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Home My WebLink AboutMULT DOCS - 05-00166 - Beehive Credit Union/) IN 101 lldc'. General Contractors, Commercial • industrial • Residential May 3 V`, 2005 HVAC Lewis Corporation Commercial Metalworks, Inc. Mountain West Mechanical Rexburg Plumbing & Heating Plumbing Bingham Mechanical, Inc. Housley Pumps, Inc. Mountain West Mechanical Rexburg Plumbing &Heat00 ing Reference: Beehive, Federal Credit Union Rexburg, Idaho Dear Contractors-, a Please be advised that you haeme been invited to submit �, bid- for the above mentioned project. If you are a company that does both HVAC and plumbing., please note your bid needs to be separated. did ODemM: Fax fio (fur Office B 2:00 .M. Wednesda June -8"'. 2005 Please schedule with our office to review the drawings &specifications. 0. to bid, please fax a note to our office. Sincer �nika Shook' ' �ontract Administrator Cc: Engineered Systems Associates If you elect not 3219 East 81st North • Idaho Falls, Idaho 83401 • (208) 529-4038 • Fax (208) 524-0734 4 � �? {�t f�} '- �} ► � �� t 1 c ' l 1 {�y 1w? f . {�� 1�1�1 i' cel 1� � 1�r� c ' . General Contractors Commercial -a industrial • Residential May 3 1;`, 2005 Arca Electric, Inc. Lon Ricks Electric,, Inc. Darnell Weekes Electric,. Inc. Reference: Beehive Federal Credit Union Rexburg,ldaho Dear Electn*cal Contractors,, Please be advised that you have been invited to submit a bid for the above mentioned project. Bid Opening; Fax To Our Office By: 2-000 .m.. Wednesda June 8'. 2065 1 Drawings and specifications will be distributed to your office today. bold, Please fax a note to our office. Sincerely yr 1 406 �a Shoo, Cont�act Administrator 51 If you elect not to 3219 East 81st North • Idaho Falls, Idaho 83401 9 (208) 529-4038 • Fax (208) 524-0734 i0a Des gn Intelligence, LLC Structural Engineering 3 685 W Hwy 33 Re ring, Idaho 8344 Date: August 23, 2005 To: City of Rexburg Falls Bldg Department Rex,hU-r,9,-'Idaho Call,; (208) 359-1461 FAX,h,, (208) 359-0740 Subject: True Value Hardware Basement Access Support at Main Floar Dear Sir or Madam: The followmg comments refer to the house plan referenced above. Attached details appy. 1. Provide T5 3x3x 1/4 ca�.meX beam for voided slab and TS 3x3x 1/4 posts. Welded top and bottom to a 12xl2xl,/2 plate. Use 4 Y2" wedge anchors. Please call me if you have any questions. Respectfully, Scott A Spauldin9P.E., Design Intelfigence, LLC A U G 2 4 2 0 05a U. =. By - 9 0OF �A. sePV�'� J? zno, �a s l/ 91 D June 30, 2005 City Of Rexburg 19 E. Main P.O. Box 280 P�exbjyg�-Idaho 83440 iW 1105 IONA ROAD • P.O. BOX 2620 IDAHO FALLS, ID 83403.2620 vCFERENCE'. New Building Beelfive Federal Credit Union 1087 Erikson lkexburg, Idaho 83440 Gentlemen: Gem State Fire Protection has been notified bv Shook Cons�-r�uc�.an C....mpany, Inc. of their intent tO award Gem State Fire Protec�.on a. cc�nt�ac� cin the above reference project. This system tO be desigied per NI.F.P.A. 13 for light hazard occupancies. At this time Gem State Fire Pr vEion is prepaying shop drawmgsand will submit diem tothe City of Rexburg as soon as they are complete, ups Very ne C. Morg, State Fi F, Bew,,.hiv d CU CITY OF COMM RCIA N �V R-.,EXBUP�.,G- City of Rexburg Department of Community Development 19 E. Main St,1 Rexburg, ID. 83440 Project Information Permit Type Site Address Cor=crcial New 1087 ERJKSON DR Project Des�� i Beehive FeFeInformation Project Valuation Building Permit Fee Plan Check ]Fee Commercial Plumbing Permit Fee Water Meter & Parts Hookup Fee/Water Hook-up Fee/Sewer Police Impact Fee Fire Impact Print Name Signature Total Fees Paid 8,386.40 838.64 . 00 37.00 15334.00 905.00 11890.60 821.79 $14,523.43 Phone (208) 359-3020 I Fax {2D$} 359-3022 Permit Project Name Parcel # 0016 Beehive C RPRVLYV'VO030020 Project Details Banks - Type V - 1 flour Decks -Wood Frame (Covered} ]swellings - Basements - Unfinished 161150 SQFT 432 SQFT G,236 SOFT Date Issued: Issued Bye 10 -- COMMERCIAL NEW City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359-3a201 Fax (2U8) 359-3022 Ma y. 3 1. 2.005 9:12AM CITY OF RF1 X-BLI.P FOWIL "UNC Site Plan Checklist Application Information Applicant'. _ No. 074h 19 E. Main (PO Box 280) Rexbufg, Idaho 83440 Applicant's Address: T70 day-li 404 -VU ?-Ar�x Project Address: 1007E91v_._soAi 7e,i Recorded 0%vner: Recorded Uwner Address: -Pe it NUMInber: �A. Phone: 9*- 5V - S-7 71r FAX: 521 - 8785 City: 506 ST: _(D Zip: 8:!5LO v 4!��f 7- CA/u4j Phone: 20s -�256 - i Gado FAX: -City: ST: i D Zip: 634q0 7 Q 1. Site pt n. must be drawn to scale, bc legible and also be submitted electronically if possible. Q 2. Adjoining streets labeled. C� 3 � Right-of-way location and width, curb to curb widffis and sidewa�i.�c location. Ef Mi �J 4. Building locat-ion, sq footage and dimensions, with distance to property lines and distances between buildings. M 5. ,thaw existing and proposed easements. U 6. Existing utilities (waterlines, sanitary sewer Im"es, manholes, sto &ains), El 7. Proposed utilities iu�cluding tie in. location to existing seryices and new easements, El S. Proposedsto drain and samtary sewer elevadons (forPIP e inverts at manholes and catch basins}. LJ 9. Sto drainage plan for parking 10t and roof areas, with calculations., Ll 10. Fhydrants and fire suppression lines (MC1uding tie tv City Imes), ZI Spn' nkl ed C] Not SpHnkled C7 IT. Indicate Fire apparatus access. Q 12. Parzap (including parking lad, drainage arrows, dimension of lot, distance between sows, and total numbers). Ll i 3. Landscaping (type and total area, including dimensions)- 014. Trash facilities. 1315. North Arrow El 16M, �aw3ng to Scale, including a graphic scale (I 1 V2x 17" paper if possible). 0 IT Proposed street improvements(curb, gutter, sidewalk, pavement, etc.) ❑ 18. Legal descrip�,on of proposed building site �ncluded. Q 19. Percent of lot covered b y building or paving calGulatet�. U 2a. Show 10% snow storaore area. ❑ 21 . Distance of entrances from street corner indica.ted. Ll 22. Current Vicinity 1Map. (S �1� x 1 I "� at I'� = 3 0 0' sale, showing location of the propeny, NOTE: SITE PLAINS MUSS' 13E COMPLETE AND SUMN=D FOR REVIEW BEFORE THE PROJECT WILL BE 84. 6 MaNNUM Nielson Date,.- r r IP 0 Bodily Associates pa )Architects 990 John Adams ark -my 0 P. 0. Box 2212 * Idaho Falk, ID 83403- 1 i May 3 1, 2005 Subject.- Beehive Fed. Credit Urian New Branch & Offices TRANSMITTED HEREWITH: bw TRANSMITTAL Telephone 2081522.8779 . Fax 2081522-8785 TOO., City Rexburg City of Rexburg 19 E. Main Rexburg, Idaho 83440 Remarks: Construction. Please add these items to the 3 sets of building plans submitted on 5 -27 -OS by Shook Nielson Bodily & Associates PA Cory R t Nielson � l Bodily& Associates PA �') Architects Date. Suhject: TRANSMITTAL 990 Jobe Adamv Park-vay 0 P. 0. Box 2 212 6 Idaho Falls, I 83403-2212 * Telephone May 27, 2005 Beehive Credit Union TRANSMITTED HEREWITH: Tod* City of Rexburg, Planning & Zoning 12 North Center Street Rexburg, Idaho 83440 Remarks.-, Alielson Bodily & Associates PA ruse J uL-0(-200t> 11 ' 41 r -7� R ■ I`r� � 1 ESA ■ � II Ib tiOMENti Jr■ WWI ", rma'60M %, sHaC� CONSTRUCT I ON E,,n�IlIIaeeICeA S glemn MECHANICAL P. 02/02 A 0 1nc,, ELECTRICAL ENC--71NJF�R1N1r,- R Y�ri�l■!1 Ai. a �ew. Mr. Cury Rabetris Niel-snil Bodl1y & As-sociates P,O. Box 2-2-1? 9g0 Jobn Adams PaTkway Idaho Falls., Ic3al10 93403-?? I2 .Re: BCCh1'1'C ]Federal Credit Un'lon, Dear Cory i -31 w. (,kNTER, POCATELLO, TELEPHONE - FAX - D. S IDAHO 837.0G 208-233-0501 208-2}3-0529 U DWEEKS F PE. R. RICE. RE. a eDI)y ot" tile Cit), of kexbur-g r(,Ivlc D .tiBts "01Ti Monica.Shnok - , msporise_s- Is week-- jlt�re arc,2, n1v ari d air YransFe,r Openings rnusl be pro vic�ecl with rire c1�mPc:r;� ��I��;ri� a floortl�e� �r roof assem�s:�y as per 71C�.G of the JBC, � 11-- .SBC 716.5.2 axlawS f!xCeption #3 where Fire darripers ars not reyuirGd if P flffraTjC)jjS ai'e thru 1 hour assemblies or lassp iii Erca,� Utter tla�,n GrOuP i ,end arc: in btj'ld'nb� equipped chr�.t-out with autam�tz� springer and a1-�� c:nntinuD�s dtticr a�' `� , g.,cjgcA)� these requirGmen�s apply [a this p��j�c��,—( []�icki��ss_ Scwltge CjecCiOns re4u�r�c� td h� 3: discharge minimaum ,.., A- This itern has been deleted with tlz� i ew reviseaserne.nt. The fulurQ Toilet Roomc laavc bf!&11 deleted. We have onlya ca»dez;sire still -1p PUITIJ� nov►F ro I-0jriovff ccir,dGnsare J'1 -0m ftiftlacos and coollrig coils. 3-Q. :'BeOr) I Or e , - c draw'ugs A- kCV13Cd Water h Ls uIldursizcd. "'Ll, qjzes on -Mwiscd drawing to reFlaict 1A0Pcft111Y this will clear up all dna !Viechamcal questions from the City. Since-rCIVII h-NGLNEFRj:-4D SYSTEMS ASSOCLATES, NC_ Dwayrie- SudwFILCL, k- S k- I Ej3dosurc:s-, cc ' Shook Cnr��`nlctian MEM8EACEC RL TOTAL P,02 MAR -2 1-2006 05:35pm FROM -ENGINEERED a ir July ], ?005, MT,Cory Roberts Nielson Bodily &r Associates P.Q. Box -2112 99Q 1ahn Adauis Parkw ay 1daLho Falls, Idaho 83403-2*'212 208-233wO529 T-9 12 P. 002/002 F-814 r JlnffQIle(e no eLLll Systems Ansoe'3 IIaLLesy Ine" MECHANICAL -ELECTRICAL - ENGINEERING ate : Beehive Federal Cr -edit Unj-onw Dear Coryq 315 W CENTER, POCATELLO, IDAHO 832()Aq TELEPHONE - 208-2.33-0501 FAX - 208-233-0529 D. S,LJDWEFKS,, P.E. R. RICE, PE. � received a ropy of the City of Fexburg revzew commznrs frorn Manlvca Shook rhzs week. Here are my esp onses � -Q. Diacts and za�r transfer opellings must be provLdftd with fare dampers where they pQiactrarn a floor or roof assembly as per 71G_6 of ih� TBC. A- EBC 716.51 allows exception #3 where fire damers�ars not required if the penevadons are thru 1 hour assemhlYes or less, in areas other than Group I3 and arein buildin�� equipped rhru-out with automatic spnn1der, and are con�inua�� duct of �b dale t.�iick�e�s. All these requirEments apply to this project- ?-Q. Sewagre ejections required to be 3; discharge nunirnum ..,. 14.- This item has been deleted with the new revised bascmenj. Th� future Toilet baa ms haus been delew4w We have only a candensaw 5amg purnnow torema�� co�d�n�at� from fumaces and cooling coils. 3-Q. Water lin a to dTaw-ners'is si d A- Revi-sed water 11 sizes oa revised drawl'ag to relll2cl chanaes. vb�ffl Hopefu I I y thxs wiil cIeax up all the Mech am cal quesTion s from rhe pity. Sincerely, ENOLNEERED SYSTEMS ASSOCIATES, INC. Uwayne Sudweeks kl Enclosures: CG= Shook Construction MEMSFR acEc July ], ?005, MT,Cory Roberts Nielson Bodily &r Associates P.Q. Box -2112 99Q 1ahn Adauis Parkw ay 1daLho Falls, Idaho 83403-2*'212 208-233wO529 T-9 12 P. 002/002 F-814 r JlnffQIle(e no eLLll Systems Ansoe'3 IIaLLesy Ine" MECHANICAL -ELECTRICAL - ENGINEERING ate : Beehive Federal Cr -edit Unj-onw Dear Coryq 315 W CENTER, POCATELLO, IDAHO 832()Aq TELEPHONE - 208-2.33-0501 FAX - 208-233-0529 D. S,LJDWEFKS,, P.E. R. RICE, PE. � received a ropy of the City of Fexburg revzew commznrs frorn Manlvca Shook rhzs week. Here are my esp onses � -Q. Diacts and za�r transfer opellings must be provLdftd with fare dampers where they pQiactrarn a floor or roof assembly as per 71G_6 of ih� TBC. A- EBC 716.51 allows exception #3 where fire damers�ars not required if the penevadons are thru 1 hour assemhlYes or less, in areas other than Group I3 and arein buildin�� equipped rhru-out with automatic spnn1der, and are con�inua�� duct of �b dale t.�iick�e�s. All these requirEments apply to this project- ?-Q. Sewagre ejections required to be 3; discharge nunirnum ..,. 14.- This item has been deleted with the new revised bascmenj. Th� future Toilet baa ms haus been delew4w We have only a candensaw 5amg purnnow torema�� co�d�n�at� from fumaces and cooling coils. 3-Q. Water lin a to dTaw-ners'is si d A- Revi-sed water 11 sizes oa revised drawl'ag to relll2cl chanaes. vb�ffl Hopefu I I y thxs wiil cIeax up all the Mech am cal quesTion s from rhe pity. Sincerely, ENOLNEERED SYSTEMS ASSOCIATES, INC. Uwayne Sudweeks kl Enclosures: CG= Shook Construction MEMSFR acEc 41 SNoD< CONSTRUCT loH Shook Construction Company, Inc. 3 2 19 East 81st North Idaho Falls, Idaho 83401 (208)529-4038 - office (208)524-0734 - fax Facsimile 'Transmittal Cover Sheet Date: 7-7-05 To: Cathy winters Fax #: 35 9-3024 From: Monika Shook Pages;(Including Cover Sheet): 2 Memo: Mec,hanjibal f� Tank you. Permt POr�se� If any pages were not received or if you have any questions or concerns, Please call our ffC s soon as possimble, Thank you. Pm10 MAR -21-2006 05:35pM FROM -ENGINEERED S""'MS 208-233-0529 T-9 12 s�zs slog EYGgYEEREDSYS'fE1Ig�p�W� IN 3I5 WMCFNTM POCATELLO, ID 83204 To • (208)2330501 FAXmw (208) 233 0529 A P. 0 0 1/0 02 Date; 3121 (fl% Pages: Q...I"Ucludivrnthis cover sheet Subjectt 1moms, Fromb COMMENT'S: F-814 \ at E ng'nOer�d Systems Associatm Ir 14c�s o uti �I.ea P&*t.4Q, �v�►n -]-!.2 Ci �q QW, innnn�-5 �u,,1� 2cx�5. I d�dn'�-- h.e�. bo.ck ro �D� 6M5 � sp � aS9 a"d o w. CAII � 4+ 22t -gWL4� 5o2 in ti ff r �rtdK, a�-ravl b w a e m w a MAR -22-270E 21:37 SHOOK Cf_1NSTRUCTION P. 01/01 COnStMCtI012 Cozapow%� 1ln�o General Contractors Commercial IndustrIal • R idential Date: March 22, 2006 To: City -of Rexburg Building Dept, From: Monika Shook Ref: Beehive Federal Credit Un'1onr..Pr0JeQt Dear Val,, Brad, Jon, Cathy & Staff, Thank you for all of your help during the design and construction phase of the new Beeiaive Federal Credit Union Project located at 1087 Erikson Drive in Rexburg. Ir We appreciated your professionalism. l 0: 3219 East 81St North Idaho Falls, Idaho 834 01 (208) 529- (208) 524 -0734 TOTRL P.01 1 U a 49 PM N o a {& Assl)cI a�. Nielson ` I Boaav XT Q cCnPintnr nn iw)Archttects July 1 1, 2005 P1 p —� No, 2606 P, i/1 990 t Adams Parkway * P. O. Box 2212 -# Idaho Fail M $1403-2212 Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Proiect:Be�h�ve Fed��a1 CrediE Union Rexburg, Idaho Dear Va13 Response to City Rcview Commelits The following ars our responses to Baur review comments for the above referenced proj'ect,, Slate Plat. I . An additional handicapped parking space will be added to the easy parking lot for the third required space. See Sketch SK -1. 2• An accessible path w-YII be provided to the public right-of-way from the main entry to die north sidewalk. See Sketch SK -2. 3. Dumpster pad to be relocated as shown ars Sketch SIS. -1. 4. Sidewalk will connect to street comers at Summit Drive. dee SK -2. Architectural Plans 1. Sign read�ig "Maximum Occupancy � 48 persons"' shall be placed next to door in Call Center 112, 2, enclosed Stainvays. Section 10,19.1, exception 9 of the 2003 IBC allows stairways to be open if they only serve first and second stories of buf�d�.5 ng equipped with an automatic sprinkler system. The basement level stairwav 11c �-n01fWPA PIT rtf.af„� �,�.,,1, 3. 4., be equipped throughout with an automatic sprinkler systern. Fire separation bet�veen a 13 occupancy and a S�l occupancy. See Table 302.3.2. Footnote b.2 of the. IBC. occupancy separation need not be provided for storage areas within Group D if area is provided with an automatic fire -extinguishing system and is Less than 3,000 square feed. our building meets bosh requirert�.ent�. Table 6-1 pf the IBC, Footnote d. An approved automatic sprinkler stem shall be allowed -to be substitu.ted for I -hour fire-resistanc d construction. T t R Sett L. Meison, A.LA Kevin RP Bodily, AJA Members c The Arrt@41Wan InsiiWteof Architacta Jul. ll. 2005 3 : 4 9 ° M an Bodily A 3 3 o c I a t e s P,A -- No. 2606 P. 2/l 51, Canopy to receive an approved automatic sprinkler system, Sincerely, Nielson Bodily & Associates,, P.A. Cory Roberts CIR/kw Shook Construction Shane Berger, Beehive Federal Credit Union Attachments Sketches SK, -J, SK -2 Mechanical Comments Special hispections 2 2 is �• ' f � �I 1 � � o i' e' 3 I 7 I � � �y`n Bo d i I s s o /'. I a t e s TOTAL 53 SPACES LANDSCAPE CURBING LIP DOWN CURB ' � P RELO TEL -+ �®A� � s Iii TE X s > DUMPSTER PAD rt3'X9' SEE DETAIL x 97r.a � � L! 1 eDUARDs TrLEP�ONE STUB 27 -0 REMOVE AND REPLACE CURB AND GUTTER AT DRIVEWAY CUT (TYP.) �I m _-!- 0, 2606 let TRANSFORMER PAD SEE DETAIL SIDEWALK m Q 3/I r- ..jL.%� 167-4" mc ru= ro 9-7-.3-9 8 7. 8 9 / "97.55 ELEV C 93.05 STORM 32 LIN.. FEET 12"' STORM PIPE SITE PLAN 20059 PM 1I I 1 . �7 I�j=�n o '1 0 r 1 I i I I ! OR, LI m L. WE 0 If V) P. A I ;21. W t/? F�— rNo, 1 cnt WL Lo L4 r i� T LjJ I - e { 101 _ Jr 0 0 0 IL z 4/7 .5 r `j N1dM301S 09' 19 6 = N 01 I ;21. W t/? F�— rNo, 1 cnt WL Lo L4 r i� T LjJ I - e { 101 _ Jr 0 0 0 IL z 4/7 .5 r `j N1dM301S 09' 19 6 = N 01 F a�L, L; �. 2 0 0 5m 3:4 0, 'MNG INEIN ieon Bodily & Associates, P. A—nzq —�-. .Tiny ], 2005 Mr. Cory Robem Nielson Bodily &. Associates P.0. fox 2212, 990 Jobn AdamsPa.rkway Idaho Falls; Idaho 83403-2212 Re: H eehive federal Ci -edit Union. Dear Cory, T-O'NG, 1 2 6 0 6/oul P. 42, Ine, OT MECHANICAL ELECTRICAL - ENGINEERING.' 315 W. CENTER, POCATELLOIDAHO 83204 TELEPHONE - 208-233-0501 FAX- 208-233-052-9 D. SUDWEEK.S. P.E. R. RICE. PE. I received a cagy of the City of Rexbui-grev LL lew comments f"OTT, M0112".ca Shank this week_ re��onse�_ r�1 2-Q. A- 3 -Q. A - Here are my ducts and sir transfer openings rust be provided with fire,dampers wbere they penetrate' a floor or roof assembly as per 716_6 of the SSC. IB C 716.5.2 allows exception #3 where Mire dampers are not requixed if the penetrations are thru 1 hour assemblies or fess, in areas other than Group H Land are in bnfldings equipped thru-OUT with auto=tic sprinkler and are continuous duct of 26 gage tliickness_ Ali these requirements qply to this project. Sewage ejections required to be 3-- discharge This item has been deleted with the new revised basemenL The future Toilet Rooms bave been deleted. We have only a condensate sump pump now to 'rernoye conder�sate from furnaces and cooling coils. Water line, on isometric drawings its undersized_ Revised water ling sues an revised drawing to reflect change_ Hopefully this w1o11 clear up all the Mechanical questions fro� the city, Siacerely, ENGINEERED SYSTEMS ASSOCIATES, INC. Dwayne Sudweek!; kl cc Shook Construction MEMBER ACEC 5 "'Jul. 11. 2405_ 3:50PM' N I e 1;,,o n Bodily & A s s o c a t e s I P P MATERIALS TESTING Fs INSPECTION d Environmental Sarvierm D Geoi9ehnic-al Enain+aerin SCOTT N SON NIULSON BODILY & ASSOCIATES, P.A. 990 Jobn Adams Parkway Idsho Fallsq Idaho 83403 A- 208529G:BlNo. 2606 P. E/7 p . 1 PAGE 0 1 DF TIE 715IC5 PF P 0 AL,5\E0kBTE91q IDAMOIPSD64 - i3E Hier, FED GRE[W7 umiz,. REX8U .D0 0 ConstTudion Matarials Tasti Re: Tesdng and Inspexfiori Services for fie Proposed Proj=t,- Beehive Fed Credit Unian - Rexburg, Idaho Df,xar fix. Nielson,, 0 SPBGtF3l i f'fSQeCtiOn S PHONE; 22-8779 FAX:522-8785 7`he enclosed cast proposal has been prepared for your review and evaluation, Materials Testing & Inspection,, appr�cia�te� the opportunity to submit this estimate tc) provide matcrials eting and inspection services on tfaQ above referenced project. �timztt is based on vur review of p1mis and specif capons, similar pr oJects, and Citi of Rexburg reqiijternerits, The estimate is also based va a presumed construction schedule. If the cont .st��ion schedule cues not follow MT1's estimated produc6on rates and schedule, the quantities and number of tarps required will vary, Please review tie number of trips and quantities to ftisu-re fiat each �tem follows yo -Ur cvnstructioA schedule/pxoduction rams. Variances from our estimate and your schedule/production rates will be billed at the indicated unit rakes. The result may be a dwroase or increase in the tiot�l test- og and Mspeetian COL . Scope ofservices for th� project have b�exi outlined below: �8,G40 square foot tJ�pe o,� structure � '�"he Scope of Services �c�ud�s; I, � sods #e�tulg and inspection, 2) concrete testing and in�pec�i4�„ 3} �tnz�,t�-a� s�e�� welding aa�Jor halting inspection. , 4spray�applied firepl-00fin testing and inspection, and 5) asphalt testing and inspa�tion. The �c�pe rn�av be adiu�ted based on the actLuua � �cial ins e�tian r u�.rminents. hosts v�i1l be denerders# an the acival numbez 4�` triv�l�ime fir-- testing and insv�tioDsl, A detai'led explanation of testinglinspwtivn ire for eacb phase of construction his been provided below: � Soils — Fill pla�ement monitoring will be perfonned throughout the project. Geotechnical obseTva6ons will Wsa bc performed during stdpping actj`Ymes and at footing & paricing lot bearing surfaces, Concrete -- "Testing" of concrete with be perfon-nud on foatiugs, stem walls, S I.ab --on- grade, and elevated Nabs. Coacrete will be tested at intervals of vne sit of 4 concrete cyhndexs fo-r each 15Q bic yards or f[action thereof of each con 'Trete rnix placed each dad. Exterior sidewalk will bD tested at two intervals throughout tt�e project, unless a greater frequency Concrete for stag -treads and site concrete -�,ot 011t1ined in .requested by the architect or owner, is requested by the architect or owner. this proposal will not be. tested unless . ' Masonry � "Special Lnspectlon is not anticipated at this time, but can be, perfumed upon request. 23.0 N. Skyline r*ufi ra iis, It) 8:9402 208 �8 Fax 200 - -11 E -Mail eimfiasry.net v�wws cyberh fir. rmV—i j"iuI.1L 2 0 05_ 3:��P�� Nie1.s.,a� Bo�i�y � 1�550CId�£S, P. MATERIALS TesTiNra Fs INSPECTION ❑ Envlrmmental Services ❑ Gecterhnl'cal 97-Mineer4n R, �r�es�s��No. 2606 P. 1/7 P - z FRAY fi" PAGE it 2 OFS D ATS TId 140 IS PROPOSAL4111S TERM )v0kCJP5 n ; HE J E IPF -D CMUFT UNION. R1EX@ R9.QQ d Conut►uctian Materials Teen Sr�ecial I nsa&ctlnns • Structural Steel — ""Special luspection" of welded and/or bolt�d connections is arequired. Periodic visual welding inspection will be perfomed an all field melds. Bolted comectivns will be inspected �n accordance with the project specifications. The first trip should be performed prior to the start-up of welding or boluffig operons to check certifications or bolt calibrations and review procedures with on- site welders l .steel woi-kers. Interme&ate trips should be performed to inspmt weds car bults that are to be cove -red pri.ot to the final inspecfion. The fimal inspection should be perforn-ted at the carnpletxon of melding and 1 yr bolting, but prior to departure of the steel crew, to inspect the finished productA Spray -Applied Fireproofing - "'Special Inspection" is not arificipated at this time, but can be perfomed Upon Tegtiest. • Asphalt — Munitofing of placement and density testing will be perfoed. ATbalt cares will be taken to verify thickness and density of asphalt and to perform. nuclear gauge corn -elation. It isMT1's intention that vur services will complement your efforts towards maintaining the highest standards Of qUality. Please let 1�� "ow if yQu require additlona� inform�.t#��1. e thank you for considering our firm and lack §Grwai-d to working with you on this project. Respectfully Submitted, DAN KiNG, EASTERV IDAH"C]N.d GER 1230 _ Skyline Uve, SuAL% C, Idaho Falls ID A3402 20$ 529-8242 FaX 205 529-6911 -d ehV4rrv.riet www-cyberhigh nev--,mb Nielson August 12,,2005 Bodily& Assocides Pa )Architects 990 John Adam,cirkivay * P.O. Box 2212 - Idaho Falls, ID 8340-3-2212 - Telephone 522-8779 * Fav 2081522-878 Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project: Dear Val, Beehive Federal Credit Union On Sheet x,0.3 of the Beehive Federal Credit Union drawings reviewed by your department, it indicates in note G for the basement area that a one hour occupancy separation is required per IBS 302. i . Z . Storage room in excess of 100 square feet requires a one hour occupancy separation. Upon- further review, it has been determined that this one hour separation is not required if the building is 100% fire sprinklered, which this building is. Wherefore we will eliminate the sprayed on Fire proofing indicated for the floor ceiling assembly. You mai also recall that the basement area has been revised in size and that the total area of the basement is now fess than 3,000 square feet and has been changed to an S-1 occupancy. IBC code in table 302.3.2 , indicates chat a three hour separation is required between and S- 1 occupancy and a B occupancy, unless, according to footnote B-2, the area is provided with an automatic fire extinguishing system and is less than 3 ,004 square feed. We comply with that exception so we occupancy separation �etween the storage area and the B occupancy is not required. Please lei us know immediately if you do. not agree with this assessment as we are faking steps to eliminate the spray -on fire proofing. Sincerely, Nielson Bodily & Associates, P.A. Kevin R. Bodilv Aa I.. Scott L. Nlels.on, A.Q.A. Kevin R. Boddy, A.M. Members of The Arnerican Institute of Architects Jul 02 2005 1; 07' MATERIALS TeSTING -INS-PE-CnON E) Ern -end Se rvioes Tri L) Geotechnical Engineed To. City of Rexburg Fa)a (2p8) 359-43024 Phone. (208) 3:59-:3020 Rem Beehive Fed Credit Union 1] Urgent *Comments: For Review � Insp. 2085296911 P,1 _ ❑ Construction Materials Testi From: Vio,-toda Mesonson Date; July 8, 2005 Pages: Three N page #1 Cf 1 ev D 2W C] Please Comment ❑Please Reply ❑ Please Recycle Here's the Scope of Services letter for Beehive Federal Credit -Unk>n. Please let me know ff you need anything further. Thank you, Victo6a Morrison The foRowinginformat"P ion has been specifically prepared by Materials Testing nsp�+ion fnr the intended user as addressed an this 'FaCSimiie sheet and attached do curneflts. if you have received this infarmaticx, in error and are not theintended recipient, Please destroy all the documents and notify Materials Testing & Inspection, via phone numbers indicated on this facsimile immediately 1230 N Skyline Moe,, Suite, Idaho Falls 1 [ 83402 Fax: 20 �1 1. Email: M r -tPd, Mrn Website. ww Ju l 08 2005 12 e 07P a-tr i a l s Test i ng & Insp. 2085296911 p t:MATERIALS _•TeSTING & 1NSP6CT10K E. Environmental Ser ires SCOTT NIELSON N LSON BODILY &c ASSOCIATES, P.A. 990 Sohn Adams Parkway Idaho Falls, Idaho 83403 Construction Materials Teeth, Re: Testing and Inspectioli Services for the Proposed Prc�Ject: Beehive Fed CreditUni-on - Rexburg, Idaho Dear Mr. Nielson, ExHiis]T "A" PAGE 0 1 OF DATR 715135 FF -0 CREDIT UNIC-NRE BLFR .DOS ❑ Special Ins to n PHONE: 522-8779 FAX: 522-8785 The enclosed cyst proposal has been prepared for your review and evaluation. Materl--als Testing &. Inspection, Inc. (NITI) appreciates the opportunity to submit this estimate to provide, materials testil-ig and inspcction services on the above referenced project. The 1estimate is hayed on our review of plans and specifications, similar projects, and City of Rexburg requirements, The est' rnate is also based on a presumed construction schedule. If the construction schedule does not fellow MT1 15 s estimated production rates and schedule, the quantifies and number of trips required will vim. Please review the number of trips and quantities to insure that each item follows your construction schedule/production rates. Varianc,es from our estimate and your schedule/production rates will be billed at the indica�cd unit rates. The result may be a decrease or increase in the total testing and inspection posts. scope of services for the project have been outlined below. ,1-A,640 square food type of structure �- The Scope of Services includes; 1) sans testingi axed n,spection, �.j concrete testing, and inspection, 3) structural steel wclding and/or bol tinu inspection, 4} spray-alied fireproofing testing amd inspection, and. 5") asphalt Testing and inspection- The scope mav be adiusted based on the actual special inspection re uircments. hosts will bc dependent on the actual number testinQ, and zns ect1vns. of tri s/tim e. for A detailed explanation of tes�k�ng/`uispectian items for each phase of construction has been provided bclow-- Soils — Fill placement monitoEng will be performed throughout the project., Geotechnical, observations will also be performed during stripping activities and at footing & parUng lot bearing surfaces. Concrete -- "Testing" of concrete will. be per -formed an footings, stem walls, Slab -an -grade, and elevated nabs. Concrete will be tested at intervals of one sit of 4 concrete cylinders for each 1 J.cube yards or fraction thereof of each concrete mix placed each day. Exterior sidewalk will be tested at two intervals throughout the project, unless a greater ftequency -is requested by tlte arcbAect or owner. Concrete for stair treads and site COI1G1ete not outliz�.ed in this proposal v4tili not be tested unless requested bv the architect or vNArner, E0 Masonry — "Special Inspection" is not anticipated at phis time, but can be perfornad upon request. 1230 I. Skyline rig SAO C, Idaho Falls, ID 83402 208 529-8242 Fax 208 529-6911 Jul .08 200512: 07PM Matarials Testing Insp, MATeRIALSTeSTING &I NSPC=CTION 0 Environmenlal Services ❑ Geotechnical Enaineerin 2085296911 Construction Materials Testin p ExHISIT "All PAGE aF DAT E 7151U C] Special Insp-ections structural Steel — "S�ecial Inspection" of welded and/or bolted conncctians is required. Periodic visual welding inspection will be performed on ail field v�Telds. Bolted connections will be, inspectedi in accordance with the project specifications. 'The first trip should be perfornied pn'or to the start-up of welding or boltinar operations to check certiffications or bolt calibrations and review procedures with on- site welders l steel workers_ Intennediate trips should be performed to inspect weds or bolts that are to be covered prior to the final inspection_ The final inspeal'on shod be performed at the conipletion of welding and ! or halting, but prior to departure of the steel crew, to inspect the finished product. • Spray -Applied Fireproofing - "Special Inspectian" is not anticipated at this llm�, but caYi be perfomed upon request. Asphalt -- Monitorm'g of placement and density testing will be performed. Asphalt ores will be taken to verify thickness and density of asphalt aad to perfomi nuclear gauge correlation. It Xs NiTI's intention that our services will complement your efforts towardsmai'ntaining the highest standards of quality. Please let us know if you require additional information, We thank you fOT considering our firm and. look forward to working with you on this project. Respectfully Submitted., DAA ICING, EASTE.R?Il IDA HO A 1A NA GER 1230 N. Skyline DO Sufte Ca Idaho Falls, ID 83402 208 529-8242 Fax 208 529-6911 E -Mail eJmU@srv.net www.cYber1h1ghwaY.net/--omti -TUN -25-2005 14:23 SHOOK CONSTRUCTIONP.01/07 Niekon 9w /v ) Bodily,& AsyOdaie$ PA )Architects June 29, 2005 Kris Woodhouse FaxT,nStUIratta� • rdvhoFaUs, 1D8NO3�2212 t Tcrq�ojv 20V5x2-$779-,FaF m/52i-ali5 Monica Shook Shook Construct 1011 colnpany�� Inc. i� 2�-S24-0734 Pa g 111CIDdi �rp�c:4t: Bechin Fcdczal Credit UI1lUrl Rcxlju-rg, Ida-pho Re- Pusl Bid Add du�t� 7 flfDvk � 61�a Ilat" S % FIA dil 9 Ali— -2005 14:28 0 SHOOK CONSTRUCTION P�4YN�` E gingering Ing beehive Federal Credit Union-- Rexburg, I Dob Post Sid Electrical Addendurn #1 June 22, 2005 P. 02/07 CUNSUL7ING ENGINEERS Attachcd pleW find (evised c{e.rtl'ical drawingL& FI.ORP E2 i R, & E.4.2.2Rj with ch:tngcs riatu! �:vcrythin� sho►tirn w the IROU, Bid& alciuding QB N: dulmd A --z jr1t#ic-we&d. '"!lie sNt znk1cr C'untroller will move to bulldiiig 3s dixt-clod by landscape srchitccl. Circuit the c:c+ntrc)ller, to oure Zd arn� brc.�&-cr 'it Panel -'T"- Refer io revfs�i r�1�c��aiic� d�nwings wiit�� i�»s addendum for ciew locauan of'ixha��5t EF -3. wid :wjl�Wr layout ofc:onciup'lls�r18 units oa dxi%."c thou cwlupy that W"e on vroutid zidi-icmt 1k) brelik. ori. If IF 14 ta23 EAST-CENTEM STMET PQCA3'ELLp, IDAHO 0201 ("08) 232-4 439 FAX (2R3) 232-14 15 - .0, TUN -29-2885 14:29 �I XTLRE L C po SHOOK CONSTRUCT:Ohl a Ff Ce ALL: 145 f Dm5ADo6) (E) (E.7 0 5F p . 03/07 r UNtAbAVATE-1 i TUN -29-2025 4 I SHOD -K CONSTRUCT.ION P. 04/0 %4ach Mend 1 -a M l -3 a JUN -29-2005 I& 1 !. 213 SHOOKCONSTRUCTION Ir— C i . 66. IV p4p C 4 } r D a. A VS 9fx91 7 — e! � � I LW L Ae s "L —1111— e 1m ui�ee_ M R — f � . — e. e_ • � e . � _ � - e , e � . � � Lit �� 1 � . �= a� .. e rA- n I'"m . .1 P -Q5/07 a. JUN --2005 6 a 14:29 SHOOK CONSTRUCTION � 1 1 . 1 p3 1 —�� II r a } t i I I nrr-N�, p _ 06/07 ILL. U .f �AI,l I! k- -TAm� . 4. '.J . - r - _ w4r- --& — - L P. ' AM-' s 1 . -IT I I dr - r -e k �OI-d r —_ CJI --2005 1 SHOOK CONSTRUCTION _n\�,IL N �.� -+ - ML 1 1� TOTAL P.07 Ir MATERIALS 11-: TESTING Er INSPECTION 0 Env rmmntt Services Val Christensen C ity of Rexburg PO Box 280 Rexburg, ID 83440 Q Geolechnical Engineering, Q Construction Materials Testina PAGE #1 OF 1 REVISION DATE 1 1 15 FAREPOFATS\FEAST;RN EEHIVEF CU\RPT028SWE.D D Snecial 1.n.qnAr-t'1'nnQ Phone** (208) 359-3020 Fax.0 (?D8) 359-3022 Other: Prnje�t: Beehive Federal. Credit Union Inspector: KyleKofford Inspection Date* October 7, 2005 STRUCTURAL STEEL WELDIATG INSPECTION REPORT Can the above date, our representative performed work on the referenced project as reported below. Arrived on site and inspected welders' qualification papers; they were current. Visually inspected the completed welding performed by qualified welders using a SMAW process with E602.2 electrodec,_ Immer-ted qrr Q„nrC welds and button punching at roof deck entrance (ref*. engineer drawings.). on top second floor, roof on drive-thru and roof on overhang on front Work inspected was in compliance with project plans and specifications. If you have questions concerning this report (rpt028swe.doc), please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by; Dan King Eastern Idaho Manager Cory Roberts, Nielson Bodily & Associates.; Val Christensen City of Rexburg* Shook Construction 1.230 North Skyline Driver Suite C, Idaho Falls., I .83402 208-529-8242 Fax: 208-529-6911-� i ti roti- d. r Website: ww.m i-id.com JUN -0-2005 16:47 SHa„U� GONSTRUCT T DN 1105 IONA ROAD a P.O. BOX 2620 IDAHO FALLS, ID 83403-2620 June 30, 20Q5 City Of Rcxbu�g 19 E. Main P.O, Box 280 R=buM Idaho 83440 REFERENCE.- New IBWdft �V Beehive FWeral:Credit Union 1097 Erib Rexbw& Uktho 83440 Crend en: p- 01/01 S1111h Gm S�te FireFxotectian his bcen n0tified byrv�kuc clot"11111"Ilkwa".�oncmpmy).rn.Irw.' of thm Antcat to award Gcm Staff Fire prot=fion a ca��taGt an the above referonced projcct. This t'ystexn tO bc d=igncd Per N.F.-P-A. 13 for light ha=d ouuupancies. uia 'Very �. roe C. Morw Gam S tatc Fi T T AL P. 01 I tr rIATERIALS �. TESTING &INSPECT101V J Environmental Services Val Christensen City of Rexburg PO Box 280 Rexburg, ID 83440 lio ASTM D-2922 D%inWflsity of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth) Geotechnical Engineering J Construction Materials T ti Project,a Inspector., 1* lnspet-vfior.Dee Phone: Fax: Other: PAGE #1 OF1 BEMs ICON CHAT E 1111 51 o S RREPOAT \EASTERN 10 H0 05REPORT \E5008 6C - nxao n l (208) 359-3020 08) 359-3022 Beehive Fed -era] Credit Union Cris McMurtrey Novernber-4. 2005 As requested, MTS performed density testing in accordance with current applicable standards. compaction is 95%. The .results obtained are as (allows. Test Location & Depth Wet Percent East parking lot, final grade # � northwest corner f' r l n lot 1 . . East parking lot, final orrade,' north, southeast corner rinor lot �� 1 t 3 South r n lot, finer grade, 171 gest ' south of 139.8 northeast corner of Parking lot 6.9 youth Parking lot., final grade, ' south northeast corner parking lot . . youth parking lot, final grade, ' south of southwest building corner 140-6 . 6 West parking lot, final West, I F north of southeast building corner 1 - Wiest parking lot, final gTade, ' west, ' north of -southeast building cornu 6._3 . Method of testing: BS I's Backscatter; Depth in inches is Direct Transmission Material Type: A** 128.4pcf @ 7-o5% HK Ashcroft Pit - 3/499 aggregat 4 ` 1 i MTJ #: 33 Make& Model: Troxier 3411 SerialStandard Counts.* DS: Required Dry Ma�'1• % Passl Density Type Comp. Fail 130-9 A 100 Pass 129.5 A 100 Pass 130.7 A 100 Pass 133.8 A 100 Pass 132.0 A lOQ Pass 13Q.7 A 1.00 Pass 1313.0 A goo Pass If you have questions concerning this report QPW301nd-doc), please contact us immediately. RespectfuDy submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Cristopher McMurtrey Eastern Idaho Assistant Manager * Cory Roberts, Nielson BodAy, & Associates+a F l r1 t n r . 1t f Rexburg; Shook Construction ASTM D-1557 NOrM 6Kyllnerive, Suite Idaho .F1f, 183402 208-529-8242 Fax: 208-529-6911 Emal .F imti@roWebsite:ti-id, or 1 MATERIALS TESTING Fs INSPECTION 0 Environmental Services Val Christensen City of Rexburg PO Box 280 Rexburg,,, ID .93,440 MOISTURE DENSITY/—— PROCTOR TEST REPORT 0 Geotechnical Engineering DATE: r:l3E R 8, 2005 C5 _1W=W I- F:1REPORT5IEASTERN I0AHo12005REw0R7S\F540B6C - BEFHIVEFCl1kPROCTC3R 1443-5_(}pC 0 Construction date ria l's Testi nci r_1 n0�i-m-,+a. Phone: (2Q$) 359-3020 Fax: (20$) 359-3Q22 Other: Project** Beehive Federal {Credit Union Test Date: November 4, 20p5 As requested MTI has performed a proctor on the sample referenced below. The testing was performed in accordance with current ASTM standards. The results obtained in our laboratory were as follows- Assumed p.'ter# Number Moisture Density Densityry i isture 2.54 1 3.9 122.9 2 12 i Uncorrected-, ecce _ 128.4 tb ft 9.4 126.1 ASTM D 4718 Correction: N/A IbS/ftA3 N/A 12.5 118.1 s Fouad Correct i R 3 N. 129.0 127.0 125.0 123.E 117.0 Proctor curve 13ereent Moisture dote: ASTM D698 and D1.557 valid with up to 5°Ic Oversize Particles; correctable up to 34% via Oversized Particles greater than 30% retained on the 3/ inch screen. Respectfully Submitted, MATERIALS TESTING & INSPECTION Reviewed by: Johan Lund Eastern Idaho Laboratory Manager ASTM D 471$ and invalid for CC: Cory Roberts, Nielson Bodily & Associates; Val Christensen, City of Rexburg- Shook 1230 North Skylineri Suite C, Idaho Email: imti-@mti-ij Website: www.mti,.id.com MATERIALS TESTING � INSPECTION ❑ Environmental Services E Geotechnical E i rin Ll Construction Mat ri Testing Val Christensen Phone: City of Rexburg Fax: PO Box 2g0 Othe.r: Rexburg, ID 83444 Project; Inspector; Inspection Date; PAGE #1 OF 1 REVISION DATE 11/412005 FAREISOR MEASTERN DAHO '' X05 R E PO RTS\ E5 008 BEEHIVERURPT029SBDOC i (A208) 359-3n20 (208) 359-3022 Beehive Federal credit Union kyle Kofford October 7, 2405 HIGH STRENGTH BOLTING INSPECTION REPORT On the above date, our representative performed work on the referenced project as reported below. Inspected installation of full tension/slip critical turn -of -the -nut method ASTM A325 3I4"' bolts with hardened washer. Faying surfaces were flush and in full contact. Visually monitored turn -of -the -nut method. Verified installation equipment and bolts using Skl*dmore-Wilhelm tension measuring device. Verified ail bolts at every connection at staircases and columns in drive-thru. Work inspected was in compliance with project plans and specifications. If you have questions concerning this report (rPt029sb.d0c)., please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. d Reviewed bye. Dan Ding Eastem Idaho Manager C: Cory Roberts, Nielson Bodily & its Val ChristenCity, Christensen,Shook Constructi 1230 North Skyline Drive, Suite G, Idaho Falls, ID 83402 208-529-8242 Fax: 208-529-6911 Email: eimti Ocz,ft-id.Gomb t: www.mti-id'.com .,1MATERIALS r i TeSTING &lNspr=CTION El Environmental Services Val Christensen City of Rexburg PO Box 280 Rexburg, ID 834-40 ❑ Geotechnical Engineering Construction Materials Testi n Phonem6 Fax,, ether: PAGE #1 OF 1 REVISION DATE 11/4/2005 FAREPORMEASTERN IDH\2005REPORTS\E,5D08 FEEHI V EFCLA Pfi0 8 E. DOC ri f lncznai-firinp- %..F to : _ - - , -- r +f +� &.1 %.r 9- i LJ (208) 3.5"9-3020 (208)359-3022 Project: Beehive Federal Credit Unian Inspector: Kyle Kofford Inspection Date: October 7, 2005 STRUCTURAL STEEL WELDING INSPECTION REPORT Oen the above date, our representative performed work an the referenced project as reported below. Arrived on site and inspected welders` qualification papers; they were current. Visually inspected the completed welding performed by qualified welders using a SMAW process with E6022 electrodes. Inspected arc spots welds and button punching at roof deck on top, second floor, roof on drive-thiru and roof on overhang on front entrance (ref*. engineer drawings), Work inspected was in compliancewith project plans and speeffications. If you have questions concerning this report (rPtO28swe.doc.), please contact us immediately, Respectfully submitted, MATERIALS TESTING & INSPECTION INC. 0 Reviewed by: Dan King Eastern Idaho Manager GC: Cory Roberts, Nielson Bodily &Associates; Val Christensen, City of Rexburgr; Shook construction 1230 Forth Skyline Drive, Suite C. Idaho o Fair i 83402 208-529-52"�42 F 2''0----8----.-5-29 - ------- ----------- Email, i ti @ mti-id. Website: www. roti -i y o MATERIALS TESTING Er INSPECTION 0 Environmental Services Val Christensen City of Rexburg PO Box 280 Rexburg, TD 83440 Z1 Geotechnical Engineering Ll Construction Materials Testinn ProJ ect. Inspector: Inspection Date,,,, Phone, di Fax Other-, PAGE #1 OF1 REVISION DATE 11/41200,5 FAREPORM TERN IDA# \2005 REPORMP-500860 - B E EH IVE FC U\R PT026,SWE.DOC El Rnoninl (208) 359-3020 (208) 359-3022 Beehive Federal Credit Union kyle Kofford September 29, 20U5 STRUCTURAL STEEL WELDING INSPECTION REPORT On the above date, our representative performed work on the referenced project as reported below. Arri'ved on site and inspected welders' 4ualification papers; they were current. Visually inspected the in- progresslco�np�eted welding performed by qualified welders using a SHAW prvicess with E7vi8 and E7Q�4 electiades. Inspection consisted of single pas5 fillet welds and multi -pass filet w�ld.sat bar joist connections with retaining X -bracing (ref: engineer drawing), I ZJL) Nortli Skyl Email: e4rnti@rntHd. Website: www.mti-id.com Ire rive uit , Idaho Falls""", I D 83402 0_- F - Note:' On gridline A, third floor west side, X-bracinori s nvtin line. The Engineer of Record gage approval of this item to remain as constructed. Notification came via email on October 3, 24Q5. Work inspected was in compliance with project plans and specifications. If you have questions concerning this report (rpt026swe.doc), please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastem Idaho Manager CC: Cory Roberts, Nielson Bodily &Associates; Val Christensen, City of Rexburg; Shook Construction MATERIALS TESTING it NOW INSPECTION El Environmental Services Val Christensen Citi of Rexburg PQ Box 28€} Rexburg, ID 83440 El Geotechnical Engineering Construction Materials Testina Pro ect, Inspector* Inspection Date: Phone.- Fax: hone: Fax: Other. PAGE #1 OF 1 REVISION DATE 11/1oo FAREPORT \ TERN 1 DAH0\2005 R EP HTS\E500 BEEHIVE FWAPTQB.D0 (208) 359-3020 (2Q$) 359-3022 Beehive Federal Credit Union kyle Kofford September 23, 2D05 HIGH STRENGTH BOLTING INSPECTION REPORT On the above date, our representative performed work on the referenced project as reported below. inspected installation of snuff tight only, full tension/sl" critical turn -of -the -nut method and twist -off bolts were used ("Lejune" bolts), ASTM A325 '/s" bolts with hardened washers. Fayinor surfaces were flush and in full contact, free from paint, oil, etc. Visually monitored turn -of -the -nut method. Visually inspected twist -off bolts; ushers at slotted holes under turning element. Verified all bolts at every connection at all truss to foist to column connections on or under first and second floor and staircases, Note: Need RFI on tum -of -the -nut on column dips, and RFI on snug tight of staircase; drawings call for twist -offs. Work inspected was in cornp�ianee with project plans and specifications, except as noted. Ifyou have questions concerning this report (rj,7t025sb.doc)., please contact us immediately- Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan Ding Easteriz Idaho Matiager - Cory Roberts, Nielson Bodily Yat- Val Christensen Rexburg; n sn bion 1230 North Skyline [Drive, Suite C,. Idaho Falls, ID 8340 ErnaII! e'l"mti@mti-id.com Website- www.mti-id.com MATERIALS TESTING Er INSPECTION ❑ Environmental Services J Geotechnical Engineering 13 Construction Materials Testina Val Christensen Phone: City of Rexburg Fax -1: PO Box 28Q other: Rexburg, ID 8344+Q ProJect: Inspector. Inspection Date; PAGE #1 OF 1 REVISION [SATE 11/4/2005 FAREPORMEA TERN BE E H IVE FC LAR PT0 E,C OC a - - - - - - - T - _ F- - ,-- - - ..-r - r 16..F (208) 359-3020 (208) 359-3022 Beehive Federal Credit Union kyle Kofford September 23, 2005 STRUCTURAL STEEL WELDING INSPECTION REPORT On the above date, our representative performed work on the referenced project as reported below, Arrived an site and inspected welders' qualification papers; they were current. Visually inspected the in- procyress/completed weldiIP ng performed by qualified webers using a GMAW process with E7018/E6022 electr+ades. inspection consisted of single pass fillet welds, multi -pass fillet welds, are spot welds and button punching. Type of r, r% and locations: Lands on staircases, bolting on staircases, hex bolting on on ilTYlfiC ClY17___ii_ _ ■ .. vVLµ11.RL 117 .��a� l��ul, .��11 �:a�� wCIUS, ouiion punch anc1 puddle welds on stairea.se., performed an regular visas for *; inspections performed on latter welds (ref: V All re -inspections engineer, drawing). Note: Need RFI on embed fillets made out of tube steel under main floor. *Ali deficiencies on weds and bolting on earlier inspections have been repaired. Work inspected was in compliance with project plans and speciffications, except as noted. If you have questions concerning this report (rptO24swe.doc), please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Cristopher McMurtrey Eastern Idaho Assistant ,Manager CC: Cor Roberts, 1tChristensen,fit y of'Rexburg- Shook Construction 1230 North Skyline Drive- Suits r, a - - 8242� Fax: 208-529-6911 Email: 9imti*mtHd.,com Website: www..mti-id.com RIALF3MATE TESTING Fi INSPECTION El Environmental Services Val Christensen C ity of Rexburg PO Box 280 Rexburg, ID 83440 El Geotechnical Engineering U Construction Materials Testina PAGE #1 OF1 REVISION DATE 11/4/ 1DO5 R: REPORTS\EA TER D H\2005REPOR 1E 0()B6 - 8EEH1 EF UWPT0 1 SVVE,DOC 11 Snernal I n irye - F- — -IF ;c,..r a I%.e Phone: (20$) 359-3020 Fax: (208) 359-322 ether: Project: Beehive Federal Credit Union Inspector: Kyle. Kofford Inspection Date: September 14, 2+45 STRUCTURAL STEEL WELDING INSPECTION REPORT On the above date, our representative performed work on the referenced pro9 ject as reported below, Arrived on site and inspected welders' qualification papers; they were current. Visually inspected the in- Progress/completed welding performed by qualified welders using a SMAW process with E701$ electrodes. Inspection consisted of singe pass fillet welds, are spot welds, and shear studs on metal decking. Type of connections and locations: Second floor are spot welds, shear studs, bent plate connections, clip connections on columns, K -connections of tube steel ref:0 engineer drawing}. dote: RFS needed on second floor center base place connection; welded instead of b I ing# IP (misplaced hales). '/s" hex head bolts need replaced with twist -ofd at truss connections center overhead on first floor. *FtFI requested on hex head bolting on staircase. Work inspected was in compliance with project plans and specifications, except as noted. If you have questions concerning this report (rpt021swe.doc), please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Manager CE Cory Roberts, Melson Bodily & Associates; Val Cbristensen,ur , h trC ion 1230 North SkyfinDrir Suite C a Idaho Falls, ID ax.-, 208-529-6911 Email: im i t -i , + r Website.- , fi-id. om MATERIALS TESTING £r INSPECTION Q En-vironmental Services Ll Geotechnical Fnglneering Q Construction Materials T t' PAGE #1 OF 1 REVISION DAT -E 11/4/2()05 FABEPORT \ TERN IDAH0 00 REPORT T5008 B EEH I VE FC U\RPTO I8SEW D Sperini 1 rr-firNnc Val Christensen Phone: (208) ss9-�ozo City of Rexburg Fax: (208) 359-3022 PO Box 280 Other.,, Rexburg, ID 83440 Project: Beehive Federal Credit Union Inspector: Kyle Kofford Inspection Date: September S, 2005 HIGH STRENGTH BOLTING INSPECTION REPORT On the above date,, our representative performed work on the referenced project as reported below. inspected installation of full tension/slip critical twist -off bolts ("Cajuns" bolts) ASTM A325 %S" balls per installation verification. Verified installation equipment and bolts using Skidmore -Wilhelm tension mP.asurina device. Note: Washers not in compliance on base plate on bottom of columns. Two column -truss connections do not have twist -off bolts and trussing washers on oversized holes,, Balling in staircase not twist -offs. Work inspected was in compliance with prflject plans and specifications, except as noted. ***RE-INSPECTION/RETESTING REQUIRED If you have questions concerning this report (rpt018sb.doc), please contact us immediately,, Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Manager CC: Cory Roberts, Nielson Bodily & Associates; Val Chn"stensen, City of Rexburg- Shook Construct' I ion 123V NorM Skyline Olive, Suite C, Idaho Falls,ID 83402 208-529-8242 Fax 208- 9-6911 1 Email: eimti.@Mti-id.com Wbit , www..mti-id.com MATERIALS TESTING Er INSPECTION 4 Environmental Services 0 Geotechnical Engineering El Gonstruction Materials Testina Val Christensen Phone: City of Rexburg pax: PC} Box 280 Other: Rexburg, ID 83444 Project: Inspecton Inspection Date., PAGE #1 OF 1 REVISION DATE 1114/2005 F,' REPORMTERN BEEHIVEF0U\RPTO 17 E-o0c J ne i l Ire orti nc (2081) 359-3424 (208) 359-3022 Beehive Federal credit Union Kyle Kofford September 7, 2005 STRUCTURAL STEEL WELDING INSPECTION REPORT On the above date, our representative performed work on the referenced project as reported below. Arrived on site and inspected welders' qualification papers; they were current. Visually inspected the in- progress/completed welding performed by qualified welders using a SMAW process with E7018 electrodes. Inspection consisted of single pass fillet welds and multi -pass fillet welds. Inspected arc spot welds, shear suds on metal decking, and button punching. Type of connections and locations: K -connections., staircase to basement Pref: engineer drawing}. All �-cr�nnections checked vc�ere in compliance. Shear studs in compliance on bottom floor; buttonunchpin compliance; re -inspection complete (faults okay). dote: Staircase connection at wide flange on trip, cut to fit request (RFI)*. Work inspected was in comp Hance with project plans and specifications, except as noted. If you have questions concerning this report (rptOl 7swedoc), please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan ding Eastern Idaho Manager Cory Roberts, Nielson Bodily & Associates; ValChristensen,t1 on 1230 North Skyline Drive, Suite C, Idaho Falls, ID 83402 208-529-8242 Fax.0 208-529-6911 Email. i t O mfi-id. m Website- ww., tkid. om MATERIALS TESTING Fr INSPECTION L) Environmental Services U Geotechnical Engineering LJ Construction Materials Testing Val Christensen Phone: pity of Rexburg Fax : PO Box 280 ether: Rexburg, ID $34- 0 Project: Inspector: Inspection Date; PAGE #1 OF I REVISION DATE 1114/2005 F AH EPORMEA TERN i DA HOT005 R E PORT T 08 - BEERI E FC U\RPTS1 6SWE.DOC Ll a J (208) 359-3020 ()08)359-3022 Beehive Federal Credit Union Kyle Kofford September f, 2005 STRUCTURAL STEEL WELDING INSPECTION REPORT On the above date, our representative performed work on the referenced Project as reported below, Arrived on site and inspected welders' qualification progress/completed welding performed by qualified papers; they were current. Visually inspected the in - welders cicctroaes. mspectecl arc spot welds, shear studs and button locations; shear studs on deck., puddle welds, fillet welds on K -c using a SMAW process with E7018/E6022 at seams. Type of connections and onnections (ref: engineer drawing). Note.- Failed shear studs were marked; button punching insufficient. ***RE-INSPECTION/RETESTING REQUIRED If you have questions concerning this report (r-�t0lGswe.doe), please contact us immediately. Respectfully submitted, MATERIALS TESTING 8z INSPECTION INC. Reviewed by: Dan King Eastern, Idaho Manager CC. Cory Roberts, Nielson Bodily & Associates; Val Christensen, City of Rexburg; Shook Construction 1230 North Skyline Drive, Buba C, Idaho Falls ID 83402 208-'5'29-8242 Email. iM O m i -id. om Website- .mti- d. r MATERtAlS TESTING fr INSPECTION Q Environrnental Services Q Geatechnicai Engineering J Construction MaterialsTestina Val Christensen Phone: City of Rexburg Fax: PCS Box 2$a Other. Rexburg, ID 83440 Project; Inspector: Inspection Date.!, PAGE #1 F 1 REVISION DATE 11/412DO5 FAREP I MEA TERN IDAHO 0 REP RT \E 008 - BEEHIVEFCLARPTO1 E, DOC Ll Sni Insner.-tioncz (208) 359-3020 (208) 359-3022 Beehive Federal Credit Union Kyle Kofford September 1,, 2005 STRUCTURAL STEEL WELDING INSPECTION REPORT On the above date, our representative performed work an the referenced project as reported below. Arrived on site and inspected welders' qualffication papers; they were current. Visually inspected the in- progress/completed welding performed by qualified welders using a SMAW process with E7018 electrodes and verified proper electrode storage. Inspection consisted of single pass filet welds at shear connections on tube steel, K -connections and best plate connections (ref: engineer drawing), Nate: Gridlines 6.3 and 10.6. misplaced shear cannectians. Welded connections have moved, request RFI. Tube steel slobs not radiused; request RFS on bass plates an columns that are welded instead of bolting, ***RE-INSPECTIONIRETESTING REOUIRED Work inspected was in compliance with project ,plans and specifications, except as noted. If you have questians concerning this report (rpt015swe.doc), please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Ilan King Eastern Idaho Manager Cory Roberts, Nielson n Bodey & Associates- Val Christen f 1 r ; Shook Con tion 1230 forth Skyline Drive} Suite C, 1 r ho Fahs, ID 83402 208-529-8242 Fax: 208-529-6911 Ery l: i ti @Mt1-i _C0 Website- www.mti-id-com MATERIALS TESTING & INSPECTION D Environmental Services ZI Geotechnical Engineering Q ❑ Construction Materials Testing Val Christensen Phone: City of Rexburg Fax: PO Box 280 Other: Rexburg., ID 83440 PAGE #1 OF I REVI 10N 0ATE 11/4/2005 FAREPORT \EASTERN IDAH ' 5REPORT T50 ` (3E2H1VEF PPT 1 3SWE.DOC (208)359-3020 (208)359-3022 Project: Beehive Federal Credit Union Inspector: kyle Kofford Inspectian Date: August 23, 2005 STRUCTURAL STEEL WELDING INSPECTION REPORT On the above date, our representative performed work on the referenced project as reported below, ,Arrived on side and inspectedwelders' qualification papers; they were current. Visually inspec�e� th progress/completed welding pee in- rformed by qualified welders using a SMAW grocers with E701 8 electrodes and verifiect proper electrode storage. Inspection consisted of single pass fillet welds and anile butt splices at wide flange to amide flange, angle to drawings)., r- - -01 1, f %.f i 1 11.01 1 angle ledaer connections; all floor connections on main frame (ref: engineer Work inspected was in compliancewith project plans and specifications. If you have questions concerning this report (rpt013swe.doc), please contact us xmmediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by.* Dan ming Eastern Idaho Manager CC: Cory Roberts, Nielson Bodily & Associates; Val Christensen, City of Rexburg; Shook Construct -ion ------- ------ 1230 North Skyline Drive} Suite C, Idaho Fa -11s, I 83402 208-529-8242 F 7 x14'q _208- M- - Email, eimtmti-id.comWebsite: www.mti TEd. MATERIALS TESTING & INSPECTION fl Environmental Services 0 Geotechnical Eng'ineering U Construction Materials Testinn PAGE #1 OF1 REVISION IDATE 12/6/2D05 FARE RMEASTERN DAHO)2005 R ER T \#E50 BEiEH]VEFCU\RPT0 SWE,D0 F) ry of `i ValCh4 -- . . - co — — r– — — 0 %"% * I I r %,?v %_ %.,?.L I W F 1%0 ristensen Phone: (208) 3ff59- 020 City of Rexburg fax : (208) Y)9"3022PQ Bax 280 Rexburg, I] 8344+D Other: Project: Beehive Federal Credit Union Inspector*. Kyle Kofford _ Inspection Date: November 28, 204 STRUCTURAL STEEL WELDING INSPECTION REPORT On the above date, our representative performed work on the referenced project as reported below, Arrived Qn site and inspected welders' qualification papers; they were current. Visually inspected the completed welding performed by qualified welders using a SMAW process with E7018 electra&es and verifted proper electrode storac,e. Inspection consisted of single pass fillet wilds and multi -pass fillet welds at cross -frame connections, Ci1eVi0I7's on east side, second door. *Compete and final inspection.* Note: All welding complete and in compliance with AWS D 1. 1 Structural Welding Code. Work inspected was in compliance with project plans and specificativns. If you have questions concerning this report (rPtO32swe.doc), please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. J Reviewed by: Dan King 'astern Idaho Manager + ry Roberts. Nielson "l y Associates - 7 istensen, City of Rexburg; Shook Construction �5Kyllne Drive, Fax., 20'8-529-6911 Suite C, Idaho Falls, ID -83402 208-529-8242 Email: i t @ mtkid-com Website: www.mti-'Id.co MATERIALS TESTING Er INSPECTION 13 Environrnental Services Val Christensen City of Rexburg Pa Box 280 Rexburg, ID 83440 ASTM C-39 Concrete Cylinder Compressive Strength E Geotechnical Englheering Contractor: S ho'ok Construction Supplier.- Walters Mix ID: 172 Location-. Slab on deck on row D-5 a MIX PROPORTIONS PROVIDED BY SUPPLIER: 13 Construction Materials Testina PAGE #1 OF I REVISION DATE 11/2M05 FAREP RT TA TERN DAI--IO\2005 RE I OBTME 0 - BEEHIVEFGUJ GS- 1701.DOC E n P -r 1ncznr,+;nm&n �-F — I— — —.--.. .. •�r�v%b.rf�I%'-aI rte. Phone-. (208) 359-3020 Fax: (208) 359-3022 Other: Prqicc Credit Union Inspector-- Cris McMurtrey Truck Ticket 01344 TEST PROPERTIES & CONDITIONS: .Size of Load: I I yards Weather Conditions: Partly cloudy Cement (Ibs)- .. .� iNent T + 47 H Ash (lbs). Not Concrete TeWater (gal) - Provided ns p+ + Time Concrete '(ASTM from Ticket)- 6-58am Coarse Agg. #1 (lbs). By Time Representative Concrete. Placed..' 8:00am Coarse Agg. #2 (lbs); The Air Content 2 Fine Agg. #1 (lbs): Redi Slump (ASTM C 143) (*nches): 53/4 Fin Agg. #lh: Mixni Weight (ASTM 138): Yield T I Water Added HCl Water/Garment Ratio: Sampled in aoral ce with ASTM C 17 CvEnders cast in accordance with ASTM C31 , Field 1. -1 h ]k.TFIR ,- tr^7- ba -Sed +ham s '' #-h'� y•.a _,. ;+ °ti •� r• ,r` mar.+�'!! pa—cls , r , +,±� }� F ,. I..4 ■ �iLV��rT�La� ti#°ilY4"J+7�S�l e7r+tr jJL�14.r+i Note: Slump spec 3" ± 199 — air spec 3% maximum. If you have questions concerning this report (c51701.doc), please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by,*, Dan King Eastern Idaho Manager Cory Roberts, Nielson Bodily & Associates* Val Chest ensen, City of Rexburg; Shook Constmcti 9 ion izxju - e o In rive Mite e Idaho Pairs, ID 83402 208-529-82 - iii; e1 � 1 + t -idf ''bit : www.mti-id.com MATERIALS TESTING Fr INSPECTION Ll Environmental Sere*ices Val Christensen City of Rexburg PO BOX 280 Rexburg, ID 83440 Geotechnical Engineering ❑' Construction Materials Yp.. tiro PAGE #1 OF 1 REVSSM DATr= 11,f2J FAREPORTs\ TERN 1-DAHOW05REPORTME50086c - B EEH I V EFC LARPT029SB, DOC F1 0NrVnf-11in1 Phone: (2Q8) 359-3020 Fax: (Z08) 359-302 ether: Project: Beehive Federal credit Union Inspector; Kyle Kofford Inspeciian Date: October 7, 2005 HIGH STRENGTH BOLTING INSPECTION REPORT Can the above date, our representaiiwe performed work, on the referenced P roject as reported below., Inspected installation of full tension/slip critical turn-vf-the-nut method ASTM A325 �/a" dolts with hardened washers. Paying surfaces were flush and in foil contact. Visually monitored turn -of -the -nut method. Verified installation equipment and bolts using Skidmore -Wilhelm tension measuring device. Verified all bolts at every connection at staircases and columns in drive-thru, Work inspected was in compliance with project plans and specifications. ff you have questions concerning this report (rPt029sb.doc),,. please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King .astern Idaho Manager CC: CorY Roberts, Nielson Bodily & Associates; Val Christensen, City of RexburEr 1230 North Skyline Drive, Suite , Idaho Falls' I D83402 r- - - 11 Email: l� t* mt id-com bite: .mtl'-id.com