Loading...
HomeMy WebLinkAboutBuilding Miscellaneous 2014-4-14 • Earth Springfield Office Engineers, 4660 Main Street, Suite 100-1A Springfield, Oregon 97478 ITC. (P) 541.525.6759 • DAILY FIELD INSPECTION REPORT Page 1 of 2 client: E.A. White Construction Company, LLC Permit No.:City of Springfield: Date: April 14, 2014 811-SPR2013-01715 Project:Candlewood Suites Hotel Project Address:3005 Franklin EEI Report No.: 13-029-44 Boulevard, Springfield, Oregon 97477 General Contractor: E.A. White Construction Company, LLC Subcontractor: Weather: Inside items Inspected: Simpson Strong-Tie ATS system o New Inspection • Re-Inspection Type of Inspections • At Completion 0 In Progress 0 Post Completion 0 Continuous• Periodic 0 Other Arrived: 9:00am Detailed Inspection Notes Departed: 11:00 am As requested by Jim Culver of E. A. White Construction CO., Earth Engineers, Inc. (EEI) representative Greg Thibeaux, E.I.T. was on site to perform special inspection of two (2) Simpson Strong-Tie ATS anchor tie-down system units located at grid line 9 at M and approximately 9 at J (refer to drawing: 2nd Floor Framing Plan, 1-S2.2, Sheet OL, Job No:- 130915A, Candlewood Suites, dated 11/11/2013 provided to us by Jim Culver of E. A. White Construction Company). The units were replaced after the initial inspection (on April 11, 2014) because they had been installed incorrectly. Upon arrival on site, EEI rep observed the contractor, Jim Culver of E. A. White Construction CO., pulling the pins on the above Simpson Strong-Tie ATS anchor tie-down system units in order to activate their hold down function. The acceptance criteria for each Simpson Strong-Tie ATS anchor tie-down system unit is as follows: On each unit, there is a pin that must be pulled in order for the ATS to be functional. After the pin is pulled, the ATS spring must remain intact and must not show any observable signs of unwinding. During our previous visit, EEI received verbal confirmation of these criteria by Simpson Strong-Tie representative Jim McPherson. To the best of our knowledge, the work inspected was in accordance with the above criteria. The location and type of each Simpson Strong-Tie ATS anchor unit, and whether or not each unit met the acceptance criteria, was clearly marked on the drawing "2nd Floor Framing Plan, 1-S2.2, Sheet OL, Job No:-130915A, Candlewood Suites", dated 11/11/2013, provided to us by Jim Culver of E. A. White Construction Company. Detailed drawings of each type of ATS unit (T1, Ti S, T2, T2S, T3, T3S) were provided to us by Jim Culver of E. A. White Construction Company (Candlewood Suites Springfield, OR Job No:-130915A, Simpson Strong-Tie). The detailed drawings state that"The ATS runs in these drawings are based on structural drawings by Ryan Hardie PE, SE.". On the drawing, "2id Floor Framing Plan, 1-S2.2, Sheet OL, Job No:-130915A, Candlewood Suites", dated 11/11/2013, the location of each ATS was circled, the type was noted, and a checkmark was placed by the notation if the ATS met the acceptance criteria. If the ATS did not meet the acceptance criteria, a "?" mark was placed by the notation. Based on our inspection, both of the replaced ATS units that were inspected met the acceptance criteria. The locations of the (2) anchor units (at grid lines 9 at M and approximately 9 at J) were noted on drawing "2nd Floor Framing Plan, 1-S2.2, Sheet OL, Job No:-130915A, Candlewood Suites", dated 11/11/2013, with the type name"T2" and a check mark. EEI Report No. 13-029-44 April 14, 2014 Page 2 of 2 • v m 1 1 l P �` c1 ' !:PO s t L .... 1 if Ai' tY h '' h,x of •I: (' r y1jq+•., r � ttt � �i 1 � by it I 1. °, ) •l, � . la6 l,� +W , l zo d 4S fl '.<1.f t n `..\' I. a( ,,„ k t e, �t «,I I ll, 11 t 11. t tN �"- $k , �, /1y II It \; n� S� �r t 7 F 1 1 , C I4 �.'h ('' r �.. I t71. ai t` 15s r I i f+'.rN':�M-•kerAt •a 1,4'''� bX a " '.��� i ;' 1.1"; a Ifl 11 r $ 11i �q� >* s t3 { .. :awe . 5't'.. ) f m� ��yc.a.�, t U 1'r 196 rv4 N .y , »° k t. t s ww'�-4' • '''' 3o- as • -ig∎Z w� }'.�h 4k ?* ;A{' 1b'Nf�Nt. Fii ! mar r, �„(� s 'rrS 14y1411;ra i V :i4t-e is Vin:, 4.4iF r ;. t`a Jvrw4w.71^ Ah'S . t r.9 �'�:r asi•...r __i_...._r...-� `�E°/* ^J�s::�'a�fl�'�. ..��w���'fT.'.5�-2W„�r w'. ,el 1 Photo 1: Simpson Strong-Tie ATS anchor at grid line 9 at M. • Distribution (electronic distribution only): Pete White—E.A. White Construction Company—petew(@eawhiteconstruction.com Al Patel—Candlewood Suites Hotel—alpatel9 @gmail.com Andrew Bremmeyer—Wedgewood Services Inc.—andybwedgwoodservices.com Ryan Hardie—All Structures—ryanh(a�allstructure.com (a) Todd Singleton—City of Springfield—tsingleton@ springfield-or.gov Robert Castile—City of Springfield—rcastile @springfield-or.gov • Field Staff Name(Print): Greg Thibeaux, E.I.T. Report Reviewed By: Ray Aliperti Field Staff Signature: . Copy of Handwritten Report Left on Site: No H / Our inspection does not relieve the contractor from performing in accordance with their contract,approved permit documents. Earth Springfield Office Engineers, 4660 Main Street, Suite 100-1A kw Springfield, Oregon 97478 InG. (P) 541.525.6759 DAILY FIELD INSPECTION REPORT Page 1 of 3 Client: E.A. White Construction Company, LLC Permit No.:City of Springfield. Date: April 11, 2014 811-SPR2013-01715 Project:Candlewood Suites Hotel Project Address:3005 Franklin EEI Report No.: 13-029-43 Boulevard, Springfield, Oregon 97477 General Contractor: Subcontractor: Weather: Inside E.A. White Construction Company, LLC Items Inspected: Simpson Strong-Tie ATS system - • New Inspection ❑Re-Inspection Type of Inspections • At Completion 0 In Progress ❑Post Completion ❑Continuous• Periodic ❑Other Arrived: 9:00am Detailed Inspection Notes Departed: 2:00 pm As requested by Jim Culver of E. A. White Construction CO., Earth Engineers, Inc. (EEI) representative Greg Thibeaux, E.I. was on site to perform special inspection of Simpson Strong-Tie ATS anchor tie-down system units. Upon arrival on site, EEI rep observed the contractor, Jim Culver of E. A. White Construction Company, pulling pins on Simpson Strong- Tie ATS anchor tie-down system units in order to activate their hold down function. The acceptance criteria for each Simpson Strong-Tie ATS anchor tie-down system unit is as follows: On each unit, there is a pin that must be pulled in order for the ATS to be functional. After the pin is pulled, the ATS spring must remain intact and must not show any observable signs of unwinding. EEI received verbal confirmation of these criteria by Simpson Strong-Tie representative Jim McPherson. To the best of our knowledge, the work inspected was in accordance with RFI No. 12 and 16, and with the above criteria except as noted below for two ATS units. The location and type of each Simpson Strong-Tie ATS anchor tie-down unit, and whether or not each unit met the acceptance criteria, was clearly marked on a drawing (2nd Floor Framing Plan, 1-S2.2, Sheet OL, Job No:-130915A, Candlewood Suites, dated 11/11/2013) provided to us by Jim Culver of E. A. White Construction Company. The ATS units are typically located at pop-out shear walls, which are shown as dashed lines on the above referenced drawing (see photo 1). Detailed drawings of each type of ATS unit (T1, T1S, T2, T2S, T3, T3S) were provided to us by Jim Culver of E. A. White Construction Company (Candlewood Suites Springfield, OR Job No:-130915A, Simpson Strong-Tie). The detailed drawings state that "The ATS runs in these drawings are based on structural drawings by Ryan Hardie PE, SE.". These details show each typical ATS system, including the floor on which the system terminates. Per verbal confirmation by the contractor, Jim Culver, each ATS unit, once functional, will be in either tension or compression. Whether the unit is in tension or compression will change due to the normal shifting and settling of the building structure. A T3 ATS unit located on gridline 10, between lines A and B, was damaged during the inspection but was replaced and successfully passed inspection during the site visit on April 11, 2014 (see photo 2). Note that any changes to the design and location of ATS units are clearly noted on the referenced drawing (2nd Floor Framing Plan, 1-S2.2, Sheet OL, Job No:-130915A, Candlewood Suites, dated 11/11/2013) and are referenced to either RFI No. 12 or 16. On the drawing (2nd Floor Framing Plan, 1-S2.2, Sheet OL, Job No:-130915A, Candlewood Suites, dated 11/11/2013), the location of each ATS was circled, the type was noted, and a checkmark was placed by the notation if the ATS met the acceptance criteria. If the ATS did not meet the acceptance criteria, a "?" mark was placed by the notation. Based on our inspection, all ATS units met the acceptance criteria, except for two (2) units located at grid lines 9 at M and approximately 9 at J, which are marked on the above referenced drawing. These two units at 9 at M and 9 at J were incorrectly installed and will be replaced and re-inspected on Monday April 14, 2014 per notification of our office by Jim Culver. The results of that inspection will be presented under separate cover. r EEI Report N April o. 13g1-e10222900-f41433 Pa �';' i € fi�i "1 rtki 1 c 'r 1 4,li a , I s :ry k I r. iari - 4 I X t ;- t li I is u '1 � Tlt ._C ' -tfs4l ` J ♦ gg,. 4 I t, " .q.. 'fir' §+,1. " a I v�a a " 4t,',.j I,. } A r i 1 1e d.• a " y{R i T( "'• X — L i - � r i t •• li 1 r r II ' ' i 3' ' tI +t a j . P. IJrt i ft, " + 1A �•.. ""r p�;H "e�ll� , '�;n i t ." ,, :. : . . : ;^ v aI v : e xv ` , f+l�l "tip tt� l .. l,F " p t NbM : S ":1171;.- .w". Photo 1:.Typical Simpson Strong-Tie ATS anchor tie-down unit. C' C i A 91 4 N f 7 KJr� ( ty � k � r I. , Iii 1 " I `t: B ;x ts17 i 7 ", l . t IF 1 Vfit't. t k z " N f l "St n � ' i 7 i L 4 a Sr"t t F ,,,,**4,o � " n "4 h F ' ,13 4 • =aC1 !(�t ! ,4'''';;:1 L .- la--Ar (Pt.. t art tt,1-1 1I . x a wY 1" r }2 �,t ? 4,',4 itl" r k _:"1 t x;`^-a . 1 4 5ar w" t Et " trjr tt44: a i i t ' '' fit tt: i' e r r , i _ ni t:& '.* w. ..Y -^:1",;?;..,f i (rx + q7 1 f I ,;" hw a .c .tr S 1 " "" `4 " "" I - 1 lr V4'44 wn t t 1"1!' ' .x+:::,...:1 .44• a •h " t I7m,a:: — 7 Y °r Photo 2: T3 ATS unit at gridline 10, between lines A and B,which was replaced and passed inspection. EEI Report No. 13-029-43 April 11, 2014 Page 3 of 3 • Distribution (electronic distribution only): Pete White—E.A. White Construction Company—petew(a1eawhiteconstruction.com Al Patel —Candlewood Suites Hotel —alpatel9(ahgmail.com Andrew Bremmeyer—Wedgewood Services Inc. —andvb(a�wedgwoodservices.com Ryan Hardie—All Structures—ryanhallstructure.com Todd Singleton—City of Springfield —tsingleton an,springfield-or.gov Robert Castile—City of Springfield—rcastile@a springfield-or.gov Field Staff Name(Print): Greg Thibeaux, E.I. Report Reviewed By: Ray Aliperti Field Staff Signature: Copy of Handwritten Report Left on Site: No Our inspection does not relieve the contractor from performing in accordance with their contract,approved permit documents.