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Home My WebLink AboutBLD2017-00654 Lateral Wood Framing - BLD Engineering / Geo-tech Reports - 4/4/2018 Qbmim - 2dx 'Materials Testing & Consulting, Inc. 1W G~+nw FaMm"aAnurumv Son=1#81 Smith Residence - 17KO45 - Proprietary Anchors: Report #P183405 CLIENT Mark Brandy Smith. DATE 04/04/2018 PROJECT LOCATION 560 East Cronquist Road Allyn WA PERMIT #BLD2017-00654 Inspection Information: Inspection.Date: Time Onsite: 8:00 Weather Cloudy with light rain and wind,40's*F 04/04/2018 AM Conditions: Inspection Performed: Proprietary Anchors Field Data: Base Material: 0 Concrete N Un-cracked Thickness in inches: unlimited Specified Compressive Strengthen psi: 3000 psi- estimated Hole Data in inches: Depth: 8.5 Edge Distance: 2 End Distance: 2 Diameter: 3/4 Spacing: 8 0 Clean O Drilled 0 Cored Mechanical Anchor Data: J�,pe: Length in inches: Diameter in inches: Torque(Ft.lbs.): 0 Setting Tool Present Adhesive Anchor Data: Prod (A u Hilti Hit-RE 500 V3 Batch*:,2123401 Name: Timber truss to concrete piers along waterfront elevation of house between;Exp.Date/Shelf Life: 08/2018 lines 3-8 Number of anchors: 26 Anchor Length in Inches: 12 Anchor Diameter in Inches:4/2 0 Threaded Rod 0 Holes properly cleaned prior to epoxy installation Remarks: MTC inspector on site, as requested,to observe installation of post-installed adhesive anchors.Today's work involved installing the timber trusses to the concrete piers along the waterfront side of the house.The location was shown on sheet S-1.0 of the project drawings dated 29-SEPT-2017.The applicable detail was 1/S-2.0.A DEFICIENCY was issued since the holes were drilled using a 3/4 inch diameter drill bit.According to the information found in the instruction booklets accompanying each packet of epoxy, the holes should have been.drilled using a 9/16 inches drill bit.This information was repeated on page 9 of ICC-ESR 3814(see table/figure associated with threaded rods on that page).A massive volume of information was e-mailed to MTC's inspector from Mr.Phil Bachofner P.E.of Stahly Engineering&Associates, Inc. Information included countless tables and technical information supplied by Hilti.A clear,statement.is required frorn the FOR approving or rejecting the use of 3/4 inch diameter holes in lieu of 9/16 inch for today's work.To the best of MTC inspector's knowledge, the installation of the anchor bolts of was performed in general accordance with the project plans, epoxy manufacturer's written instructions and ICC-ER 3814 with the exception of the deficient items noted above. NOTE: The deficiency noted above has been cleared per EOR's approval via email dated 4/0 5/18. _M�s.: corporate 9, 771 cbrysler Drivo - Burlington, WA 99231 9 Platime 360-75S-1990 Pax 364.755.1990 SW Region 1118 Black, 1-ittile Blvd, S,W,- Olympia, WA 99511 * Pbimc J601.+4,1J771 - Fax 160A,14,9179 NV V kOXIDIA 805 DUVOT11 S(T90, Slhit-V i - heilinghstm, WA qP22$w PbooL 1641.641.4941 - I-ay. 3-60.6-47.91 It Visit out website: Smith Residence-17K045,0410412018,#P183405,Page 1 of 2 Mate.rialsi n u ting Inc �rrc C, "1C FMCWwrin Conmaing 9 Spetiai Im 0 Mat"iaiS Y ,•Emimmental Ce"Wift UPLOADED: 04/04/2018 16:25:01 Timber trusses UPLOADED: 04/04/2018 16 24:04 installation of a erected shown here along the waterfront side of timber truss under way the house REPORTED BY: Randy Gray REVIEWED BY:Medhanie Tecle,Project:Manager hF� 1"•rh wmr••w,i+.; mm.«'met xawrd �aa. e.a4+Eaz+»r+.+ws++si*�,+,a4le+r.�d�.wst.n.da my..,xa.�:a+rmcya.x�z•:.trs«a±� •+•.4�vren,e... Aa..•s.+°.rtsrt:,air ��w rt.ras*n+av,.n ,........ +tie-m£Y .m'ca'�" +1F e,Yw+*•s+a nri zcwta'�--+nr aaFNRm• a 1100 101" 47 'f'W. 1— ktt r-4Ma.r.,et•vJ- Cor,porstae s 777 Chrysirr brkve * IlsrllnRton, WA 4*23,1. Phone 34t1.759.1990* Fax 3610.735.1 80 SW Regina 21IX Mack I.-a a (4lvd S.W • 1)1)mpta, WA 'Mi12 . Pbone :160AU.'9771 * Pax 360.514.9'7'74 NW Region ■ 901 Dupoill atteet, Suitt % ltellinghn-m• W'A 9R2 • Pboue 460,641,40,61 * Pax 160.447.,8111 Visie our website: AAxi mir i r moos Smith Residence-17K045,0410412018,#P183405,Page 2 of 2 Qbmwwx Materials Testing Consulting, Inc. G niCW F . ' C it cent" "rl specw Uqwcdm•serials TeOtR 01?n+ori ttmmtsi tip 1�0� Smith Residence - 17KO45 - Field Report: Nailing: Report #F183169 CLIENT Mark Brandy Smith DATE 03/30/201.8 PROJECT LOCATION 560 East Cronquist Road Allyn WA PERMIT#BLD2017-00654 Inspection Information: Inspection Date: Time Onsite: 1:30 Weather partly cloudy, 50's*F 03/30/2018 F M Conditions: Inspection Performed: Nailing Continents: LATERAL WOOD FRAMING INSPECTION: Sheets: S-1.1,Lower Level Framing and Shear Wall Plan;and S-1.3, Main Level Wall Framing and Shear Plan Location: Sheathing to framing nailing for exterior shear was Detail: Shear wall schedule on sheet S0.2 Elevation Range: Lower level to main floor The materials used to fasten the sheathing to the framing for the:location described above were found to have:been properly installed.The materials included 7/16 ins.plywood sheathing, size 8d nails and Simpson MSt137 strapping. Strapping locations were shown on sheet S-1.3. The work observed was found to be consistent with the applicable information found in the project drawings dated 29- SEPT-2017, rev. #1. Images: r•aa�BFw,a�.r sn,°�p,�sr,�t'ti�xk��r+xed�s �urw��a+x�M'a+rA,� Yfilx�r{-:.Mtn fid atnrt�t�T'naK.r.{�Yt r".v.a�a«�ta.�w8 lws fill r�.4rax ra.xexr�wd. Corporate v, 771 Chrysler Drive * Burlington, WA 992 S * Prone 360.765-1990 Fax 360.7 S.199 $IN ReI114)n 11 RX Black Lake Hiva, S. + Olympi#, ttVA 98t12 + Pbone * FAA 360,534,4179 NW Region * #5 Dopout Sttkt t, Soilt 5 , 1rolliopham, '.'txA 9R21 • Phone „1641,641.40 1 * Fos '.1[60.447,911 i Visit our wrbsi,tc: •.a A A_Mtt izc.maj Smith Residence-17K045,0313012018,#F183169,Page 1 of 2 Qbhm Mate ri is _Testing & Consulting, Inc. TW G nkai F. nR dr C ttsWng 0 Special Imprctift•!Nt 1s ;0 F� nmt�Ntl� ilia P #armoanza KKft*IMI 3 IW� V mm c-3 la phu i b � I' UPLOADED: 03/30/2018 1.5:27:31. only exterior UPLOADED. 03/30/2018 15:26:53 waterfront side side of the type D4 double sided shearwalis at the shear walls garage installed REPORTED BY: Randy Gray REVIEWED BY:Medh.anie Tecle,Project Manager rxraca Atxa I i.. mF-mar eri«exn a axr.rd '¢mwn',ey F'R'r1401 2612 d4 I— At# ri4M.,a r„exlraxi. corporate + 772 (,'bry*lcr Drive 41 Hurlington, WA 0023i# 1F laose 160.73S.i4!(F» Fax �ti6.�i S3.1lFli SW Rtwoon 21 IS RoAck bake i1tV4, S,W » Olympia, WA 9>til2 • Ptorte :460134.'1 1 » tar, 360334.9719 Flee R*9160 » $05 DUP0111 51rsi:t, Stlktr. 4 • iietha ham, WAS 9922 » Phkane 160 64'.firtl4tl » FAx A,60.tt47A1.I t Vish otir webs tc: + e Smith Residence-17K045,0313012018,#FI83169,Page 2 of 2 MW Materials ein Consulting, nc G niesi F &CmvAftng 0 Spe+rlsl ln. 0 Mode+rWi T"fog•Enmiirunmental C4asal0ft hatwrarcr;A,uaat,19*1 a Smith Residence - 17KO45 - Field Report: Visual Soil Inspection: Report#F85525 CLIENT Mark Brandy Smith DATE: 11/02/2017 PROJECT LOCATION 560 East Cronquist Road PERMIT# Allyn WA Inspection Information: ........... . .. . Inspection Date: 1 1/02I2017 Time Onsite: Weather Conditions: LT RAIN 40s*F 0815-0930 _.. ........., Inspection Performed: Visual Soil Inspection Comments: MTC repiesentati%,e on site,as requested by client,to perlon-n visual inspcetion on cut native subgrade for building footings. The cut native soil subgradc was assessed by use of l/2"T-probe.Maximurt penetration of 1"with f rin resistance was encountered in some areas,with typical penetration of less than 1/2"throughout.The subgradc appeared finn,unyielding and competent to bear the footing loads. NOTE:The allowable soil bearing pressure is 1500 psf per the general structural notes in sheet No.S0.1,prepared by New Energy Works, dated SEP 29,2017. Images: UPLOADED: 1 1/07/201 7 00:29:00 UPI..,OADED: 11/07/2017 00:30:00 REPOR'I ED BY:Wes Parnell REVIEWED BY:Medhanie Tecle,Project Manager t,��andrve...har=w.�!e..�.�.:+.�.+a -arrorM Mwo+:.a*..-a,.«aga.. r,ea-xw.rl�wkr,jai wm ++m.�9mrY+M+.�wv�+r�w+�,rr�+-ta�wa dswf,d e�ec+w.*.e+r om�.»,.wza�aax p�MprowSn er,.W.s+umf,,w.r.Arnm.+r c+*mx»#Y�a s+ary��.. w xy7 +F+.wammw,i f:�r-smear at�°�+� t Slde-�,!!2 Nl rtmrimiw s'rtwwFwy E C+a�•:l^,s9.iccu- #4C>r��. r..wrew�l. C arparnle v 777 Chrysier Drive + Harlington, WA 92233 * Phase 340.753-1990* Fax 366.753.1+#90 SW Region « 2t1$ :R IAck Lake 131vd, 's.W * OlyrnP1n, "+tiA 90514 . Phone 300,534,0711 * Fax t�IM,;�t4,�179i NW R*Slos * $01 DttlsOnt StMO, Suite 5 a Ileinailham,*A 9922$o Phone 466_641 61161 + Fax :I60.tE,47.$1 It Visil our websile: AytyE.mtc ins tot Smith Residence-17K045,11/02/2017,#F85525,Page 1 of]