be painted where the Wheelchair lift was removed. 4. We met with Ted Orchard from Idaho Travertine to review the conditions at Study Area 110. The travertine on the header will be installed using an epoxy adhesive. Additional support will be provided by stainless steel screws from the wall that are doweled into the back of the stone. 5. The plumbing fixtures have been installed in the restrooms, but the water is not running to the fixtures yet. The fixtures need to be covered so that workers do not use the new restrooms. 6. The tile has been installed on the window sills and the tile does not cover the base plate of the steel columns. Add a row of ceramic tile across the bottom edge of the sill tile. Refer to Proposal Request #50. 7. The lights in the drafting labs need to be adjusted to provide a minimum of 7' -6" height to the bottom of the fixture. The electrical Engineer has indicated that the cables can be cut and retrofitted with an adjustable fitting. Refer to Proposal Request #51 for more information. Items from Previous Reports Not Completed: 1. (12May03) Revised details are included with this report for the expansion joint covers needed at the north wall of Hall 1S where the new steel column is located. The new column was placed too far south to allow normal installation of the expansion joint covers. The anodized aluminum tube profile needs to be installed on the south side of the wall to allow room for the spray - applied fireproofing. The expansion joint cover on the north side of the wall needs to be the ASC -8 -4 by MM systems rather than the ASC -12 -6 which was specified. 2. (12May03) The existing diffusers at the north end of Hall IBC need to be cleaned and reinstalled in the new ceiling. We discussed that the layout of the new ceiling grid needs to start at the north end of the hall to ensure that the diffusers can be replaced at the existing locations. 3. (10July03) We discussed the counter in Room 167. The Owner would like to preserve as much counter space as possible in this area for use as a computer workstation. The section of counter that is located immediately south of the required clear space will be 20" deep. A minimum of 12" clear must be maintained between the east edge of the counter and the door opening. Proposal Request 44 has been revised to reflect this change. 4. (10July03) During demolition for the new coiling counter door 171 BA the electrical feed for the outlet located to the west of the existing door was removed. We discussed that the feed should be restored using wiremold on the interior of the room. Run the wiremold up and over the door then back down to the location of the existing receptacle. 5. (10July03) There is a gap at the southeast inside corner of the woodworking lab where the two walls join. This gap became evident when the glazed CMU on the hall side of the corner was replaced after the header was removed. This space needs to be filled with grout and painted to match the surrounding walls. Report by: Graham Whipple Cooper Roberts Simonsen Architects Email To: do1lc@bateman- hall.com B illandrsn2(a)aol.com tavlormabyui.edu Alan Hall Charles Anderson Val Christensen hallaObyui.edu andersenc(iaabyu1.edu valc a(aci.rexburq.id.us Project: From: Work in Progress: C O O P E R loomelomome ROBERTS SIMONSEN ARCHITECTURE CREATING BE I I ER COMMUNITIES Excellence in Planning and Design Field Report #037 \ \Server\projects\802- 028 \Textt08 - Construction Administration \Field Reports\Field Report.037.wpd Mark Austin Engineering and Owner's Technology Building — Main Level Project No.: Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 Visit Date: 23 July 2003 Visit Time: 10:30 AM Report Date: 28 July 2003 No. of Workers: Met With: Graham Whipple / Cooper Roberts Simonsen Architects, Bill Anderson / Bateman - Hall, Alan Hall / BYU -ID To: Bateman -Hall, Inc. (208) 523 -2681 1405 Foote Drive Fax (208) 524 -4435 Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Page(s): Three (3) 8' /2" x 11" sheets and one (1) 8 %2" x 11" detail sheet. 2386 1. Hanging new doors and installing door hardware in the addition. 2. Installation of VCT in Rooms 169, 171, Custodial Storage 154. 3. Electricians pulling wire in basement. 4. Data crew pulling cable in the offices at the south portion of the existing building. 5. Mechanical workers installing connections for heat pumps in basement mechanical room. 6. Installation of the travertine at Study Area 110. 7. Installation of cabinets in Office Suite 106. 8. Repointing masonry grout where glazed cmu was installed /repaired Observations & (Instructions): 1. The doors to room 170 have been propped open using metal wedges. The wedges are damaging the bottom edge of the door. The door needs to be repaired to like new condition. Cardboard or other softer material should be used to prop doors open in order to lessen the chance of damage to the new doors. 2. The expansion joint covers have been installed at the column on the north side of Hall 1S. a. The cover on the hall side was installed without the aluminum tube spacers that were included in the revised detail sent with Field Report #32. The detail is included again with 260 B STREET • IDAHO FALLS. IDAHO 83402 • (208) 524 -4621 • FAX (208) 523 -3681 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (80I) 3555915 • FAX (801) 355-9885 www.crsarchitects.com b. b. c. this report for reference. Install the aluminum tubes as shown on the attached detail. ii. The fireproofing was scraped off the hall side of the column in order to install the cover. The fireproofing will need to be repaired at this location. iii. The aluminum plate between the side brackets has a joint in the middle. This should be a continuous piece to match the side brackets. The cover on the classroom side of the wall has been installed so that the entire system inconsistently spaced from the wall. The east side of the cover fits approximately 1/4" tighter to the wall that the west side of the cover. ii. Lynn from Sommers Builders indicated that the brackets in the wall opening have been installed so that they span the opening at an angle rather that perpendicular to the opening. iii. The entire system on the classroom side needs to be removed. The proper size brackets need to be installed at the gap between the wall sections. The cover needs to be reinstalled so that the spacing is consistent on both sides of the cover. 3. The electric door actuators at doorsl EA at the bottom of the ADA ramp have been installed with junction box that is too big for the size of the actuator kit. A cover may be installed behind the actuator to conceal the large box or the boxes should be replaced with appropriate size junction boxes and the masonry patched at the locations inside and outside. 4. The new cabinets in existing Workroom 106E will cover the supply air grille on the south wall of the room. a. It was decided that the supply air should be routed in the back of the cabinet down to the toe kick of the cabinets. The cabinet subcontractor indicated that he will modify the cabinet and toe kick to allow the supply air to be rerouted. The inside of the cabinet will not be cased in at this time, but Alan indicated that the Owner will fabricate a sheet metal chase for the back of the cabinet to redirect the air to the toe kick space. 5. The new fire -rated doors for rooms 180, 181, and 170 have automatic flushbolts which are mortised into the corners of the doors. The corners of the door are splaying out away from the flushbolt. The door supplier needs to provide verification that proper blocking was provided in the corners of the doors during the manufacturing process in preparation for the installation of the flushbolts. 6. The new doors at Rooms 180 and 181 do not fit well into the existing door openings. The door frames appear to be out of square and are causing the doors to catch on the frame. Contractor has tried to adjust the hinges to allow the doors to operate properly, but sufficient adjustment cannot be made in the hinges alone. Modify the new doors be trimming the top/bottom edges as necessary so that the doors will function properly without scraping the frame or the other door leaf. Seal the trimmed edges of the doors to prevent future warping of the door leaves. 7. The monthly meeting has been rescheduled for Thursday, July 31 at 8:00 a.m. A preliminary walkthrough of the building has been schedule following the meeting at 9:00 a.m. in order to identify items of concern prior to Substantial Completion. The Substantial Completion meeting and walkthrough has been scheduled for 8:00 a.m. on Friday August 8th Items from Previous Reports Not Completed: 1. (12May03) Revised details are included with this report for the expansion joint covers needed at the north wall of Hall 1S where the new steel column is located. The new column was placed too far south to allow normal installation of the expansion joint covers. The anodized aluminum tube profile needs to be installed on the south side of the wall to allow room for the spray - applied fireproofing. The expansion joint cover on the north side of the wall needs to be the ASC -8-4 by MM systems rather than the ASC -12 -6 which was specified. 260 6 STREET • IDAHO FALLS, IDAHO 83402 • (208) 524 -4621 • FAX (208) 523 -3681 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (80I ) 355-591S • FAX (801) 355 -9885 www.crsarchitects.com is a 2. (12May03) The existing diffusers at the north end of Hall IBC need to be cleaned and reinstalled in the new ceiling. We discussed that the layout of the new ceiling grid needs to start at the north end of the hall to ensure that the diffusers can be replaced at the existing locations. 3. (10July03) We discussed the counter in Room 167. The Owner would like to preserve as much counter space as possible in this area for use as a computer workstation. The section of counter that is located immediately south of the required clear space will be 20" deep. A minimum of 12" clear must be maintained between the east edge of the counter and the door opening. Proposal Request 44 has been revised to reflect this change. 4. (10July03) During demolition for the new coiling counter door 171 BA the electrical feed for the outlet located to the west of the existing door was removed. We discussed that the feed should be restored using wiremold on the interior of the room. Run the wiremold up and over the door then back down to the location of the existing receptacle. Request for Proposal: 1. None End of Report: Report by: Graham Whipple Cooper Roberts Simonsen Architects Email To: Doll Clements doilc(&bateman -hall.com Bill Anderson Billandrsn2Aaol.com Les Meacham c/o taylormebvui.edu Alan Hall hallaabyui.edu Charles Anderson andersencebwi.edu Val Christensen valc(a)ci.rexburq.id.us 260 8 STREET • IDAHO FALLS, IDAHO 83402 • (208) 524 -4621 • FAX (208) 523 -3681 700 NORTH 200 WEST • SALT LAKE CITY, UTAH 84103 • (80I) 355 5915 • FAX (801) 355 -9885 www.crsarchitects.com May 08 03 03:45p `/! Pr2 f lre yr, STYLE a . NE5AF2U WALL - CEILING ERfES - -K4- -4 . -K$ -4 GENERAL' REPRESENTATIVE: t5 P1�F 1 E: R: ERS QTY. SPECIFICATIONS: ALUMINUM 6063 --T5 24 GA.. STEEL ALUMINUM 6063-T5 CLEAR ANODIZED 24" o.c. LENGTH A B 4 "_.s 1/2" 4" ' :13 1/2" 17 1/2" MM SYSTEMS CORPORATION 4620 ELMDALE DRIVE, TUCKER, GA.30084 PH-t# 8001241-3460 FAX# 7701939 -3006 . PROJECT: 2 3/4", 4 3/4., 4 3/4" 7// LOCATION Gt/nF� C L1 9T'L '/V 7/ /t /j t -•f37. 7 ` MOVEMENT 50% 100% 50% DATE: REV# 1 J08# 14 � '7�8e —1 -54/72 - mp v17 D6713/L- ALTERNATE COVER PLATE SPECIFICATION BRASS LAMINATE STAINLESS STEEL LAMINATE APPROVAL NOTE: Q APPROVED AS surour ED ❑ APPROVED As NOTED ❑ SSE a RESUBW ❑ REJECTED Br: DATE: CUSTOMER: ARCHITECT: GENERAL CONT'R: SHT. OF 1 * FX FX FX Anderson Specialties, LLC 206 -366 - 7790 * OPTIONAL HEIGHT AVAILABLE: l /2' SERIES FX -LH SPECIFY IF REVD. * ALUMINUM STYLES ' USTED. 1 . FOR BRASS SPECIFY BFX -K OR STAINLESS STEEL SPECIFY SFX -K SLIDE FRAM COVE FINISH FAS 260 8 STREET • IDAHO FALLS, IDAHO 83402 • (208) 524 -4621 • FAX (208) 523 -3681 700 NORTH 200 WEST • SALT LAKE CITY, :UTAH 84103 • (801) 355 5915 • FAX (801) 355 -9885 www.crsarchitects.com p. 2 oai OCT )994 Val From: Graham Whipple [graham @crsarchitects.com] Sent: Tuesday, July 22, 2003 1:26 PM To: Val Christensen; Mary Taylor; Doil Clements; Charles Andersen; Bill Anderson; Alan Hall Subject: Mark Austin Building - Site Observation Reports Gentlemen, The attached pdf files contain the site observation reports from the past two weeks. Please contact me if you have any questions or concerns about items addressed in these reports. Sincerely, Graham Whipple Intern Architect c , P r PO BOX 2421 • IDAHO FALLS 1©AHO • 83403 -2421 c� r s PHONE ( t ;.) 52 -4621 • FAX (208) 523-3681 • WWW.CrSarditeCt$.00rn NSE ht I TIC TLIRE Creating Better Communities AIA Utah 2000 Arm of the Year 7/30/2003 Excellence In Planning and Design Page 1 of 1