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20170918103421.pdfNffc Materials Testing & Consulting, Inc. Gk,*n4vnlrul Fpcisissivrinic A ConmiNing 6,4rovelid lnipKtinss sisHnIrrinh TeOing 0 Envirisimental Casssvullirc JL�Kiwcrrd A"nmrimAimv ;RAI 9th Ave - Schrieber Residence - 16191108 - Field Report: Reinforcing Steel: Report #F79656 CLIENT Ron Scott Homes DATE 02/15/2017 PROJECT LOCATION 810 9th Avenue South PERMIT # BLD2015-1252 Edmonds WA Inspection Information: Inspection Date: 02/15/2017 Time Onsite: 13:30 P.M. Weather Conditions: Inspection Performed: Reinforcing Steel Comments: -MTC on site as requested to visually inspect reinforcing steel at the following location(s): 1.) MTC observed the completion of the reinforcing steel for the cast in place 4" topping slab over the top of the detention vault precast panels. MTC observed that the topping slab was reinforced with #4 at 12" on center per details A/B on sheet S3 and the hollow core panels were reinforced per vault plan drawing #11C-1 by Concrete Tech. Corp. -Reinforcing Steel Inspection: 1.) MTC visually inspected the reinforcing steel at the locations noted and for the exception of the items noted below, found it to comply with the approved project plans and specifications. MTC observed the reinforcing steel size, grade, type, and placement. Images: UPLOADED: 02/15/2017 20:01:00 REPORTED BY: Michael Currie REVIEWED BY: Raymond McNamara, Project Manager Corporate w 777 4'hr,siAf-r I)IriWP 0 RLIrlinglo", %'A 982.%.l . Ph4lissit P'AX 360,7.41.14)80 N'IV KtOulk 2,1 L� HlAck I kkv Hl%-,] N A, - 01�mpl-i. 'A' 4 '4HI t 2 - Phi"ie 16( ' 1 1 14 1) 7 1-;t k .4 A I N A 4 9 N W kcgl on 9415 1) is Im ri i S i T.; k, i. S is i (17 5 , H ol I i,� h a in, iih,A 4) R2 25 F Is gwc .1641 64- f0iti I I -a k J 6(J. A 4 7. K I I I V i I mi F W t! i C 9th Ave - Schrieber Residence .16B]08,0211512017, #F79656, Page I ofl Materials Testing & Cmistilting, Inc. %tic GoAeArIlMl FtWinferint A U011WA!"M 0 -SPVti"l InspKfion 0 %ftimi"Is Teqbng 0 Fn"ni"Mental ca"Miliew ,F.,Agiw,rrd A"�nra.ilmv lips] 9th Ave - Schrieber Residence - 1613108 - Field Report: Masonry: Report #F80485 CLIENT Ron Scott Homes DATE 03/30/2017 PROJECT LOCATION 810 9th Avenue South PERMIT # BLD2015-1252 Edmonds WA Inspection Information: Inspection Date: 03/30/2017 Time Onsite: 9:30 am Weather Conditions: Overcast Inspection Performed: Masonry Comments: MTC observed the placement of the reinforcing steel for the indoor and outdoor CMU fireplaces. No detail was provided from the plans. CMU fireplaces were reinforced with #5 bars at 24" on center vertical and two #4 bars at 48" on center horizontal bond beams. At this time contractor had laid block and placed reinforcing steel for both fireplaces from elevations 0'-0" to 4'-0". Grout was mixed by hand and placed by bucket. Salcrete High Strength concrete was used. Images: UPLOADED: 03/30/2017 14:35:00 UPLOADED: 03/30/2017 14:36:00 REPORTED BY: Kevin Walters REVIEWED BY: Raymond McNamara, Project Manager Carpnrult - 777 Cbry%lle�r Drivt o Ruflinglon, WA 9823.1t - Phnar A60.7J.4-1990 - Fax 368.153.1980 SiW RegAom �111A Hla,:k Likic Wyd S W - 01)nipia, *,A 44HIIZI - Phone Afi(11,44,977' I -At, A6(1,534,97710 NW RV91091 9111 D111;0111 StT,;I;I, Sllilq, 5 , fict lingliani, % A 0822A - Plimte .�641 64—�.101(, I 1-ak "160J,47A I I I Vtsil, alir wthsilt' � .. n, . 91hAve - Schrieber Residence - 16B]08,0313012017, #F80485, Page I of] Materials Testing & Consulting, C.V4*%tnIC"I Te-Aing 6 Envinnimental CamulWa 9th Ave - Schrieber Residence - 1613108 - Field Report: Masonry: R CLIENT Ron Scott Homes DATE PROJECT LOCATION 8 10 9th Aven ue South PERMIT # Edmonds WA Inspection Information: Inspection Date: 03/31/2017 Time Onsite: 8:00 am Weather Conditions: Mostly sunny Inspection Performed: Masonry Comments: Inc. FTC eoort #F80504 03/31/2017 BLD2015-1252 MTC observed the placement of the reinforcing steel for the CMU wall on the north side of the lot. No detail was provided from the plans. CMU wall was reinforced with #5 bars at 24" on center vertical and two #5 bars at 48" on center horizontal bond beam. At this time contractor had laid block and placed reinforcing steel for the wall from elevations 0'-0" to 4'-0". Grout was mixed by hand and placed by bucket. Sakrete High Strength concrete was used. Ile UPLOADED: 04/01/2017 12:13:00 UPLOADED: 04/01/2017 12:14:00 REPOWFED BY: Kevin Walters REVIEWED BY: Raymond McNamara, Project Manager ­0 —o Corporate 777 Chrysler brivt P Hlurl.nalan, WA 98233 - Phaffir U0.73S.11990 0 Fat S W Region I & A H ]a,: It 1. ikke Hv<l S 14' - 4)1) ni pla, W N 9 N I I Z - Phoii e :WE 1,14,977' �iit W1 �34 97.7 9 NW kexlGa 011 Dopow Sitv vi, 5 0kc, 5 - He[ 11 ekeli on,. W A 1)922A Ph,mc 647,411fi I 1-ot 36(IA4'T,N I I L Vbsii aur wchsiie: -%--- .. !1, -,� 91h Ave - Schrieber Residence - 16B108, 0313112017, #F80504, Page I of] %fic Materials Telnj� & Commilting, Inc. r'r44rC%nlr4l rauin�ns A ('11"WRing * spetini Intpe"Im 0 INIffit4ink Teiung 0 Emininmental Cmmitiorg 9th Ave - Schrieber Residence - 1613108 - Field Report: Masonry: Report #F80572 CLIENT Ron Scott Homes DATE 04/04/2017 PROJECT LOCATION 810 9th Avenue South PERMIT # BLD2015-1252 Edmonds WA Inspection Information: Inspection Date: 04/04/2017 Time Onsite: 9:40 am Weather Conditions: Mostly sunny Inspection Performed: Masonry Comments: MTC observed the placement of the reinforcing steel for tile CMU wall on the north side of the lot and the adjacent fireplace/pizza oven. No detail was provided from the plans. CMU wall was reinforced with #5 ban at 24" on center vertical and two #5 bars at 48" on center horizontal bond beam. At this time contractor had laid block and placed reinforcing steel for tile wall from elevations 4'-0" to T-6" and for the fireplace/pizza oven from 4'-0" to 9'-4". Grout was mixed by hand and placed by bucket. Quickrete High Strength concrete was used. Images: UPLOADED: 04/04/2017 10:25:00 UPLOADED: 04/04/2017 10:25:00 REPORTED BY: Kevin Walters REVIEWED BY: Raymond McNamara, Project Manager Corparmor * 7777 Chry*ltir Dirlvt P Hurliallialn, WA 9823.1 0 Phone 360.75'qA990 - VAX 360.195.191to SW Reitfilm 1�1 RX H14ck Lite Hkvd S W - 01)MV1,1. 9N11Z - Phone 1(0 144 917, ]-,it i(M.�i4 9?74 4� NW Regloin N411 Dol�uini Sttcvt, Siii(v 5 1 flelliachar". W�% �12 - Pilmle J60 r,471 41161 f-,ik 160.647.81 1 L wtbsilc' 9th Ave - Schrieber Residence - 16B]08,0410412017, #F80572,Page I of] N4,ateri,als Testing & Cotisidting, Inc. MIC C.w*"%nW FoginverimS & Ciiinwhing 0 Spedni ImPKIhm 0 Midewinh Tvtfmc 0 9"Nintimenial C-MmIliew &C 9th Ave - Schrieber Residence - 1613108 - Field Report: Structural Steel, Job site: Report #F83162 CLIENT Ron Scott Homes DATE 08/04/2017 PROJECT LOCATION 8 tO 9th Avenue South PERMIT # BLD2015-1252 Edmonds WA Inspection Information: Inspection Date: 08/04/2017 TimeOnsite: 1100 Weather Conditions: Clear 88A' F Inspection Performed: Comments: Sti uctural Steel, Job site Arrived on site to perform continuous special inspection of CJP welds for TSS beam brace. Location : along the north side of great room on west side of structure. Details : a photo copy of a single detail 19. No shop drawings were made available. Welder was Dennis McVay. WABO certification number W20753, expires Oct I st, 2017. Inspected fit up alignment and groove depth and angle. Inspected root pass ('of- size, defects, fusion and consistency. Inspected subsequent passes for size, defects, and continuity. Filler metal was 7018 sticks stored on site in a dry box. Due to complications during prep, only the brace on the north side was completed. The root pass for the brace on the South side was completed. All work conformed to the provided detai I and AWS D 1. 1 standards. Images: ftXP 0-4 MIR -DjW4M111W 942M MAWS A' TA' Or— %9b.46MA. — - _. 1.0 WALOt 10 TCR- CP 69AM- 6WILK UA TOP PLATE—, PWATR >—­--4a.__ kj. As L&TVVIYAM J.& SCMT4�p,! "'LER PULL Pr*1M.­-r---- > G-REAT ROOM BEAMS AT ROOF PLATE UPLOADED: 08/07/2017 08:34:00 AT ROO washw0or. P 0 am 7310. OW-0 WA M07 4!0 361�� . . VMW om Certified Welder Card DENNIS W MCVAY P0 BOX 662 GRANITE FhL1 98252 MM QOA.= W20753 Pemv an of be" *yptabo, d0ir UPLOADED: 08/07/2017 08:36:00 Corpnralr 7137 Cbrvitler Drive ii Ilurlingion, WA 9823.1 4 Phiefte * Pas 360.755.1980 SW Region I 1A 141,h,�k I ike Hivil S %1 - 4)1�nipij, W A 9H1 12 - Phorie 160A W9177 �Wl S34 9779 NW keslan 905 liuviiiii Sttcv1, Suitc 5 1 liellingliam, 'A-.% 99221 Phime 36C 6473,611fi I Im"x J611,647.91 11 Vilij Mir Web%ije! :. . -if. I - �'. *h Ave - Schrieber Residence - 16B108,0810412017, #F83162, Page I qf3 Materials Testing & Consulting, hic (4,4ek-finimi F,4n"nng A ( familti"N O'Spomini Impiwthin 0 %W�inh T"ng 0 Vm im"menoM Cewmillim F.xi—" 6--r-Smv IpAl UPLOADED: 08/07/2017 08:48:00 UPLOADED: 08/07/2017 08:49:00 UPLOADED: 08/07/2017 08:49:00 UPLOADED: 08/07/2017 08:50:00 4 orpior m I v 1 7 4 hr It r Df I L't - It U f I In It ion, WA 9N21.1 V kbumt- 3611,7.4.1 .19911 FA, x .460.745. 1 YNO SIA Ittginn I I, H i,- I � 6 r- W %,J �', Nk - 01) nipl.l . 'A A -JH" 2 Vh,,ilo 160 -� 14 li ",' - � o i0l N i4 9 ",") NIA k4-glan N411 Dopi'lli stywk-1 suiri. 5 ' H� 11 qllam . �A A 98 Phi,iic 40,11 fA � W16 I - 1-io. A1.11,647 K' I I I wr ll'ilc' 9ihAve - SchrieberResidience -16BI08,0810412017,#F83,162,Poge2 of3 Materials Testing & Consulting, Inc. th,Aerfinical FrWowemng A 0aimpiting 0 SixTIM Impffflim 0 %1"wrivili TrAhng 0 Fnvininmenial ('rwmlll*c Fmy�-,md 09A] y L" ailavori UPLOADED: 08/07/2017 08:50:00 UPLOADED: 08/07/2017 08:51:00 REPORTED BY: James Northouse REVIEWED BY: Raymond McNamara, Project Manager Carpnriale 777 4 hr 44,14-r Dgirt llurl,ugian, "A - 1philm, �4.11.7SSAOAJD - FAK 360.7$5.191u) S %v Regilln I ?.% H,;,,, � I a I �, 14' �-il NY 0 1 1: 1.4 , IN 'N 9 Hl, Plwo o 160 4 9 1,1 J (,' I NJ 4 97 � Q N % ki-KI 00 N41 '1 1) 11 1�- - 111 -S I ll� k: 1 111 a m A 1) H 21!� P ti,me A 0,11 f�4 f; 36 1 - J- A f-kl, 6 4 1 1 t . I 'I f w 0 1, i i C: 9th A ve - Schrkber Residence - 16DI08, 0810412017, #F83162, Page 3 qf3 Niaterials Testing & Consulting, Inc, G-A_1Ar,l+Tllral FWjwering A Oin"Ifivig 0 Slx-dHl In4pe"bin * %fait-viah Tomling 0 Envinailvirnial ("A"llire 9th Ave - Schrieber Residence - 1613108 - Field Report: Reinforcing Steel: R, CLIENT Ron Scott Homes DATE 08/29/2016 PROJECT LOCATION 810 9th Avenue South PERMIT # BLD2015-1252 Edmonds WA Inspection Information: Inspection Date: 08/29/2016 Time Onsite: 13:15 P.M. Weather Conditions: Inspection Performed: Reinforcing Steel Comments: -MTC on site as requested to visually inspect reinforcing steel at the following location(s): 1.) MTC observed the completion of the reinforcing steel for the detention vault cast in place 5" slab on grade. MTC observed the reinforcing steel to be #4 at 16" oil center per the foundation plan on sheet S2 and detail A Oil sheet S3. -Reinforcing Steel Inspection: I .) MTC visually inspected the reinforcing steel at the locations noted and for the exception of the items noted below, found it to comply with the approved project plans and specifications, MTC observed the reinforcing steel size, grade, type, and placement. Images: UPLOADED: 08/29/2016 18:36:00 REPORTED BY: Michael Currie REVIEWED BY: Raymond McNamara, Project Manager Corpnirale � 717 Cill Drivi- o 111url.altion, WA 4h2.13 - PlikiiP64, .46th.17SIA-11990 - V4h% A64.745-19KO SW Region �11 is Hlak I ake Hivd �) W - 011nifla, AA 911iiZ -160 'J.14 )-�4k J611.5 W 97?9 N% kc-filom 11olmni sslik�v 's - ll,:1lii1rhiiii, WA 0 Pfimic .4611 647JOfil lf�tl.647.Kl I I mir WVh0ic, % 0 r, *ills t , I 91h Ave - Schrieher Residence - 16B]08,0812912016, #F76176, Page I of]