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Home My WebLink AboutCOM2007-00062 - COM Engineering / Geo-Tech Reports - 12/6/2007 WIS DATE 2/5108 NO. 8080 WELDING INSPECTION SERVICES PROJECT Maintenance Facility Building Inspection,NDE,Testings 61 P.O.BOX 1044 SUQUAMISH,WASHINGTON 98392 LOCATION Mason County,Shelton WA (360) 697-1771 CONTRACTOR Rognlin OWNER Mason County FAX (360) 697-7316 WEATHER Rain TEMP. 37 F TO PRESENT AT SITE Contractor Krazan and Associates,Inc. Rognlin Inc. PERMIT NO. COM2007-00061,00062,00064 Building Offlcial-Mason County Krazan job No. 106-07-228 SPECIAL HS BOLTING INSPECTION Requested by Krazan for special HS bolting inspection at the project. Arrived at the site 0930 hours. Reviewed drawing details Behlen pre-engineered buildings 4, 6 and details for building 7 (no HS bolts in building 7). Findings: Building 6 Covered Storage,2 main frames,2 end fiames,portal frames. HS A325 Hex bolts installed per specifications and connections brought to a snug tight condition,plates tight together. HS bolting meets requirements. Noted and marked several anchor bolts at columns not tight. Observed bolting crew tighten all anchor bolts-OK. Building 7 Pump House. No HS bolts required. Verified light gauge rafter connection clips installed and screwed per specifications. Building 4 Vehicle Wash,4 main frames,2 end frames,portal frames. HS A325 Hex bolts installed at main, end and portal frames. Connection plates tight together,conforms to snug tight condition per specifications. HS A325 bolts manufactured by NB, YHC. 110 Qc 1 KENNETH A.EEP,t96 930 91 Ken Havens, Senior Inspector,AWSICWI,ASNT III SIGNEQ_-774gg� (10/28/2008) Larry Waters-CONCRETE.pdf Page 4 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cy I.Code P13555 Pour Date 12-6-2007 Report No. 33214 weather RAIN Jurisdiction MASON COUNTY Permit No. BLDG 6 00062 Project MASON COUNTY PUBLIC WORKS FACILITY Engineer Location SH ELTON, WA Architect client MASON COUNTY PUBLIC WORKS Contractor R OGH L IN Field Data Site Mix Reported Batch Data supplier MILES S&G Plant No. 208 Cement Type I &II Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Nix No. 02550 Conc. Air Cern.lbs. 512 Temp. Temp. Unit F.Ash lbs. - Tme Truck# Ticket# %Air Skimp (F) (F) WL 7:30 M095 23989 4.5 62 43 - C.agg.lbs. - C.agg.lbs.2 1836 C.agg.lbs.s - sand lbs. 1486 Water 28.5 Placement Area Admixture 16 Footings walls Columns Grade Beams an.r - SlablDeck Slab Pilings Other Air Ent.(oz/ewt.) - Grids BUILDING 6 MONOLITHIC FOOTING AND SLAB SAMPLED FOOTING, EAST SID E BETWEEN F5.0 water Added on Job(gals.) 6 FOOTINGS. REINFORCEMENT CONFORMS. Field Test Methods Remarks 50 YARDS PLACED BY BOOM PUMP. ASTM C143 OR, ASTM C138 ❑, ASTM C CONSOLIDATED BY MECHANICAL VIBRATION. ASTM C31 OR, ASTM C173 El,® Other W/C=0.46 Inspector PEN N SEELY Reviewed By Laboratory Data Design Strength 4000 Date Specimens Rec'd. 12-7-2007 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Stir.(psi) Set# By Type ASTM C39 ❑ P13555- 12/13ro7 7 4X8 12.55 46595 3,710 TBH 2 ASTM C109 ❑ P13555- 01ro3ro8 28 4X8 12.57 68895 5,480 TBH 2 ASTM C ❑ ASTM C123231 ❑ P13555- 01ro3ro8 28 4X8 12.57 64185 5,110 TBH 1 ASTM C1019 0 P13555- 01ro3ro8 28 4X8 12.57 66540 5,290 TBH 1 Other P13555 Compressive P13555 Flexural P13555- P13555- Test Results Remarks FR 93702 Conforming Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone X 2.Cone&Split 0 3.Cone&Shear E 4.Shear 5.Columnar(Split) COMPACTION �-KrazZ & Associates , Inc . REPORTNO.: 064. 0 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: �`I 4 V — CONTRACTOR: �/L 1!'t l PROJECT#: �d� d ? PERMIT NO: Cam 0,7 C>04 co 'L A—�� PROJECT: A4L5Q-1 el, 15 k 1 %ZFy JI 101 INSPECTOR: YUy r- LOCATION: 54 e-Ov,,. �.__ JURISDICTION: / "1&,5 d.1 e!�Q KRAZAN PROJECT MANAGER: ___�—>__ WEATHER: /` I. &ct r— _TEMP: r"E U ❑ WASHINGTON DENSOMETER ❑ SANDCONE 0' NUCLEAR TEST ❑ OTHER r� `tra LOCATION MAP N ❑ Paved Areas (circle one): Sub /Agg /Asphalt ❑�Building Pad (s) , $ ❑ Other K ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly =3 Curve Unified Soils Classification Max Dry Opt Density Moisture Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth %, Compaction �7 { 457 z eL4- /2�cp 7, 'r `7tv i2're,3 7, 7 t% Z 2- `l 7 Map Location: Curve Test Method: This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future __ _ construction activities or rainfall events.The compaction tests were performed at the approximate Attached Daily Avg.Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities_L�fj S vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork Dai y Avg.S d or paving construction, nor does our work relieve the contractor's responsibility to conform to the _Count moisture (r S y __ approved project plans and specifications. Gauge#_ O To the hest of my knowledge,the above wAS NOT performed in accordance with the approved s,specifications,and regulatory requirements. Superintendent/Representative: Technician: / Serving the Western United States q�L� 1501 Canpnaion Rcporl.doc Revi�ioa I I Gfratin Date:11 9/* FIELD REPORT NO: _� 'aZal"1 & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE:— I ( CONTRACTOR: PROJECT#: ! (o " 0 7:2-2-Y JURISDICTION: PROJECT: /"Ct;GSr� t �'. S 21c�2 �•S� ��( PERMIT#: Gun�tiL -•��) ' C�OC� Z Ii�'� (� LOCATION: 5 fie," INSPECTOR: �f,(•i WEATHER: C� lu•r TEMP: KRAZAN PROJECT MANAGER: � LYl_� ry (u c-e_ ('o,,-,ocec4 et ,( e e.� '�ce h (.�.S r n< �U ct L''I tA.cc r- t'rt ✓I(Ala"CaL, (.0, ✓octuf' At ei rf1/— e_/'I' -C'rlY C) F 4 �S_&)e t Fel—e'Ac. r— Co/k o 2c•;firv, Equipment/Asset Number(s): To the best of my knowledge,the above AS WAS NOT performed in accordance with the approve lans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 1501 Field Fepori.doc Revision I Effective Date.525/05 The information provided on this report is prepared for the exclusive use of the client.This report may nor be reproduced in any format without the written permission of the client and Krazan&A.—iciares. Krazah & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl. Code P13555 Pour Date 12-6-2007 Report No. 33214 Weather RAIN .jurisdiction MASON COUNTY Permit No. BLDG 6 00062 Project MASON COUNTY PUBLIC WORKS FACILITY Engineer Location SHELTON, WA Architect Client MASON COUNTY PUBLIC WORKS contractor ROGHLIN Field Data Site Mix Reported Batch Data Supplier MILES S & G Plant No. 208 Cement Type I & I I Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. 02550 Conc. Air Cem.lbs. 512 Temp. Temp. Unit F.Ash lbs. - Time Truck# Ticket# %Air Slump (F) (F) Wt. 7:30 M095 23989 4.5 62 43 - C.agg.lbs. - C.agg.lbs.2 1836 C.agg.lbs.3 - Sand lbs. 1486 — Water 28.5 Placement Area Admixture 16 Footings Walls Columns Grade Beams Other - Slab/Deck Slab Pilings Other Air Ent.(ozJcwt.) - Grids BUILDING 6 MONOLITHIC FOOTING AND SLAB. SAMPLED FOOTING, EAST SIDE BETWEEN F5.0 Water Added on Job(gals.) 6 FOOTINGS. REINFORCEMENT CONFORMS. Field Test Methods Remarks 50 YARDS PLACED BY BOOM PUMP. ASTM C143 ® ASTM C138 ❑. CONSOLIDATED BY MECHANICAL VIBRATION. ASTM C ® ASTM C173 ❑. ASTM C31 ® Other WIC=0.46 --- - Items Inspected Inspector PENN SEELY Reviewed ByQ�/ Conforming Non-Conforming Laboratory Data Design Strength 4000 Date Specimens Rec'd. 12-7-2007 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str. (psi) Set# By Type ASTM C39 P13555- 12/13/07 7 4X8 12.55 46595 3,710 TBH 2 ASTM C109 p P13555- 01/03/08 ASTM C617 ❑ 28 4X8 12.51 68895 5;480 TBH 2 ASTM C1231 41 P13555- 01/03/08 28 4X8 12.57 64185 5,110 TBH 1 ASTM C1019 ❑ P13555- 01/03/08 28 4X8 12.57 66540 5,290 TBH 1 OtherI D P13555- Compressive P13555- Flexural P13555- P13555- Test Results Remarks FR 93702 X Conforming Non-Conforming Results Reviewed By \ ' Date Reviewed 7.)4�-A Codes for Break Types: 1. Cone 2. Cone&Split �� 3 Cone&Shear 4. Shear 5. Columnar(Split) F. _D REPORT NO: 9 37{� KraZM & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: !D Ace- -Z00 7 CONTRACTOR: 1?B c5A rZ,(,-/ PROJECT#: 104 - O 7 a;Z e JURISDICTION: IVd roN Ca, PROJECT. 4ll1#570N &P, PuQLlC 0","F "C4r-- PERMIT#: DO O ' ._z LOCATION: JYfC70- a, 6-M. INSPECTOR: ;Q01yA/ eS6_F4,3-' KRAZAN PROJECT MANAGER: a WEATHER: /'FA Al TEMP: �A/s/rc7-ian/ __ �A/C2�£T" PL�ce�lSA! r" �qT A'yIOiYoL/rH/C F0DTA/GIV•vD .SCgI� �oR ,duiz y /IVG G , yAPd,� A� f' LoGF iW eeu cNOuT SLAB AR A. ' `f�/;/rs o,V f'o��S foVC /✓7.'9: /e f�L�rRN9 OAKS c141 arTo� i.vfs PE.�I' aB, Shoo, 90 f st.90 ,�cwa Ls jr oZy �C. FSa faotiAres P�Q oc r 5 S20 PLt/Vft/ 41,C)e71cgL HoaKs. AVI'V.Zo Y 19d i;'V PG9e"e. "04in/rXs .�c/1 AfTcos 9 io , sago . g,oP�x� � cY o Yi}RDs 41/X O Q'3-5-0 'fe '9'C z) P a00 /0U., t�2, CO/VGRET.0 LtJA-S 01Y So VA-17 `0 d Y /NEci�.y.vi cfrL (/��d2.}Tion/. eb1v c:ei=Tc Ly/3 ss T"F_S7ry FR T ��R•�rKrzE /�ivp t5 Cu •��_ o.yg _ Df /Cor�R Cr�•ur��Ssionis �3'�9mPcS G�t�T: �ci=F,E�2�n/GE Yc/roF•2 7c F��2 T 3 ! S� fso2 72 s T 0,47W, Equipment/Asset Number(s): To the best of my knowledge,the abov WAS WAS NOT performed in accordance with the approved plans,specifications,and regulafory requirements. Superintendent/Representative: Technicia S Serving the Western United States 1501 Field Report.doc Revision I Effective Date:51Z5/05 The infnnnatlon nrovided on this report is omoamd for the exclusive use of the client.This moon may not be reproduced in anv format without the written Permission of the client and Kra tan&Associates. WIS DATE 215/08 NO. 8080 WELDING INSPECTION SERVICES Inspection, NDE,Testing PROJECT Maintenance Facility Buildings 4 89 7 P. O. BOX 1044 — SUQUAMISH,WASHINGTON 98392 LOCATION Mason County, Shelton WA (360) 697-1771 CONTRACTOR Rognlin OWNER Mason County FAX (360) 697-7316 WEATHER Rain TEMP. 37 F TO PRESENT AT SITE Contractor Krazan and Associates, Inc. Rognlin Inc. PERMIT NO. COM2007-00061, 00062, 00064 Building Official-Mason County Krazan job No. 106-07-228 SPECIAL HS BOLTING INSPECTION Requested by Krazan for special HS bolting inspection at the project. Arrived at the site 0930 hours. Reviewed drawing details Behlen pre-engineered buildings 4, 6 and details for building 7 (no HS bolts in building 7). Findings: Building 6 Covered Storage, 2 main frames, 2 end frames,portal frames. HS A325 Hex bolts installed per specifications and connections brought to a snug tight condition,plates tight together. HS bolting meets requirements. Noted and marked several anchor bolts at columns not tight. Observed bolting crew tighten all anchor bolts-OK. Building 7 Pump House. No HS bolts required. Verified light gauge rafter connection clips installed and screwed per specifications. Building 4 Vehicle Wash,4 main frames,2 end frames, portal frames. HS A325 Hex bolts installed at main, end and portal frames. Connection plates tight together, conforms to snug tight condition per specifications. HS A325 bolts manufactured by NB, YHC. 11' QC i I(MI TH A.Flrl S41S �so�o s� y,I Ken Havens, Senior Inspector, AWS!CWI, ASNT III SIGNEL). -~ T (11/13/2007) Debbera Coker- FW: Submital 12-Shop drawings &design calcs for building 6 Page 1 4. From: "Gary Beckner" <gbeckner@pcs-structural.com> To: <Dlc@co.mason.wa.us>, <ken.hawk@wcs-inc.com> Date: 11/12/2007 4:39 PM Subject: FW: Submital 12-Shop drawings &design calcs for building 6 CC: "Bjorn Gilje" <Bjorng@HelixDesignGroup.net> C° r-)-1 From: Gary Beckner Sent: Tuesday, October 23, 2007 9:47 AM To: 'Bjorn Gilje' Cc: 'Zach Walker' Subject: RE: Submital 12-Shop drawings & design calcs for building 6 We have reviewed the Behlen submittal M5985 10/3/07 with respect to our foundation design B6.S100 permit submittal. We find that the foundation is compatible with the Behlen design, with slight comment. 1. Behlen provided portal frames on grids 1 and 3 between F and G. We do not show the portal frame columns at these locations. At each of these locations there are 2 columns. Plinth configuration detail 10/S200 would be appropriate. The indicated footing dimensions are acceptable. 2. Detail 5a/S200 for this building: '/2'A.B. with D = 7" and 3/<"A.B. with D = 12". No bearing angles are required. From: Bjorn Gilje [mailto:Bjorng@HelixDesignGroup.net] Sent: Monday, October 08, 2007 2:57 PM To: Gary Beckner Subject: FW: Submital 12-Shop drawings &design calcs for building 6 This appears to be the Pre-engineered building submittal. PP 9 9 See the note below, if you want hard copies let me know. Thanks Bjorn Gilje HELIX DESIGN GROUP bjorng@helixdesigngroup.net<mailto:rbjorng@helixdesigngroup.net> I helixdesigngroup.net <http://www.helixdesigngroup.net/> (11/13/2007) Debbera Coker- FW: Submital 12- Shop drawings &design calcs for building 6 Page 2 w p.253.922.9037 I f.253.922.6499 6021 12th St E Suite 201 1 Tacoma, WA 98424 PCS Structural Solutions Gary Beckner, S.E., Project Manager tacoma 253.383.2797 seattle 206.292.5076 gbeckner@pcs-structural.com www.pcs-structural.com From: Ryan Walsh [mailto:ryan@rognlins.com] Sent: Monday, October 08, 2007 1:52 PM To: Bjorn Gilje; Lowell Cate; ken.hawk@wcs-inc.com Cc: Floyd Plemmons Subject: Submital 12- Shop drawings& design calcs for building 6 Dear all, Please review submittal 12. Would you still like hard copies at the meeting on Wednesday? RYAN WALSH ASSISTANT PROJECT MANAGER ROGNLINS, INC 321 WEST STATE STREET ABERDEEN, WA 98520 360-532-5220 360-532-5761 FAX A