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Home My WebLink AboutCOM2014-00143 Materials Testing - COM Engineering / Geo-Tech Reports - 3/25/2015 Materials Testing & Consulting, Inc. ""'` Grokcllnical FmSW^erirrs&Consulting a Special Mepertial•Malelialr Tayoint•finvirvnmeetal Canwltir; MKon Fogirrof Anwunce Sinn IMI Ot w The HUB Center for Seniors - 15KO09 - Field Report: Concrete: Report#F64146 CLIENT Faith in Action West Sound DATE 03/25/2015 PROJECT LOCATION 111 NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 03/25/2015 Time Onsite: 10:00 AM Weather Conditions: Cloudy,40s F. Inspection Performed: Concrete Comments: Onsite to perform concrete placement observation and sampling for footings.Met with Lonnie Woods with PHC Construction. Sheets:S1.0,S2.0. Details:N/A Location:Footings at A-U1-17(excluding continuous footing at A/14.9-15 and A-A.1/15). Level:Foundation. Elevation:See plan. Observed the placement of 25 CY of concrete mix design#61944 into footings within the locations noted above. The reinforcing steel was inspected by Mason County Inspector per Lonnie Woods with PHC Construction. Concrete submittal for the mix noted is on file with the general contractor. One set of 5-(4"x 8")cylinders were cast for compressive strength test specimens.Temperature and slump tests were performed. Reference report#C39381 for more information. Concrete was placed by boom pump and mechanically consolidated with high-cycle vibrator. Work performed,that was visually inspected was found to be in conformance with project plans dated 02/12/15,and applicable code. Images: Mwr�gMt+�blrw�Iw�rrrr�IrbrrwK brwrr�tr�►rllriuM►arle�IwrwFa.Jlrerasnrw4ilMeMa�MwYYr�R4efJkw.�NAwlrlw�br �dw�N.a�rArk7rn oesnl�r a^iawepnYanA,M�rar Hnir qni.C 3409•1013 INnfrlrle Trnlal l C'nruWal.loc All rl{r.r ru4rre4. Corporate • 777 Chrysler Drive+ Osrliaptea,WA 00235 0 Phone 3".765.10"• Fan $60.756.1900 SW Region • 211S Block Lake Blvd. S.W.•Olympia. WA 98312 o Phone 360.334.97t7 • Pax 360.334.9779 KW Region *SO$ Dupont Street, Suite 5 o Aelliayham,WA 9822$o Phone 360.647,6061 o Part 360.647.81 It Yisir our websile: www.mtc inc-net The HUB Center for Seniors-15K009,0312512015,#F64146,Page I of 2 Materials Testing & Consulting, Inc. G-*rchnic:rl i'rwinreri"S d f ifflu"n{a spednl 1 1%Twing t En.-ir.mmrnlal Cowalli C F.ar�,wrrtredAnnron.v.Simv IfSS'1 �{ ON 1 r. 4 k a a , ` . azsa:.. •. .�:.. s .. tan �. UPLOADED:03/26/2015 11:07:00 UPLOADED:03/26/2015 11:08:00 REPORTED BY:Leland Watkins REVIEWED BY:Deane Ramsdell,Project Manager M,r,arl.artrtAb'Mw,WIR�w,aadr�,vMF r!►0 A,agwllwalM i tallwkl/r4'Alo! qr Va4wo M.awMRmw nn ftmar,aPVft*mime 34-H•I11]Mu#rbla rvw.o a Cafamwol.inr All rlgYu rurr,". Corporal* • 777 Chrysler Drive * Burlington, WA 9823S* Phone 360,733.1990• Fox 36111.756.1960 SW Region • 211S Black We Blvd. S.W.*Olympias.WA 90312 * Phone '460,534,9777 * Fox 360,534,9779 NW Region • $05 Dupont Street, Suite 3* Belii■yham,WA 9622$• Phone 160.647,6041 • Fax 360.447.111 11 Visit our websile: www.mtc-inc_met 77ae HUB Center for Seniors-15K009,0312512015,#F64146,Page 2 of 2 Materials Testing & Consulting, Inc. t:!rA".-finirtl I'Minetrinp A CunwMina•Special Impectirm o Mnik-rinl.Ttomg•F.nrinnlmental Cnnmllim The HUB Center for Seniors - 15KO09 - Compression Test: Concrete: Report #C39381 CLIENT Faith in Action West Sound DATE 03/25/2015 PROJECT LOCATION 111 NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 03/25/2015 Time Onsite: 10:00 AM Weather Conditions: 'Cloudy, s4040 F. Inspection Performed: I Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Footings at A-L/1-17(excluding continuous looting at A/14.9-15 and A-A.1115). Sample Location: Footings at 13/5 Contractor:FHC Construction _._ Subcontractor:'N'A Supplier/Plant: Port_la_nd/778al _,_ Qty Placed,Cu.Yd.:�� Slump,Inches(ASTM C-143)or W/C Ratio: 4.5 Concrete Temp,OF(ASTM C-1064): 52 Delivery Ticket#:[I 1 16128 ] Job Spec.Slump: 4+/-1 Ambient Temp,OF: 46 Truck#:[7162� Air Content,%(ATSM C-231): N/A Min Temp,OF:❑ Batch Time:[9:29 am Job Spec.Air: N/A Max Temp,OF:❑ Sample Time: 10:21 am Mix#and Proportions: 61944,9 CY. Cement,lbs.: ,600 Coarse Agg,lbs.:#f57-16,920 Admixture,ozJcwt: Flyash,lbs.: Coarse Agg,lbs.: Sla -630 Admixture,oz./cwt: -� Water,gals.: 109.1 ^� Coarse Agg,lbs.: Admixture,ozJcwt:�- Fine Agg,lbs.:114,800 Coarse Agg,lbs.: Admixture,ozJewt: 0 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 03/26/2015 Sample Set I of I I cpc 01(compression Test: oncrete(ASTM C-39) Lab Tests: Test Total Sample Dim. Sample Comp. Break ASTM ASTM New Log# Age Date of Test Load Area(Sq. Strength Tested By (Da)s) (Lbs.) (In.) In.) (PSI) Type C-617 C-1231 X22 7 04%01/2015 43.120 4.01 12.63 3,410 Matthew O Donnell ❑ ca 813 18 04/22/2015 74,115 4.01 12.63 ] 5,870 Matthew O Donncll _ 3 ❑ 824 28 04/22/2015 69,935 4.01 12.63 5,540 Matthew O Donnell - 7 ❑ 825 28 04/22/2015 1 70,425 4.00 12.57 5,600 Matthew O Donnell 0 ❑ 826 L11 0 ❑ ❑ REQ'D F8 3-000 Remarks: eference report number F64146. REPORTED BY:Leland Watkins REVIEWED BY:Curtis Shear,Lab Manager AIIwwMAMfwbtr�►dlrvr.....-�-+.whhKwl.M�.rtPl�+^Ia nAn.w.h plrR Mwtwl.�,.tllR7er••swF/MeMewNFiw1Y/nplf rraMrs.t•eM.wlaMwkrM!�rAt�dfVnM.awMktA t/ ott7erw�rn�0wa•ao Ytetw,tip,i•ty titwsigrr+/.O 1006-3113 Mntrlttt Tntlae a Ctwruwal.one All ri�Yu nttrr r-�. Corporate • 777 Cbrysler Drive 9 Burlington,WA 98233• Pltoae 360.7d13.1990* Fos 369.7$5.1980 SW Regloo • 2118 black Lake Blvd. S.W-* Olympia. WA 90512 * Phone 360.334,9777 * Fax 360,$34.9779 NW Reglott * 110 Dupont Street, Suite 5* Belliagham, WA 9822$* Phone .160.647,6061 - Fax 360.647.2111 Visit our website: www.mkc•iac.zet The HUB Center for Seniors-15%009,0312512015,#C39381,Page I of l Materials Testing & Consulting, Inc. "�` Gwolleclinie�l Fnypr.rering A f Frnwhing►Spntiel Inspection►Mnlerish Ta+ting►Fnvir.,nmrnlal t"a.rmlli+� Enrelrn Riid At rn t° n.v.Gimv IPA The HUB Center for Seniors - 15KO09 - Compression Test: Concrete: Report #C39469 CLIENT Faith in Action West Sound DATE 04/06/2015 PROJECT LOCATION 111 NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 04/06/2015 Time Onsite: 11:00 AM Weather Conditions: Cloudy,40s F. Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Stemwalls At A-L/I-17. _ Sample Location: Stern ally At A-L/1-17. Contractor:F11C Subcontractor: P11C J Supplier/Plant-C'alPortland Qty Placed,Cu.Yd.: 10 of 23.5� Slump,Inches(ASTM C-143)or W/C Ratio: t, Concrete Temp,°F(ASTM C-1064): Sq u Delivery Ticket#:�l 122984- Job Spec.Slump: q+/-1 Ambient Temp,°F: Truck#:[7223 Air Content,%(ATSM C-231): N/A Min Temp,°F:❑ Batch Time:[11:43 am Job Spec.Air: N/A Max Temp,°F:❑ Sample Time:�l2 25 pm Mix#and Proportions: 61944, 10CY. Cement,lbs.: 980 Coarse Agg,lbs.:#57-18920 Admixture,oz./cwt: S1ag-690 LBS Flyash,lbs.:I Coarse Agg,lbs.:I Admixture,oz./cwt: Water,gals.:1144.7 Coarse Agg,lbs.: Admixture,oz./cwt: Fine Agg,lbs.:116280 Coarse Agg,lbs.: Admixture,oz./cwt:�— 10 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 04/07/2015 Sample Set I of 1 Type of Compression Test: roncrete(ASTM C-39) Lab Tests: Test Total Sample Dim. Sample Comp. Break ASTM ASTM New Log# Age Date of Test Load (In) Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) In.) (PSI) _ — - — IF 913 7 04!13/2015 47,770 4.01 12.63 3,780 r, Matthew O Donnell 3 ❑ ED —914�L 28 05104'2015 66,885 4.01 12.63 5,300 Matthew O Donnell 2 ❑ 915 28 05'04 2015 70,700 4.00 12.57 5,630 Matthew O Donnell 2 ❑ 916 C 28 05 04 2015 72,060 4.01 12.63 5,710 Matthew O Donnell 2 ❑ 917 Ell 0 ❑ ❑ REQID 3.000 Remarks: �efcrence report number F64380. REPORTED BY:Leland Watkins/Matt O'Donnell REVIEWED BY:Harold Benny,Lab Manager M RwR1#1r+�1�r.MOba,rif rd�YrlFM.boosYprotm" ManFt•ewoll sop" ewNn/M.6r, p- IYanr+grtdb andwrnaM.a�FMkw� nonT6Aas - ow .is�/IrM/erYpu Brae qn•�.t+ W11-2i12 Muorll Is Futuna a Cuwld,q.Inr All Flails retort". Corpnrate as 777 Chrysler Drive+ Burlington, WA #0233 + Phone 360.75l.1990+ Fox 366.736.1"s Sw Regtno + 211i Black Lake Blvd. S.W.•Olympia. WA 90312 • Phone 360,334.9777 + Fax 360,534.9779 NW Rrglon • 805 Dupont Street, Suite 5 • Belllligham, WA, 91122S ts Phone 360.647,6061 • Fax 360.447,411It Visit our website: www.mtc•iec-aee The HUB Center for Seniors-15K009,041062015,#C39469,Page 1 of I Materials Testing & Consulting, Inc. Gmk,llnW FeagileresiM&Cuawkinu•5pedal Impectiolt•Maler♦ale Taetmr►F.nrinmmenlat Cexwllins F.a�iwemif Anmv�enr$awn 11Vt1 �e The HUB Center for Seniors - 15KO09 - Proprietary Anchors: Report#P12291 CLIENT Faith in Action West Sound DATE 04/06/2015 PROJECT LOCATION 111 NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 04/06/2015 Time Onsite: 11:00 AM Weather Conditions: Cloudy,40s F. —� Inspection Performed: Proprietary Anchors Field Data: Base Material: E Concrete E Un-cracked Thickness in inches: 12 Specified Compressive Strength in psi:r3,000 Hole Data in inches: Depth: L I Edge Distance: ( End Distance: 12 Diameter: .625 Spacing: E Clean OO Drilled O Cored Mechanical Anchor Data: Type: Length in inches: 0 Diameter in inches: Torque(Ft.Ibs.): ❑ Setting Tool Present Adhesive Anchor Data: Product Name: Simpson Set XP Batch#: 015S006S_= -- - -- - — Location: Stemwalls D/I 5 And 11/13-14. � Exp.Date/Shelf Life: 07/2016 Number of anchors: 12 Anchor Length in Inches:® Anchor Diameter in Inches:t5 E Anchors installed in accordance with manufacturer's instructions,specifications,and corresponding evalution report(ER-2508) Reason for Inspection: E Shown on plans or specs ❑ Intentionally omitted during original placement ❑ Re-inspection* E Needs Engineer's review and acceptance* E Reinforcing Bar ®Holes properly cleaned prior to epoxy installation Remarks: Revised report:received engineers acceptance of epoxy anchored rebar in email dated 4-6-2015 Sheets:S1.0,S2.0. Details:Notes,Mark C HDU11/S1.0. Locations:Stemwalls D/1-5 And H/13-14. Level:Foundation. Observed the contractor epoxy(2 per holdown)#4 dowel x T with 6"embed,12"minimum edge distance into footing for added rebar at HDUI 1 Holdowns within the locations noted above.At D/1-5 had(4)holdowns and H/l3-14 had(2)holdowns. •**•Engineer needs to approve drill and epoxy of added rebar not installed at time ofconcrete placement.Please verify minimum embedment depth and type of epoxy to be acceptable. All holes were blown brushed and blown clean.All work was performed per the manufacturers printed installation instructions. M eiwle�gelrwtrweneFlecre�sed�a.M1�a++0 Are-1ti„e,Uo�lapMri.Jt[ �i�vwl.er.il,tRrf�[wAwtw�wNawdMnilrwalr 'Mew, s, lisiwfMs4�1�M ��rw/nnib.iewAMiwe oeanwhes�nc^iy e,r n{ro Mxar.d lneM�ar Mlwepwnt.Q 1401-1111 Mauerlale realist A Ceuulale/,lee All ri{Io ruarre4. Corporate • 771 Chrysler Drive • ■arlingtoa, WA 91233 s Phone 3".711S.1lf0• Fax 360.71115.1980 SW Region • 21IS Black Lake Blvd. S.W.*Olympia.WA 9SSI2 0 Phone $60.334.97t7 • Fax 360,534,9779 NW Roglotl * 1105 Dupaet Street, Woe S• Selli.Qham,WA 9822$* Phone 360.641.6061 • Fax 360.647.1li 11 Visit our website: www.mtc•ioc_nel The HUB Center for Seniors-I5K009,0410612015,#P11191,Page I of 2 i Materials Testing & Consulting, Inc. 'Xm Geolmlinkcal F.ngkww R d ConwMina a Special Insptttism•Malarial,Tratine•Ftivininmenlat Complli.¢ EaiX orwd 4"wunne Sint I#A'l Images: AIL . ...... ----- • * p ! h � UPLOADED:04/06/2015 15:01:00 REPORTED BY:Leland Watkins REVIEWED BY:Deane Ramsdell,Project Manager M pMaw11dw1MwrpryafAew.tcMAwNMlw4►wHwAY.+AM/r•sA.rtwAMtw� pw•�h�rM�'y ow nn Yennd/a,liq ar+rwt pn•rt.c mos•7\i]mortriUt retriq a ce2sumal.ha All riaiu tu4r.94. Corporate • 777 Chrysler Drive• ■erlingtoa,WA 90233• Phone 360.7341.1994• Fox 360.755.1990 6W Region • 2113 Black make Blvd. S.W.*Olympio.WA 98312 • Phone 360.334.9777 « Fax 360.534,9779 NM Region + SOS Dupont Street, Suite 5+ Bellingham,WA 9922S• Phone 360.647.6061 • Fox 360.647,111 it Visit our wehsile: »ww.mtc-ior.eee The HUB Center for Seniors-15X009,0410612015,#P12291,Page 2 of 2 Materials Testing & Consulting, Inc. Crolechnicsl fagonrwing ii Cnnwllinp a Special Iropection•Mrarriah Ta46ine►Environrnmlal Caawllire faxirr#md Anaronce Sun 1141 �c The HUB Center for Seniors - 15KO09 - Field Report: Concrete: Report#F64380 CLIENT Faith in Action West Sound DATE 04/06/2015 PROJECT LOCATION I I I NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 04/06/2015 TIme Onsite: 11:00 AM Weather Conditions: Cloudy,40s f. Inspection Performed: Concrete - � Comments: Onsite to perform concrete placement observation and sampling for stemwalls.Met with Lonnie Woods with PHC Construction. Sheets:S 1.0,S2.0. Details:N/A Location:Stemwalls at A-L/I-17(excluding stemwalls at A/14.9-15 and A-A.1/15). Level:Foundation. Elevation:See plan. Observed the placement of 23.5 CY of concrete mix design#61944 into stemwalls within the locations noted above. The reinforcing steel was inspected by Mason County Inspector per Lonnie Woods with PHC Construction.Reference report P12291 for epoxy dowels placed at holdowns mark C HDU 11. The contractor has placed a single nut on the bottom of the HDU 11 V diameter threaded rods at D/1-5(2 total)and H/13-14(4 total). Concrete submittal for the mix noted is on file with the general contractor. One set of 5-(4"x 8")cylinders were cast for compressive strength test specimens.Temperature and slump tests were performed. Reference report#C39469 for more information. Concrete was placed by boom pump and mechanically consolidated with high-cycle vibrator. Matt O'Donnell was on site for training purposes. Work performed,that was visually inspected was found to be in conformance with project plans dated 02/12/15,and applicable code. Images: tilt..r..� ..k.«..l.r.•....l.,.,.,.r,...a A•.�.rtlwl-rl Flrirr..�r+Yrr.l.M.�..11�c.w.rwMMeMewnMwW rrTn74f arlv■s.wrw�wlarlwMrllirA_�#wlw�Y.enwMRwe r.rr:srrrrrrp.cYy e.rrq..,•f.Rar•.J x+[v�ar titan grr•rl.r 71Qr 7r1]Mu[rla lr Trrelar•Cr[[ulrlar,tar All rl�Mrr r[r[rr�. Corporate • 717 Chrysler Drive+ Burlington,WA 9023S• Phone 3611.70l1.19"• Fox 1160.7115./9110 SW Region • 21IS Black We Blvd. S.W.•Olympia. WA 98S12 • Phone 360.334.9777 • Fox 360,534,9179 NW Region • 105 Dupont Street, Suite 3• Belli■lham, WA 9822$• Phone 360.647.6061 • Fax 360.647.8111 Visit our website: www.mtc-iac.oer The HUB Center for Seniors-15g009,0410612015,#F64380,Page 1 of 3 Materials 'Testing & Consulting, Inc. Gtwtecitnkal Et+4iweeritts d'C+ntwltin�a 9prtitil M+txcti�m•�lalerial.Trfting}F,n.-nrmmtmial Cartsvllit¢ F.agivormd A-urunrw Sinn Ilu4I ac ` a •. r ,r tti a h a. _ mot' •- r 'w r UPLOADED:04/06/2015 14:45:00 UPLOADED: 04/06/2015 14:46:00 Out""ftq tt"to Nwrsllwwi 'sww &.4"'4.4'.wwrlw•n+1t*r•MY*n krMit w4 fflw#m.d1@V rw rA-0141 er*r—f*w MI r"'a-14 Okv%Q4e4w6w1rw"Om r111 10, #sYlt*aM.rlwMlt�w ona+h—mpn*'q*rerrn f 34*0-3012 Hawlslt rwins it{'rrrulvief.tnr. All rl#ijr rel#rrrt. Corporate * 777 Chrysler Drive * Burlington, RYA 9$233* Phone 36A.733_1990* Fos 364.7116.19$0 Still Region * 21 it Black Lake Blvd- S.W.*01Ytnp1tl, WA 90512 * Phone 360,534,4777 * Fax 360,S34,4779 NW Region e 1:0 Dupont Street, Suite S• Rellingham, WA 9822$* Phone 360.647.6061 * Fax 360.647A111 Visit our website: www_mtc•inc_acr The HUB Center for Seniors-15K009,0410612015,#F64380,Page 2 of 3 I` 1 .iatedals 'Testing & Consulting, Inc. Gr*k%llnical F.weiwM6M COWAPIRing a SPMUI Ialp il," %imlevial,Tc+finp!F.m inmmeml:rl f'n.rcu 16V !.s�irr�n�'Anurnnn.Sinre+794S! k`'`wt�e. �i' �. ih UPLOADED:04/06/2015 14:47:00 REPORTED BY:Leland Watkins/MattO'Donnell REVIEWED BY:Deane Ramsdell,Project Manager All wM4+wlraal�nwnWMa�r•rWra+eMhtna#Arp+mom0A 0, �t nlwsh.awMkww nn ftmw+npv4lrgwnp 14J1 •1112 Mntrlrals Trarrinl A Crlrulalral.Inr All ri►Irrr rI4*rrt4. Corporale w 777 Chrysler Drive+ 9nrlingtea,WA 98233* Phone 3611.7lEi-1990• Fos $60.7$5.1988 SW Reglaa • 211E Black Mite Blvd. S.W.•Olympia.WA 98312 0 Phone 360,334A?T7 « Fax 360,334.9T19 NW Region • SOS Dupont Stttetr Suite S. aellieyhom, WA 9822S+ Phone 360.647.646t * Fax 360.647.Si 11 Visit our wehsite: www.mtc 6nc_met The HUB Center for Seniors-15K009,0410612015,#F64380,Page 3 of 3 Materials 'Testing & Consulting, Inc. Genftch"I al Eweplw�&Conwlline Spainl In�prstiun Flel�iale Te9tme►Fnrirtmmrnlal CotrKvlliept The HUB Center for Seniors - 15KO09 - Field Report: Concrete: Report#F64487 CLIENT Faith in Action West Sound DATE 04/10/2015 PROJECT LOCATION 111 NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 04/10/2015 Time Onsite: 7:04 am Weather Conditions: Cloudy,40s f. Inspection Performed: Concrete Comments: Sheets:S LO,S2.0. Details:N/A Location:Footings J-H/8-9. Level:Foundation. Elevation:See plan. Reinforcing Steel Placement: Observed the placed ASTM A615 grade 60 reinforcing steel into footings within the locations noted above. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and secure prior to placement of concrete. Embeds:N/A Anchor Bolts:N/A Concrete Placement: Observed the placement of 3 CY of concrete mix design#61944 into footings within the locations noted above. Concrete submittal for the mix noted is on file with the general contractor. One set of 5-(4"x 8")cylinders were cast for compressive strength test specimens.Temperature and slump tests were performed. Reference report#C39512 for more information. Concrete was placed by truck chute to excavator bucket into footings and mechanically consolidated with high-cycle vibrator. Work performed,that was visually inspected was found to be in conformance with project plans dated 02/12/15,and applicable code. Images: M SMat„rtrt*b rrwnMMaiwa.ed.wa�ah e..d Ar�wt�tt�m��r..a.w�h r+Me tN Mnf.n.11l,rr�s�rt wFMMwhawMr�hl/rrRydaMe�.s�rwfwlratMMlM'Mr1r.�t+M*Me.nwtMws ntrrrhn reee�tYywtrq�ntNarmWaieedKyer•irrr tppa./.f Hoe- ivi3 llstrrwe Tl ins ■Casrumna.apt All r1wa rear.*a. Corporate * 717 Chrysler Drive* BsrlinRtsa, SPA 0823E* Phose 360.7SS.1990* Fox 360.793.1980 SW Region • 21IS Block Lake Blvd. 3,W.*Olympia. WA 98312 • Phone 360.334.97t7 * Fax 360.334.9779 N W kcielon * 603 Dupont Staect, Suite 5* Bellialham, WA 9822$* Phone 360.647.6061 * FAK 160.li47.91 it Visit our Wehsite: www mic•inc.aer The HUB Center for Seniors-15K009,0411012015,#F64487,Page I of 4 Materials Testing & Consulting, Inc. GeMeciinkat P.IMwenift Ik Cwunwhing a Spednl Inspedirm•A1>tIr rial.T4 mtinx 0 Enrarnnmewil-A('tntdla*r} F.aX�lrs*r�d Annrnnn burn 19ui? ■■ p. f _ I .era. '-aY� �,_ ,• ,,.m, ,r.y,'+P �.. . W.. "t I� -ILA A, UPLOADED:04/10/2015 08:51:00 UPLOADED:04/10/2015 08:52:00 1 AM RIM,*Irw�mRwrJY�N;wrx r�}.Arv4RKr�.AIe'w gllwPPta rKa..w.h rlMlc wi*RRiYw./i RPwrrR wFM/Ri■Mawirl i Anpr�jnfl1k NNrenrimsti"A" will s It rs/I�r�h.rtR114r►.*l� r'—lira Wvlea—nrm,Nzrr.N¢rc+r`o-/-u arrurr gr.rl.f 7id1 -IIIIN swirls it 7rrrino are rruiono.Inr All rl{irr rrrrrrfl. Corpornle • 777 Chrysler Drive a ®arlington, WA 9023S* Phone 3d9.7.4$.1990* Fos 364I.7S6.19611 SW Rellap * 21 IS Black Luke Blvd. S.W.*Ol mpis,WA 98y12 * Phone 360.334.971`7 * Fax 360,534.9779 Not keglpa * $05 Dupanl Sheet, Suite 5 * Beiliaphaln,WA 09225* Phone 360.647.60b1 * Fax 160.647.401 11 Visit our welisile: www.mtt ioc_nce The HUB Center for Seniors-15X009,04/10/2015,#F64487,Page 2 of 4 Materials Testing Consulting, Inc. "re fi nical 1'"iwwinz A rrmulkiing•Sp eciwl In+txctinn a Mwtariai:Tc'Sme a Em*unrnental CamlehtM Ew n4Anw+m1 Siw*101 N(r Opp yy B , �.gc.•yam ..,.. ... u 4 m➢^� .2� M.� r OWL imf- f „.. v « , r „?irk,— +. ` ,,. � , • 'jr',l�r k, a Y r a , rye , _ e a UPLOADED: 04/10/2015 08:53:00 UPLOADED:04/10/2015 08:53:00 Mra,Ab wrlrwh,rwgPMeri**wr}rwwrM, if- I #rqq jd ka 'w1wAwiaft"M101 1 NOW I wN.fewM+"s anmrhew rrq,nwq srwpwu NswnApuNy Mwwgrn*.C 1*49-1112 Mnrrlslr rowag it Cwuulrl,p,Im- All rIgMe reair,". Corporate * 777 Chrysler Drive * Burlington, WA 02233* Phase 36 JAS.1990* Fos 3641.753.1900 SW Region • 21IS Black Lake Blvd. S.W.*Olympia. WA 90512 * Phone 360-334,9717 * Pez 360,534,9779 NW Region • 80S Dapaat Sucet, Sure S* Seillolham, WA 9822$* Phone 360.647.4061 * Fax 360.647A111 Visit our website: zwp—mlc Inc net The HUB Center for Seniors-15K009,0411012015,#F64487,Page 3 of 4 Nffc \ Materials Testing & Consulting, Inc. Ge*4t%lnW fatiomwft8r Cgnlultinp a Special Inspection•%Wt inh Te%tmu►F:n0n,"menlal Cmwt-11iff% Esgiwwrrd Anmmnre Sing If*/ � .,Tr•iorr - •4 t S� l UPLOADED:04/10/2015 08:58:00 REPORTED BY:Leland Watkins REVIEWED BY:Deane Ramsdell,Project Manager M rRnllerTPR1+,�h.,.n.a�.:,n..,,,.•1...,R.a,R.K,A,.TR,RnFr1tiT„If�nTeR.n.k lvMt wi aewka.Al Tr1T!lRrR.An/rRtnlRo..tan�ldwwalrntgew.�t<wow+dlnl.-/M+RMj.+,r.sh..MR.awMRw. rrrr„ttrn rnARdiywnpan Mswnol O�c.Ila�ar rip.gr.+Rl.Jr, 3401•]112 Mntrl.is rot,.in# A Ca Inr All riFYT.RtT�rr,�, Corporate • 777 CYrysler Drive+ Barlingt•o,WA 90233• Phone 160.755.1994• Fos 366.785.1980 SW Region • 211E Black I,ake Blvd. S.W.+Olympia.WA $0312 • Prone 360.334."77 • Fax 360,334.9779 NW Region • $03 Dupael Stiect, Salle 5 + Bellialliam,WA 98223* Phone 360-647,6061 + Fax 360.647AI I I Visil our wehsile: www.mtc inc_ne1 The HUB Center for Seniors-15K009,0411012015,#F64487,Page 4 of 4 Materials Testing & Consulting, Inc. Grawimiml Fngkonciall A C4*nw4in¢•Spwiel in%pKtirm•Mmms1%Ted a FnYiroan�eatalCSwewiNae Eapaarsrnd dnurnnnr iinrt a'3A'! �!^'r•:'+"� The HUB Center for Seniors - 15KO09 - Compression Test: Concrete: Report #C39512 CLIENT Faith in Action West Sound DATE 04/10/2015 PROJECT LOCATION 111 NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 04/10/2015 Time Onsite: 6:30 am Weather Conditions: 1 Cloudy,40s F. Inspection Performed: Compression Test:Concrete _ Field Data (ASTM C-31): Location of Placement: Footings.1-1 l �- Sample Location: Footings J-H/8-9. Contractor:PHC Subcontractor:PHC Supplier/Plant:Ca1PortIand Qty Placed,Cu.Yd.: 3 Slump,Inches(ASTM C-143)or W/C Ratio: 4.5 Concrete Temp,IF(ASTM C-1064): 50 Delivery Ticket#: 1125929 Job Spec.Slump: 4-- I Ambient Temp,IF: 40 Truck#: 7276 Air Content,%(ATSM C-231): N:A Min Temp,IF: Batch Time: 6:35 ant Job Spec.Air: N A Max Temp,IF: Sample Time: 7:15 am Mix#and Proportions: 61944.3 CY Cement,lbs.: 12 10 Coarse Agg,lbs.:#5 7-5540 Admixture,oz./cwt Slag-200 LBS Flyash,lbs.: Coarse Agg,lbs.: Admixture,oz./cwt: Water,gals.: 48.6 Coarse Agg,lbs.: Admixture,ozJcvd: Fine Agg,lbs.: 4840 Coarse Agg,lbs.: Admixture,ozJcwt: 0 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 04/13/2015 Sample Set 1 of 1 Type of Compression Test: 'Concrete(ASTM C-39) T' Lab Tests: Test Total Sample DIM. Sample Comp. Break ASTM ASTM New Log# Age Date of Test Load Area(Sq. Strength Tested B} (Days) (Lbs.) (in.) Area (PSI) Type C-617 C-1231 970 7 04'17"2015 40.315 4.01 12.63 3,190 Matthew O Donnell _11 ❑ 071 28 05+08'2015 65.730 4.01 12.63 5.200 Matthew O Donnell ❑ 972 28 05/08'2015 64.305 4.01 12.6; 5,090 Matthew O Domtell ❑ 973 28 05,082015 68.975 4.01 12.63 5.460 Matthew O Donnell ❑ 974 H 0 ❑ ❑ REQ'D 28 3.000 Remarks: Reference report#F64487. REPORTED BY:Leland Watkins REVIEWED BY:Harold Benny,Lab Manager Rne.na.w„u+.++t,..+:.s°-c«.,,.,w-..i.rh t+.c •.rr..;,.�«.....a4i:s.+!Fr rMr:,.r4.�.,M.r+..d��s.-r..r+.a,►..,Xw},:oe.! !!s•..«...r,+�aa.,..e,�tn...A.�lAyfl!...r�esc+wr.«.4w.,.. rwrnn.ttin✓ne •:r rncn+rxwnad acnlle*artr�sgma? a :i0f :tt� Msrrr is tsr:r.1 k t°a•rul•.ta{�,srr 41! r:A..Mer rs»i rr s4, Corpttrate • 777 Cbrycler Drive • barlingtre, WA 9k233 . Pharc Jdb.75S_tylb• Fait 166.115.1986 SW Region • 21 IX Bract t#t;! Illvd. $.+A'.• 01l tnpla, 'A-t 9W: IZ . Phone 36CIA,14.917' Fat 1601 $,14,91119 NW Region 905 Dupt+al Staaet, Suite 5 • lleiliagham, wA 9k22S • Phone 3641.641.606I - Fat A60.647.91I I Visit our website: www.mic i c_ r: The HUB Center for Seniors-15%009,04/10/1015,#C39511,Page I of] r Materials Testing & Consulting, Inc. "`''` Ceakcillikel F.rgierersrVp d ComvAine•Spechll Inspection a Mid rids Theme►F,nrirnnmralal Com0i.q Freiw�erwd Arsw antv.iiwcw IN/ �c The HUB Center for Seniors - 15KO09 - Field Report: Concrete: Report#F64804 CLIENT Faith in Action West Sound DATE 04/23/2015 PROJECT LOCATION 11 1 NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 04/23/2015 Time Onsite: 12:30 pm Weather Conditions: Rain,40s C Inspection Performed: Concrete Comments: Sheets:S1.0,S2.1. — Details:Notes/S1.0;1,5/S2.1 Location:Footings A/14.9-15 and A-A.1/15,Elevator Pit Walls J-H/8-9. Level:Foundation. Elevation:See plan. Reinforcing Steel Placement: Observed the placed ASTM A615 grade 60 reinforcing steel into footings within the locations noted above. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and secure prior to placement of concrete. Embeds:N/A Anchor Belts:A307 5/8"diameter x 12"long placed at 48"o.c.with 7"min.embed for foundation stem walls.Anchor bolts at elevator pit were not placed at this time.Anchor bolts will be placed in with slab on grade to pit walls. Concrete Placement: Observed the placement of 8 CY of concrete mix design#61944 into footings and walls within the locations noted above. Concrete submittal for the mix noted is on file with the general contractor. One set of 5-(4"x 8")cylinders were cast for compressive strength test specimens.Temperature and slump tests were performed. Reference report#C39645 for more information. Concrete was placed by truck chute into footings and walls and mechanically consolidated with high-cycle vibrator. Work performed,that was visually inspected was found to be in conformance with project plans dated 02/12/15,and applicable code. Images: Aa"ft4Wr wy P' wr.,r,rat 04 VNWM.dl 0trawAYnrrrlp,werar t1taw.tr05041$*"ArI Al a.-arwmewN.wollark 0 ar ors*hwr'a��wngru 1,swmU rruYeaur Use ilrr•tl.C riJI.2113 Nutritls Tostiw#A Couultlq,Inc All rlslo ruirrd. Corporate * 777 Chrysler Drive * Ynrlington, WA !8233* Phone 3N.7SS.1990► Fox S60.755.148s SW Realon * 21IS Black Luke Blvd. S.W.*Olympia,WA $0512 * Phone 360.334,f777 * Fox 360,534,9779 NW ReBlon * $05 Duponl Slice(, Suite 3 * Relli.yhom, WA 9822S o Phone 360.647.6061 • Fax 160.647.0111 Yisil our wellsite: vrrrrr.mtc-iecmee The HUB Center for Seniors-1 5K009,0412312015,#F64804,Page I of 3 I Materials 'besting & Consulting, Inc. MTC Ceotccimical Frlgi wr ns-A(im—Aillinr a Special 1n+prcticm•Material+T"6ne•Enriremmental Caewollwe Lngiertd Aeraronn Cure I*I t ♦{ re r a _ i S ly i. AW- roc• .. r�. r-' I I •Itl a tir i • C UPLOADED:04/23/2015 16:13:00 UPLOADED:04/23/2015 16:13:00 Elevator Pit Walls Footings with stem walls. Aa wwbgMf wbre eeedlw�w�enle�sl�h eeeei Meeerneilwrola►,aAee•w�Y.ryMelrl.i.wrree.dlR*er*�[wMMMoMawNMwM�AsgMdkw.wr�Mwf.IrwM rMi�s*+iwlewwA.nMMww a*serhw ee��wey off""M rerwrM heftier%omwv4.t 2401-2112 Mualele Teetlal i Claeolebl.Ier All r1{1v ru4rr44. Corporate • 777 Chrysler Drive * \nrlingten,WA 91123E* Rhone 3N.755.199Q• pat 364.755.19116 SW Region * 2118 Black Lake Blvd- S.W.*Olympia.WA 98512 * Phone 360.334,9 ?7 * Fax 360.534,9779 NW Region * t0S Dupont Street, Suite 3* Beili■yham. WA 96223* Phone 160.647.6061 * Fax 360.647.01 It Visit our wehsite: www.mtc-incast The HUB Center for Seniors-1SX009,0 412 312 01 5,#F64804,Page 2 of3 f t ]1t7iC Materials Testing & Consulting, Inc. Gmlechnical Fnpr•vering A famwiling•Special Insprcllm a Muleria19 Twine t Enrmmmenlat Cowmilkv EagitwmfAnoraan$iwnIftFl t-4 �£ 'e f, E 4 UPLOADED: 04/23/2015 16:15:00 REPORTED BY:Leland Watkins REVIEWED BY:Deane Ramsdell,Project Manager #ARM% l.(dkw.w'wAwl000"Amp 10,, Ova"w Y.vtok* w ar"ft"wn I ubmw"d Pwas".0""r4 r 74011 -loll Nusrltlt Tttrlrr ■cstsuwal.In, A11 rlgiu rttsrrsl. Corporals • 777 Chrysler Drive + 8urlinglon, WA 95233• Phone 564-7SS.1990• Yet 360.755,1900 6W Reglow 2118 Black Lake Blvd. 5 µ' - ui)mpls.WA 98512 • Phone .460.334.9777 • Fax 360.334.9779 NW Region • 803 Dupont Street, Salle 5 • Hellialham,WA 9822$• Phone 360.647.6061 • Fax 360.647.81 11 Visit our website: www.mtc-inc.ner The HUB Center for Seniors-15K009,0412312015,#F64804,Page 3 of 3 a.terkl*als Testing & Consulting, Inc. (:jog c%6ral Fnptweei�g C �a pxritd Inylrsiirm*Sft+trritil,Tewsirtr•Eavirnamemlal C?+r+mtl Fxgwtarrd Ar,orvnrc.Sinnr 1991 � The HUB Center for Seniors - 15KO09 - Compression Test: Concrete: Report#C39645 CLIENT Faith in Action West Sound DATE 04/23/2015 PROJECT LOCATION 111 NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 04/23/2015 Time Onsite: 12:30 pm Weather Conditions: Rain,40s F. Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Footings A'14.9-15 and A-A.1r15,EleeaiorPit Walls.]41,18-9. Sample Location: Elevatoi Pit Walls J-1-1'8-9. Contractor:PHC Subcontractor:PI-IC Supplier/Plant:CalPoilland 778 Qty Placed,Cu.Yd.:S Slump,Inches(ASTM C-143)or W/C Ratio: 4.5 Concrete Temp,IF(ASTM C-1064): 51 Delivery Ticket#: 1134274 Job Spec.Slump: 4— 1 Ambient Temp,IF: 46 Truck#: 7231 Air Content,%(ATSM C-231): NA Min Temp,IF: Batch Time: 12:31 pm Job Spec.Air:j N/A Max Temp,IF: Sample Time: 1:20 pm Mix#and Proportions: 61944,8 CY. -- Cement,lbs.: 317'0 � Coarse Agg,lbs.: 3/4-15120 Admixture,oz./cwt: Flyash,lbs.: Coarse Agg,lbs.: Admixture,oz./cwK: Water,gals.: 112.8 Coarse Agg,lbs Admixture,oz./cwt: Fine Agg,lbs.: 12920 — Coarse Agg,Ibs.: Admixture,oz./cwt: 0 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Received 04/24/2015 Sample Set I of l Type of Compression Test: :Concrete(ASTM C-39) Lab Tests: Test Total Sample Comp. New Log# Age Date of Test Load Sample Dim. Area(Sq. Strength Tested By Break ASTM ASTM (Days) (Lbs.) °') In.) (PSI) Type C-617 C-1231 1108J 7 0430;2015 42.563 4.01 12.63 3.370 Matthew O Donnell 5 ❑ 1100 �28 05 212015 6 6,32 5 4.01 12.63 5.250 William Kilpatrick ❑ 1 1 10 28 0521:2015 64.355 4.01 12.63 5.100 William Kilpatrick ❑ 1111 28 0 21=2015 68,670 4.01 12.63 5.440 William Kilpatrick 3 ❑ 1112 H 0 ❑ ❑ REQ'D 28 3.000 Remarks: (Referenc!rerrt#F64804 REPORTED BY:Leland Watkins REVIEWED BY:Harold Benny,Lab Manager 4l+enR.+�Ml�-niwnsyr.is�..++!w.ww.:l+wt.Mrww�p+w.lrn tl.:.r.4!reM..�i++�er,k��w�ei.�+Mwt4wi►t�n�t d,ls+a.wc sMle�i++e�}din�•e.wn!e•n.w xr•e� aarrw:Plws a+ropnsy•rxrnrr to,wrrwaiinllis�arir•enn•.gnM.r 3444 •2/1! MI,,rim to Trsr.nj Ji t'r erul.i•N.4ezx. All ri�F>r r[atr.ad. Corporate • 777 Chrysler Drive • Burlington, WA #2233• PYooe 369.7SS.i#+f•• Fat 360.'?S5 i"§ SW Region • 21 IN Htict t.mte Blvd. S,W,•Olympia. WA '9d412 • Phone 36GA14.41t? • Fat .160.$:14.9119 NW Stollen • 905 Dup0al Stscrl, Suitt 5 • Betliaeham. WA 109225• Phone 3641.641.6061 Fat 360.647.4;111 Visit tour websitr: , ,M _mtc inc rct The HUB Center jor Seniors-I5%009,0412312015,#C39645,Page I of Materials Testing & Consulting, Inc. zk Clink-*r ical F"Onr"e mz&Ce"m*Ing•Spwial Impntil+l•Flltterimk Te.tmg►Fnrirnnmenlal l.'. ovllins Earwe&rrdArraranm.%in,v 1M! The HUB Center for Seniors - 15KO09 - Field Report: Structural Steel, Fab shop: Report #F66086 CLIENT Faith in Action West Sound DATE 06/22/2015 PROJECT LOCATION I I I NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 06/22/2015 Time Onsite: 07:00 AM Weather Conditions: Mostly Sunny,50s*F.(ln-Doors) Inspection Performed: Structural Steel,Fab shop Comments: Arrived at Olympic Iron Works,LLC(OIW)steel fabrication shop for periodic welding inspections.Met with Dan w/01C and reviewed shop drawings. WELDING:Periodic Inspection-Visual Test(VT) Sheet(s):C1,C3,C5,C6,C9,C10,CII Detail(s):Noted on sheets above. Location(s):HSS Columns at fab-shop painting area. Level(s)/Elevation(s):Unknown Visually inspected the welding of columns mentioned above. Columns:Cl-HSS6x6xl/4",C3-HSS8x8xl/4" AESS Columns HSS6x6xI/4":C5,C6,C9,CI0,C1I Welding was completed by WABO certified welder(s):ZACH R DIXON/W 17164/EXP.OCT 1,2015;CARLOS H.TORRES/ W07986/EXP.JUL 1,2016. Welding Process:FCAW-G(dual-shield) Welding Procedure Specification(WPS):OIW-FC-106;OIW-CPO-FBI Electrode:E70T-1C Cleaning:Pneumatic needle gun&sanders Type of Weld: 1/4"Fillet&Flare-Bevel-Groove Welds were visually acceptable per AWS DI.I and were marked"MTC VTOK 6/22 ALL". Work was performed in conformance with project plans dated 06/10/2015,Rev. 1. Images: rt tnfn TYl„+ywwilwtiwnew�lYrAall MowrYwrwfa•aMle�w•Y�pMR�IMwI•a.�l u•or w6MM�Ma•M�Mww•R of dle•e.wt�wblidY•lyno,.*orwAk"".R*111lkl1� aY�nR•��^loKBplO Ysaw/piYae riw,lgrn�. 2ios•2#12 movro ie rurlq it Cr•whles.Inc All rlYYn rs•tr•N. Corporate ► 777 Chrysler Drive • Burlington,WA 99233 * P\ono 3N.7$S.1990• Van 366.755.19196 SW Region • 211E black Lake Blvd. S,W.*01yenpis, WA 90512 * Phone 360.334.97t7 * Fax 360,334,9779 NW Region • So$ Dupont $treat, $vile S• Sellinyham, WA 9822S* Phone 360.647.6061 • Fax 360,647.Et 11 Visit our wehsite: www.7ntcjnc_eet The HUB Center for Seniors-15%009,06/2212015,#F66086,Page I oft Materials Testing & Consulting, Inc. "TC Geolaimicsl Fpg wrerins 6 CimmAing•Special lmpmlim a Meleciul+TeWwlt 0 Envin,"men1,1 Vc milky FAX1r•4rrdArrurunmXinr•1041 G P1^ i r ' m 1�*0 Ti w $ CAM 15050161 OC1 EXP,511R018 UPLOADED:06/22/2015 08:33:00 UPLOADED:06/22/2015 08:34:00 rr UPLOADED:06/22/2015 08:34:00 REPORTED BY:Tim Macke REVIEWED BY:Deane Ramsdell,Project Manager A,t �rwpl►,adlra,rawu,orwwuF e•nA Ayr+,u/IwNebr ladlwa.M Noft wdfwwtm.dl ur"wrw&ditl a NewMwIal If kl4rAww MnwlM01 42welow.wwAMww. nrswlY,w r��ywrupuu uwniN rrcMgsr+lwgw.d.41 3401-loll Nu•rl.tr TN Cudd o aief A . uo.Ilae. All rlro re"r,". Corparate * 777 Chrysler Drivc a Burlington,WA 99233 9 Phone 360.7SS-1990 a Fos 364.7S5.1989 SW Region w 2118 Black Lake Blvd. S.W.*Olympia,WA 90512 w Phone 360.334.9777 * Fail 360.534.9779 NW Region w SOS Dupont Street, Suite 5 * Bellingham,WA 98223 w Phone $60.647,6061 w Fax 360.647.10111 Visit our wehsite: www.mtc-inc.aei The HUB Center for Seniors-15K009,0612212015,#F66086,Page 2 of 2 Materials Testing & Consniting, Inc. Gk"".+nirul F%Or.rerinF It *Spsxial Insyertlon•Rlalerial•T"ting p Fnvine"menlal C�vllity t p/►rnd dr,nrnn.v.f inn Iph! 141— 41. The HUB Center for Seniors - 15KO09 - Field Report: Concrete: Report#F65691 CLIENT Faith in Action West Sound DATE 06/04/2015 PROJECT LOCATION 111 NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 06/04/2015 Time Onsite: 7:00 am Weather Conditions: Partly Cloudy,50s F. Inspection Performed: Concrete Comments: Sheets:S 1.0,S2.0. Details:Notes/S1.0; Location:Slab on grade and footings within grid lines A-L/1-17. Level:Foundation. Elevation:See plan. Reinforcing Steel Placement: Inspected by AHJ. Embeds:N/A Anchor Bolts:N/A Concrete Placement: Observed the placement of 172 CY of concrete mix design#3223 into footings and walls within the locations noted above. Concrete submittal for the mix noted is on file with the general contractor. Two sets of 5-(4"x 8")cylinders were cast for compressive strength test specimens.Temperature and slump tests were performed. Reference reports#C40073 and C40077 for more information. Concrete was placed by pump truck into slab on grade and footings and mechanically consolidated with high-cycle vibrator. Work performed,that was visually inspected was found to be in conformance with project plans dated 02/12/15,and applicable code. Images: M wwlti wtir•�b,rw*�MFiarr...W.wshh"K A,0adroombe"Ole"*raft W/wrwl.a.il""at■MMwiw so, �+W*eM.RwMR�w onrofmwapy�#poni,wwnNpiyar*V=o*p 0.C 3409•2913 Naterlals rown#tl CsstrlUq,tat All rlttr•wt•nN. Corporate * 777 Chrysler Drive * Burlington,WA 011233* PYAu 364.78411.1994 a Fat 366.795.1930 S%V NeOnn • 211E Bloch Lake Blvd. S.W-*Olympia.WA 90512 * Phone 360,534,9777 * Fax 360,534,9779 NW keglnn • 993 Dupont Street, Suite 3* aelllayham,WA 9622S* Phone 360.647.6061 * Fax 160.6474111 Visit our websile: w%yw_mtc•ioc_net The HUB Center for Seniors-15K009,0"412015,#F65691,Page I of3 Materials Testing & Consulting, Inc. Ct+olrtflniral F. anrerillt dr C�Nl ling a Sprcial Inspection•Mol"1%T"tins•Fnrn+mmenhl C vllirgl F XiaejnndAnuranmSan"1PAZ �[ Y 0, - 'i • SLY jr y r� UPLOADED:06/04/2015 12:04:00 UPLOADED:06/04/2015 12:05:00 :.....�.� :.,..,.nr.'.�...r.a.f�lwnMh.•,rt Ar�ww�Iwmin�bAe�i.+Mo P' �I wiwl.a.Ilw*trwse wFMMeMow,IMniMIAogMdMw.mw%weata eftTIM Ne�IMw�M.awMRA� nra-.Inwrn�grrnpnoYrnw/iriir orNs qn�.f N41 2t12 Mu�rl�l�Tnxlar t;C��wldq,tnt All rlEp�n»rrN. Corporate. • 777 Chrysler Drive+ ■orlington, WA 98233 s Phone 360.733.1994• You 360.766.19$0 SW Region • 21IS Black Lake Blvd_ S.W.•Olympia, WA 90312 • Phone 300.334,9717 s FaX 360,334.9779 NW Revlon + Sol Dupont Sliest, Wle 5 • Bellingham,WA 98223• Phone 160.647,6061 • Fet 360.647.81 It Visit our websile: www.mlc iocmer The HUB Center for Seniors-15K009,0610412015,#F65691,Page 2 of 3 Materials Testing & +consulting, Inc. ♦ co"W0111iral Fg6""rins lM CimwM lrly a Spreial insWolim•N1iileriP1%Tt+hng:0 F..nwininmenlal Cil'Imi itt Es�piMrrndA,narnnrr.Sinn!Rh! �{ -CAUTION; ter.•�� ..1�A;i rq UPLOADED:06/04/2015 12:06:00 REPORTED BY:Leland Watkins REVIEWED BY:Deane Ramsdell,Project Manager 141w,Ar*Mrl•b ww.wii..ni.wradrimael enr A, 0"I'k- ,k rW-tri•wwher.dl arw•m wi•IM a Mawftn"trPsoJ fdk.4 nw�wlrNwM piHMN+d fyr�M.�r1aRw� Vnft+raprdbV ar npn.N rwr.4 me&@—.Inv mnai.i` 3409•NI]Mnrrlsir Tnriat A rra,ulelal.iar All Hslip rnr*rr+i. Corporate • 777 Chrysler Drive + Barlingles, WA 99231 + Pbgme M0.7S5_l990 + Fax 360.7115.19SO SW Mellon + 21IS Black Lake Blvd. S.W.*Olympia, WA 90312 • Phone 300.IA4.9717 Fax 300,S34,9179 NW Realan + 805 Dupow Street, Suite S+ Bellisigham,WA 9622$• Phone 360.647.6061 Fax 360.647.k1 it Visit our Nebsiia: www.mtc inc_aet The HUB Center for Seniors-ISK009,0 6✓0 412 0 1 5,#F65691,Page 3 of 3 Ql Nlater als TestingConsulting, Inc. ;try Grr*l hniral Fncirw vir A fnn+niting•Cp.eitrl In%prr6t-n w kiple ials Te�tine•i--i nsnmmdal Caw mlti c I:.nymrmi.t.rtinrnnrrr.�inrt MI The HUB Center for Seniors - 15KO09 - Compression Test: Concrete: Report #C40073 CLIENT Faith in Action West Sound DATE 06/04/2015 PROJECT LOCATION 111 NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 06/04/2015 Time Onsite: 07:00 AM Weather Conditions: Partly Cloudv.50s F. Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Slab on trade and footings within gridlines A-L%1-17. Sample Location: Slab on grade and footings within gridlines A-L 1-17. Contractor:PHC Construction Subcontractor:Andcrle Construction Supplier/Plant:Cal Portland'778 Qty Placed,Cu.Yd.: 28 of 172 Slump,Inches(ASTM C-143)or N'/C Ratio: 7 Concrete Temp,OF(ASTM C-1064): 59 Delivery Ticket#: 1160548 Job Spec.Slump: 6 I Ambient Temp,OF: 57 Truck#: 7098 Air Content,%(ATSM C-231): NA Min Temp,°F: 70 Batch Time: 6:56 Job Spec.Air: 1.5 Max Temp,°F: 79 Sample Time: 7:36 Mix#and Proportions: 3223,9Cl'. Cement,lbs.:4.650 Coarse Agg,lbs.: 18.160 Admixture,oz./cwt:WRDA 64-162 Flyash,:bs.: Coarse Agg,lbs.: Admixture,oz./cwt: A D%D 195-108 Water,gals.: 170.4 Coarse Agg,lbs.: Admixture,ozJc%l: Fine Agg,lbs.: 13.000 Coarse Agg,lbs.: Admixture,oz./cwt: Gallons of water were added R Prior to sampling Sample Type & Compression Test Results: IZPC('k cd 06/05/2015 Sample Set I of' Type of Compression Test: '.Concrete(ASTM C-39) Lab Tests: Test Total Sample Comp. New Log# Age Date of Test Load Sample Dim. Area(Sq. Strength Tested By Break ASTM ASTM (Days) (Lbs.) (in') In,) (PSI) Type C-617 C-1231 .................. . 1524 7 06 11'2015 54.660 4.01 12.63 4.330 \1'ilham Kilpatrick 3 ❑ N 1525 28 OT022015 66.690 4.01 12.63 5.280 R'illiain Kilpatrick 3 ❑ N 1526 28 07/02,'2015 69.035 4.01 12.63 5.470 %Villiam Kilpatrick 3 ❑ N 1527 8 07/02'2015 75.625 4.00 12.57 6.020 NXillimn Kilpatrick 3 ❑ N 1 i'8 _..H 0 ❑ ❑ REQ'D 28 3.000 Remarks: Reference report number 1`65691. REPORTED BY:Leland Watkins REVIEWED BY:Harold Benny,Lab Manager w�.in,a,pd+r.-p..wasissr..ws...,wre...--i- +,*-•-„w�wA/wn.i-ntme�s,.4 trM+kN+anM•n.tFl+w+wr.r*�MwM4..rdn�s++r�t!2+�swe.xt w�n!*wwea.�iyMr.rr.�y.R...�A.rw.. errs+*«�r�{,„t�-rr4-niplN�asr ae�,��E..# 7iM .il: Y�,rr1s 1!Te-,ant fi t°s-sulc,gt.Rnr ds ll r:�_M•.s ra,�rr x•4. C'orpnrate - 777 Chrysler @rive - Barliatpon,WA 1*9233 - P►aae 366-733-1996• Fait S60.795ASISS SLY kelttria ' .I tX tilAck Late 1ltvd, Olympia, WA 'lg4tZ - Phone 3601,14.9777 + Fax 3t4t1.�3a,47?9 Nk� kc•gfoo 905 DuPont ,rltrCtrt, Suit* 5 - Relliagham. MIA 992:5 - Phone 360.643.6061 - Fat 3b0.fA7.ltl I I Visit our website: wwv-mte inerret The HUB Center for Seniors-15KO09,0610412015,000073,Page I of l Materials Testing 'onsult ng, Inc. �fF� Grrrteehnical E A Cnnwlting a Sprrial kviproior a%lMrnak Trr+t+ne a Fri"n,nmental C"nrpmltirw W L110The HUB Center for Seniors - 15KO09 - Compression Test: Concrete: Report #C40077 CLIENT Faith in Action West Sound DATE 06/04/2015 PROJECT LOCATION 111 NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 06/04/2015 Time Onsite: 10:14 am Heather Conditions: Partly Cloudy.50s F. Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Slab on grade and footings within gridlines A-L 1-17. Sample Location: Slab on grade and footings within gridlines A-L,'1-17. Contractor:PHC Subcontractor:Xndcrlc Construction Supplier/Plant:Cal Portland'778 Qty Placed,Cu.Yd.: 1�4.5 of Slump,Inches(ASTM C-143)or W/C Ratio: 6.5 Concrete Temp,OF(ASTM C-1064): 64 Delivery Ticket#: 1160799 Job Spec.Slump: 6 1 Ambient Temp,°F: 58 Truck#: 7208 Air Content,%(ATSM C-231): N'A Min Temp,OF: Batch Time: 9:08 Job Spec.Air: 1.5 Max Temp,OF: ..._m.. Sample Time: 9:42 Mix#and Proportions: 322 3,9.5 CY. Cement,lbs.:4 000 Coarse Agg,lbs.: 19.160 Admixture,oz./cwt:WRDA 64-171 Flyash,lbs.: Coarse Agg,lbs.: Admixture,oz./cwt: ADVA 1 l4 Water,gals 178.9 Coarse Agg,lbs.: Admixture,oz-/cwt: Fine Agg,lbs.:;13,680 Coarse Agg,lbs.: Admixture,ozJcwt: 5 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 06/05/2015 Sample Set 2 of 2 Type of Compression Test: Concrete(ASTM C-39) Lab Tests: Test Total Sample Comp. Sample Dim. Break ASTM ASTM New Log# Age Date of Test Load Area(Sq. Strength Tested By (Days) (L bs.) (In.) In.) (PSI) Type C-617 C-1231 In._ 1529 7 06 11/2015 63.380 4.01 12.63 5.020 \William Kilpatrick ❑ 1530 28 07/02112015 76.365 4.01 12.63 6.050 VA ilham Kilpatrick ❑ 1531 28 07/02!2015 70.405 4.01 1'_.ti3 5.570 William Kilpatrick ❑ 1532 28 07%02'2015 70.935 4.01 12.63 5.620 William Kilpatrick ❑ 1533 H 0 ❑ ❑ REQD 28 _.000 Remarks: Reference report number F65691. SAM ..:1Rl�lllrr VlI�.+R�TrrMM,'1r.!R�. ,l++llllri(�+R.A.nf;P�+.r1e-trot.,M?S•1MA.rn.�e,TTr!!1gM+R�A Ma�fMrwY,lTP�!N ri�4:.�C Kf-n.1►MeiA� i ,w�A�.++s rrrw hear rrntwu brerrrra+i> drw«nr�rq,wf.V 2465 2112 Nrrrristr 11-100!t'rrra 4141,1- 411 rii:Mar rsa4r.94. Cerporale • 777 Cbrycler Drive • larlingles,WA 42231 • Phone 3".733.1006• Pat 366.755.19*6 SW Region + 21 101 olact 1>il:e givtl, S.W-'Olympia. WA 90112 - Pbone 360.i34.91 7" • Faz 360,$.14.4119 NW 1Ra21611 • $05 Dupont Stitel, Sti It 5+ lielliaghatti, WA 919225• Pllone 160.64T.696I - Fag 360.647.k111 Visit our website: ws,+r_mtc inc.ser The HUB Center for Seniors-15g009,06 0412015,#C4M77,Page 1 of 2 l Materials Testing & Consulting, Inc. Geosechnical F CaouMin¢•Spreial ln+prcti+!•Mnierial+Temp•1«a*�r+maeatat Gaw+lAliaE F'iyii m rd Ar=rnnn Kinsm IM REPORTED BY:Leland Watkins REVIEWED BY:Harold Benny,Lab Manager Y�.w►p ,i}1,v1�4r:'A�w41$ MlF.M�.w}�ilwTn.M.n,i#ws,Y rzill4+ R+.l1!s�ewfaik/,NfS�li�IqT' '.a•i+.an.NcIJJ/ Nllwfw�i1+R}MI�+�s ,Wf,�P�w�.PF arlli[��14!•M7^!(�M'lKin Wcmoi nriflq'M.}AT,yyr.y{ r ;AOi ;ii: Y!lirii la T��lnr� k C`e#sulxinR,tr:r 41!eiriar rga�rrz4. Corporate • 771 Chrysler Drive • Burlington, WA #2233 • Phase 3".73S.1096• Paz 368.715_1986 SW Region + :I 15 81atk Lake 01v4- S W,w 01)mpia,*Al 9N 12 • Pbone 10,134,91.11 • fax Nw Reflos • 945 Dvposl Staetat! suit* 5 • Sellimcham, *A 412:S• Phone 160 641.6061 • fax 2dt5."7.kl I t Visit our website: ua+ .mtc irc.r,cs The HUB Center for Seniors-I S%009,O610412015,#C40077,Page 2 of 2 I Materials Testing & Consulting, Inc. MTC r'"*t*nital f #t C tinx• peciRl hr+partirm•Mrrtrriri,Te+tmF a F:nvirnnmrntal C+�rmlting Fr{r,mannd:l a-enrnnrc.Cinrr d it51 ��"�-`'�� The HUB Center for Seniors - 15KO09 - Compression Test: Concrete: Report #C40460 CLIENT Faith in Action West Sound DATE 07/07/2015 PROJECT LOCATION 111 NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 07/07/2015 Time Onsite: 9:00 am Weather Conditions: -i 61-74*F,Clear Inspection Performed: ~Compression Test:Concrete _ Field Data (ASTM C-31): Location of Placement: Footines at Gridlines B 3:7v1 2.8.8.1:L 12.13.14.:111 on 14-Line:F.5 16 g J 16. Sample Location: Footine at Gridline J.8/14,Bottom of Footing Contractor:PHC Construction Subcontractor:Analli Concrete(Name Error) Supplier/Plant:CalPonland"71 Qty Placed,Cu.Yd.:$+r_ Slump,Inches(ASTM C-143)or VV/C 'Ratio: -3 75 Concrete Temp,IF(ASTM C-1064): 80 Delivery Ticket#: 1180933 Job Spec.Slump: 4-l- 1" Ambient Temp,°F: 70 Truck#: 7630 Air Content,%(ATSM C-231): 3.5 Min Temp,IF: Batch Time: 10:40 Job Spec.Air: 5 1.590 Max Temp,IF: Sample Time: 1 1:15 Mix#and Proportions: 6194; Cement,lbs.:3220.0 Coarse Agg,lbs.: 3;4 Admixture,ozJcwt:DARAX 11. 16.0 oz. Flyash,lbs.- Slag,620.0 Coarse Agg,lbs.: Admixture,oz./cwt: Water,gals.: 151.1 � Coarse Agg,lbs.: Admixture,oz./cwt: Fine Agg,lbs.: 11640 Coarse Agg,lbs.: Admixture,oz./cwt: 0 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Rce'cil Cd 07/08/2015 Sample Set 1 of I Type of Compression Test: ,Concrete(ASTM C-39) Lab Tests: Test Total Sample Comp. Sample Dim. Break ASTM ASTM ew Log# Age Date of Test Load Area(Sq. Strength Tested By (Days) (Lbs.) (ln') In) (PSI) Type C-617 C-1231 1906 7 07;14 2015 44.105 4.01 12.63 3.490 Harold BennN 3- O 1907 28 08,04'2015 62,950 4.00 12.57 5.010 _Alison Kinkade 11 23 1908 28 08/04'_2015 64.010 4.00 12.57 5,090 Alison Kinkade ❑ 1909 28 08/04 2015; 62,580 4.01 12.63 4,960 t Alison Kinkade El 1910 H 0. i ❑ ❑ REQ'D 28 I 3000 Remarks: Please see accompanying field report#F66438. -------------- cerr�A'ws nwre��'wnn•ecr�nW+�taer•ntra� _x aP! - :+1: MHirl�t,re�crn!i i■suuh.3n1.1ci �1! nRMftt rf,erc4. Corporate • 777 Chrysler Drive • aariineiala, WA 99233 • P►owe 3"-7Sl-1999• Paz 360.79.4.14196 SW RtRloo + :I it Owl Late Oivd. S W.- Olyrnpia, %,.x 190it2 - Phone 360A,44.91711 • fat 160-$,14,4779 NW Rtalou • 805 Dupont Strt:at, Suite 5 • lletliatham, %.A 49225 • Phone 1,641,647.6061 Fat 160.647.91 It Visit our website: %w-a_ante inc.ret The HUB Center for Seniors-15%009,07/07/2015,#C40460,Page I of 2 Materials Testing & Consulting, Inc. Cot"ei finiral I'sVimrrinr%%01"Mrhinp•Special I1lmpretian a Mateeiah Tesoins♦En%*vonmemlalCoerwhieg fiwyrimeer.d Ae�wrann Sewn liYFl ac The HUB Center for Seniors - 15KO09 - Field Report: Concrete: Report#F66438 CLIENT Faith in Action West Sound DATE 07/07/2015 PROJECT LOCATION I I I NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 07/07/2015 Time Onsite: 9:00 am Weather Conditions: �61-74*F,Clear ---. Inspection Performed: Concrete Report Profile: ® Standby (1 Hours) Comments: Sheet(s):S1.0,S2.0,S3.0 Location(s):Footings at Gridlines B/3;M/2.2,2.8,8.1;L/12,13,14;All on 14-Line;F.5/16&J/16 Elevation(s):24-52"below Finish Grade thru Top of Footing Detail(s):General Notes Mix Design Sched.on S1.0,6,7,13/S2.1 M.T.0 on site,as requested,to observe the placement of approximately 8 CY of concrete mix design#61945 into footings at the locations noted above. Observed the already placed ASTM A615 grade 60 reinforcing steel into the walls per plan. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and secure prior to placement of concrete.See pictures below for reinforcement details and more information. One set of 5-(4"x 8")cylinders were cast for compressive strength test specimens.Concrete was also tested for temperature,slump,and air as required(Air Content test was conducted due to vague information on the concrete mix design schedule in the general notes,varying footing elevations,top of footing being within 4"of finish grade,and the concrete submittal stating 5 lbs of entrained/emtrapped air.).Please see accompanying compressive strength report#C40460 for more information. Concrete was supplied by CalPortland,plant#778.Concrete was placed via truck chute,consolidated via high-cycle vibrator,and finished by hand. Work performed,that was visually inspected was found to be in conformance with project plans dated 2-12-15(Rev.2)and specifications. Contractor(Lonnie,Superintendent w/PHC Construction)notified of the results. Images: #Awnftwelreey Mewwrlw fR km"Okww.MVoftIwo-om.il wr WWW.VMrwi w erewftrM Pw•1eftftm ewl0"ONIM 0, 0e4MM*.eterinKel er "M%ft=WMPV&*Wf"w 1.wwrrd- - a %fws*p $1.it 3401-311r Neurle le rurlq it fneuldq.lei A11 rlaYo ruerrd. Corporate • 777 Chrysler Drive• Burlington, WA 90231• Phone 160.7SS-1990• Fox 560.755.1480 SW Region • 21 IS Black Lake Blvd. S.W.+Olympia. WA 91111112 • Phone 360,334.9777 • Fax 360,534,9779 NW Region • $05 Dupont Street, Suite 5• Bellingham, WA 9622$• Phone 360.647.6061 a Pas 360.647.51 It Visit our website: www.mtc.inc_ncr The HUB Center for Seniors-15K009,0710712015,#F66438,Page 1 of 2 Materials Testing & Consulting, Inc. `1iC Cootecihnical FRiwrer ng A ComwMing a Sporinl inipeexirm a Miswin1%Truro¢+Enrirunmrnlat Coswullww F.aXieewnrdArroroncv Simon 191R1 -•''.--� L�"'r�y . ' r UPLOADED:07/07/2015 15:08:00 UPLOADED:07/07/2015 15:08:00 Post Footing HSS Column Footing Per Plan Per Plan s l I UPLOADED:07/07/2015 15:08:00 UPLOADED:07/07/2015 15:08:00 Foundation Plan,Sheet S2.0 HSS Footing Details Locations Poured Noted Above 6,7/S2.1 r ww Nn� i .. s__.-_....... ... f.a sue,. N tiG Ni'EW, —Tl pro• gyp. < .. RM T ',.:1Ht1i x PORTLAND K• UPLOADED:07/07/2015 15:09:00 UPLOADED:07/07/2015 15:09:00 Post Footing Detail Concrete Mix Information 13/S2.1 Mix#61945 REPORTED BY:Ben Erskine REVIEWED BY:Deane Ramsdell,Project Manager M wM.4Mtwp wa.rlwrlwra"MAO".i �.�+ww.,w.w.R•n.weNw•k PMtN..Nti...,I�.p.w,rrwtiwloM�wllMwYlrrAelt al a�rw.wtewMwlnllwkr/li0,•4row"NY.awArk�� aechhm eeepr&qwnVn.M C 34p9r- 3*i i Morris is rnons l Cotruldq.I,cr AO N{to r�afrr�. Corporate • 777 Chrysler Drive+ ■erlington,WA 98233 + Phone 3".73S.1090• Fox 360.765.1980 SW Reglon • 211S Black Luke Biv4. 5.W-+Olympia. WA 90312 • Phone 360.334.9777 • Fax 360.334.97'79 NW Region * 805 Dupont 9etcet, Soite 9• Bellialham, WA 9822S• Phone 360.647,6061 • Fae 11601147.611 t Visit our website: www.mtc-iac-ner The HUB Center for Seniors-1 5K009,0710712015,#F66438,Page 2 of 2 Materials Testing & Consulting, Inc. Cra/eclullral Fm{IinrerinF A O."WAIng a Special Ingprttian o Hiller k Te+tinr►Fminmmrnlal Caawlliww Fzgiwr d A"nrnnn Atn. I RAI �t The HUB Center for Seniors - 15KO09 - Proprietary Anchors: Report#P12835 CLIENT Faith in Action West Sound DATE 10/15/2015 PROJECT LOCATION 111 NE Old Belfair Hwy PERMIT# COM2014-00143 Belfair WA 98528 Inspection Information: Inspection Date: 10/15/2015 Time Onsite: 08:00 Weather Conditions: Cloudy,50*F Inspection Performed: Proprietary Anchors Field Data: Base Material: ®Concrete ®Un-cracked Thickness in inches: t nk(m n 1 Specified Compressive Strength in psi: Unkown Hole Data in inches: 13(>.�). /4(5/8), Ih•pth: Edge Distance: + End Distance: + Diameter: Spacing: See plan i18(7ii;1,2_4(1) 1(7/8),l l/8(I a ®Clean O Drilled O Cored Mechanical Anchor Data: Type: C . Length in inches: Diameter in inches: Torque(Ft.lbs.): 0 ❑ Setting Tool Present Adhesive Anchor Data: Product Name: Simpson Strung Tic-Sct Xp Batch#: 6�55W0801 Location:a/E; 1/E.2; 11E.5;J/I L G.l%I I; 1;9:C515 — 1 Exp.Date/Shelf Life:�7-17-15� � (5/8") 18(5/8");29.25(7/8"); /8";7/8'; Number of anchors: (7/8" ;I(V) Anchor Length in Inches: 0(1„) Anchor Diameter in Inches: ® Anchors installed in;t,c ordance with manufacturer's instructions,specifications,and corresponding evalution report(ER-2508) Reason for Inspection: Shown on plans or specs ❑ Intentionally omitted during original placement ❑ Re-inspection* ❑ Needs Engineer's review and acceptance* ®Threaded Rod ®Holes properly cleaned prior to epoxy installation Remarks: a.«rn qa+,.+ti..«.n .......,.....�...-t At.a. 1 rmmko araemok V*a adwntm.0"Mom alom n 6row4dwo 1p WoyJAmw fOANOM.aw�� r.rrsr,.,rrrp tr—n"mMt.mNx+tp+ wftmgerr:V2601.2112 Muerlah Irtnbr it C*sselrlq.Iwr. All rlsio nsir.rJ. Corporale • 717 Chrysler Drive • Burlington. WA 08231 • Phone 360.7!l.1190• Fox 364.7SS.19S0 SW Regina • 211S Black Lake Blvd_ S•W Olympia, WA 90512 • Phone 300.534.91t7 • Fax 340,334.9779 NW keglnn + 605 Dupont Stitat, Svi1V 5• 8011olham, WA 99223• Phone 360-647.6061 • Fax 360.647.31It Visit our website: wwn.mtc inc-met The HUB Center for Seniors-15K009,10/1512015,#P12835,Page 1 of 2 Materials Testing & Consulting, Inc. Grak, finical inWweering&Cbmuftinp•Special Inspection•Mnterish T"tine►Enrirtmmenlal Comvilinr NalginssrrdAtrinrtwnSinnt Onsite to perform a visual inspection of epoxy anchor installation procedures for Hold Downs as follows: Sheet:S2.0 Location: 1/E;1/E.2;1/E.5;J/11;G.1/11;F/9;C.5/5 Detail:S1.0 Level:Foundation Contractor previously drilled and cleaned all locations prior MTC arrival.All holes were verified,prior epoxy installation,for cleanliness and depth.Contractor supplied Simpson Strong Tie SET-XP and filled holes approximately 2/3 full and inserted anchors with a turning motion as to prevent air entrapment. To the best of my knowledge,all work performed in accordance with project specifications,approved plans and manufactures printed installation instructions. Images: -' , t L J Far,.at Iiorih EI eva ya„tio1111111111116� olnnoom UPLOADED: 10/15/2015 15:39:00 UPLOADED: 10/15/2015 15:41:00 `T s UPLOAD L-D: 10/15/2015 15:46:00 UPLOADED: 10/15/2015 15:54:00 REPORTED BY:Mike Dudley REVIEWED BY:Deane Ramsdell,Project Manager Mt+rrw,Ril�,r+nnlMc�a+•tsdswo4h tnM.M•wt�{wmYr ta�r..w.bt pYt M•urrA.o.�l gtwRrren+t•islKa.►Ittrtlg+7ett ara�www'-w►wltflwiktedinM••rfYir�rrA.wwlrk�r� noocwRw r�g�3*s rboron wiaN av wars qn4.C 2401•2112 Mntrltlt Tooting a Cnauldq.one An r{rYu rtatr•t`g. Corporate • 777 Chrysler Drive• Ynrlington, WA 9823S • Phone 1e0.73S.1990* Fax 360.756.1990 SW Region • 21 IS 141act Cake blvd. S.W.•Olympia, WA 90112 • Phone 340.334.9777 • Fox 360,534,9179 NW Region • Bob Dupont Street, Suite 3• Arlllogham, WA 9922S• Phone 360.647.6061 • Far. 360.647.8111 Visit our wehsite: xHn.mic inc.ner The HUB Center for Seniors-1SK009,10/1512015,#P12835,Page 2 of 2 1 _