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Home My WebLink AboutSafeway Addition, Remodel Concrete - COM Engineering / Geo-Tech Reports - 7/24/1999 ra -3 "7-q -- /-pov � � - 4QKmzan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 24,2009 KA Project No.: 106-09040 Safeway,Ine.Seattle Div.Construction Attn:Sharon Bredeson 1121- 124'Ave NE Bellevue,WA 98005-0990 RE: Safeway Store# 1571 Remodel&Expansion-Belfair Belfair,WA Dear Ms.Bredeson: in accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: June 10 Concrete Report No.46825—28 Day June 11 Concrete Report No.33859—28 Day Concrete Report No.33860—28 Day Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Penn Seely,Laboratory Manager Peninsula Division PS: sw Enclosures Cc:AtddW-t.0 w«H00- Genaal Contractor Joe McLaughlin General Contractor Rick Hendrickson— Mason County With cme m Serving The Western united States 1230 Finn HM Road NW,Suite A•1'mMo,Washington 98370•(360)598-2126•Fax:(360)598-�2127 Krazan&Asdoclates,Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-09040 Cyi.code P18857 Pour Date 6-10-2009 Report No. 46825 - weather OVERCAST .jurisdiction MASON CO Permit No. 2008-00121 Project SAFEWAY BELFAIR Engineer _ Location BELFAIR Architect Client WOODMAN contractor WOODMAN Field Data Site Mix Reported Batoh Data Supplier KRM Plant No. 4 cement Type I-I I Design Actual X Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Oar Mix No. M4060B Cone. Air Cem.lbs. C250 560 Temp. Temp. Unit F.Ash lbs. - Time Truck 0 Ticket# %Air Slump (F) (F) Wt. 0745 69 46491 - 6 74 61 - C.agg.lbs. C220 948 C.agg.lbs.2 C210 948 C.agg.lbs.3 - �I Sand lbs. C200 1373 L water B282 31 gal Piao®ment Area Admixture A340 26.1 oz Footings Wails Columns Grade Beams Other _ Slab/Deck X Slab Pilings Other Air Ent(oycwt.) - Grids INTERIOR SLAB 7-8/A-E.5 Water Added on Job(gals.) 18 SAMPLED @7.5/A.5 Field Test Methods Remarks PLACED BY LINE PUMP, 15 OF 82 ds PLACED ASTM C1 M. ASTM C1 (3.Y ASTM C10 6 4 N. ASTM C173 ❑. W/C .46 ASTM C31 ®. Other —� inspector LOWELL DAVIS Reviewed ByR. Laboratory Data Design Strength 4000 Date Specimens Reed. 6-11-2009 Cyl. Test Die Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set a By Type ASTM C39 P16657- 06/17/09 7 4X8 12.56 58385 4,650 ZL 1 ASTM C109 ❑ P16657- 07/08/09 28 4X8 12.56 69455 5,530 ZL 2 ASTM C617 0 ASTM C1231 P16657- 07/08/09 28 4X8 12.56 72520 5,770 ZL 3 ASTM C1019 0 P16657- 07/08/09 28 4X8 12.56 70990 5,650 ZL 2 Other P16657- Compressive X P16657- Flexural P16657- Test Results P16657- X Conforming Remarks FR#116878 Non-Conforming Results Reviewed By VIA Date Reviewed k fsoh Codes for Break Types: 1.Cone 2.Cone&Split 3.Cone&Shear 4.Shear 5.Columnar(Split) Krazan &Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-09040 cyl.Code P16655 Pour Date 6-11-2009 Report No. 33859 - weather CLEAR Jurisdiction MASON CO Permit No. 08-000121 Project SAFEWAY Engineer Location BELFAIR Architect Client WOODMAN Contractor WOODMAN Field Data Site Mix X Reported Battoh Data Supplier MUTUAL MATERIALS Plant No. cement Type 1-11 Design Actual X 1 Concrete Mortar Grout X Flex Beams i Mix No. 80# BAGMIX Prisms Grouted Ungrouted Other Conc. Air Cem.lbs. - - Temp. Temp. Unit F.Ash lbs. - - Time Truck# Ticket# %Air Slump (F) (F) WL 0920 - - - FLUID 74 58 - c.egg'lbs. - - C.agg.lbs.2 C.agg.lbs.3 - - Sand lbs. - - Water - - i PIi6lOemawd Area Admixture - - Footings wails X Columns Grade Beams Other - - Slab/Deck Slab Pilings Other Air Ent(oz/cwL) - - Grids CMU WALL G/7-7.4; FIRST 4' LIFT water Added on.lob(gals.) - Field Test Met>Iods ASTM C106 N. ASTM C173 [3.Remarks PLACED BY BUCKET SITE MIX ASTM C 14 W. ASTM C1 ❑. ASTM C31 ®. Other -7 Inspector BILL UGOLINI Reviewed By v low Laboratory Data Design strength 2000 Date Specimens Reed. 6-12-2009 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(pal) Set# By Type ASTM C39 181 P16655- 06/18/09 7 3X6 11.19 26785 2,390 AT 2 ASTM C109 13 P16655- 07/09/09 28 3X6 11.19 31165 2,790 AT 2 ASTM C617 ASTM C1231 ❑ P16655- 07/09/09 28 3X6 11.19 33320 2,980 AT 2 ASTM C1019 ❑ P16655- 07/09/09 28 3X6 11.19 32240 2,880 AT 2 Other P16655- Compressive X P16655- Flexural Test Results P16655- X Conforming Remarks FR# 113695 Non-Conforming Results Reviewed By W Date Reviewed Codes for Break Types: 1.ConeF] 2.Cone&Split U 3.Cone&Shear 4.Shear S.Columnar(Split) Kmzan &Asdociates, Inc. 1230 Finn Mill Rd NW Suite A, Poulsbo, WA 98370 (360)-5$8-2126 Project No. 106-09040 cyi.Code P16656 Pour Date 6-11-2009 Report No. 33860 - weather CLEAR Jurisdiction MASON CO Permit No. 2008-06121 Project SAFEWAY Engineer _ Location BELFAIR Architect Client WOODMAN contractor WOODMAN Field Data Site Mix Reported Satoh Data Supplier KRM Plant No. 4 cement Type 1-II Design Actual X Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Mix No. M4060B Conc. Air Cem.lbs• 561 Temp. Temp. Unit F.Ash lbs. - Time Truck# Ticket# %Air Slump (F) (F) WL C.agg.lbs. 3/8 948 0710 226 46538 - 5 - 58 C.agg.lbs.z 3/4 950 C.agg.lbs.3 - Sand lbs. 1382 Water 28gal placement Area Admixture POLY 23.6oz Footings Wails Columns Grade Beams Other _ Slab/Deck X Slab Pilings Other Air Ent.(ozlcwt.) Grids SLAB ON GRADE,7-8/E.5- G. Water Added on Job(gals.) 10 Field Test Methods Remarks PLACED BY PUMP, SAMPLED @ 9 Yds TOTAL OF 27 ASTM C143 M. ASTM C138 [3.ASTM C1064 N. ASTM C17373 13. W/C .43 ASTM C31 ® Other inspector BILL UGOLINI Reviewed 1511* Laboratory Data Design Strength 4000 Date Specimens Reed. 6-12-2009 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 P16656- 06/18/09 7 4X8 12.56 48880 3,890 ZL 5 ASTM C109 0 P16656- 07/09/09 ASTM C617 0 28 4X8 12.56 70510 5,610 ZL 1 ASTM C1231 P16656- 07/09/09 28 4X8 12.56 71085 5,660 ZL 2 ASTM C1019 0 P16656- 07/09/09 28 4X8 12.56 70800 5,640 ZL 1 Other P16656- Compressive X P16656- Flexural P16656- Test Results P16656- / X Conforming Remarks FR# 113767 Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone 2.Cone&Split 3.Cone&Shear 4.Shear 5.Columnar(Split) 7%28/200 _ ( 9) Debbera Coker- David Fredrickson parcel No. 31914-12-00010 __ _ _ Page 1 From: Grace Miller To: Debbera Coker Date: 7/28/2009 12:52 PM Subject: David Fredrickson parcel No. 31914-12-00010 Mother thing he asked is does he need an inspection for the grading for the road that he has finished? I told him I did not need to do an inspection at this time.I only remember an MEP for that road but if there was also a grading permit maybe he does need a building inspector to look at it and you could let him know?? Thank you! +• PLAN REVIEW CHECKLIST- FOR STAFF (RESIDENTIAL AND SMALL PROJECTS) 1. In tidemark,check parcel for enforcement cases,additions,permits that have not had a final inspection,etc. Determine relevance to project. If an enforcement case exists and applies to the project,note fees on the blue file copy including site investigation fee,and add enforcement case number next to `violation le". 2. Review site plan. Check for slopes,the structure represented on the site plan matches builg plan layout, size (including roof overhang,etc.),and location to adjacent structures and possible need for fire resistive construction. If the site plan does not represent entire building notify the planner. 3. When applicable read and review the geotechnical assessment or report. Add conditions when needed (foundation,retaining walls,etc.) If special foundation requirement specified make sure that building plans also specify. 4. Review plans for general compliance looking for things that may require special attention. Verify use. Make notes on a pad so that you can review at end. 5. Check braced wall compliance as follows: a. If prescriptive: Check shear wall compliance to IRC 301.2.2.2 and Chapter 6. Det rmine seismic design category. Shear walls should be marked on at least one set of plans. Calculate shear wall lengths and compliance to 602.10.1 and other applicable code sections. Where foundation are greater than 50-ft in any direction note continuous footing required.Add shear wall label. b. If a lateral analysis is supplied verify that engineer calculations and engineers pages are stamped including signature and expiration date. Review design calculations to verify that engineering prepared with correct design criteria and that calculations prepared in accordance to IBC Chapter 16. In addition, verify seismic loads(See 2305.3.10). Remember that if seismic load exceed 350 plf/490 LRFD up to 600 plf/840 LRFD ok to reduce anchor bolt spacing provided calculations verified. After 600 plf 3x framing members required, including 3x sill plate(not 2-2x). 6. Check structural including location in county for snow load values. Review roof framing,trace point loads as you review sections,headers,floor framing,foundation,etc. 7. Using plan review checklist review life-safety,foundation,and WSEC compliance. Add number relating to code compliance in appropriate area. Add labels pertaining to WSECNIAQ compliance. 8. Scale structure to verify size. Make corrections in Tidemark case where applicable. 9. Enter information in Tide mark as follows: a. Edit case(size,code,use(primary or seasonal),plumbing,mechanical etc. b. Conditions c. Valuation.Add valuation to the section on the blue building permit application. d. Fees,add fee to the blue permit application e. Activity 10. Prepare comment letter,or call applicant as needed 11. Copy plans. Prepare site and file copy. 12. Send file to case manager when permit review is complete. 11/13/2008 Jim Scholz-RE: Geo-Re ort Submittal Checklist-Saifmaj#1571 at Belfair,WA Pa e 1 From: Lu Wei Hioe<luwei.hioe@mulvannyg2.com> To: "Jim Scholz"<JimSc@co.mason.wa.us> CC: "Sharon Bredeson"<Sharon.Bredeson@safeway.com>, "Gregory Roybal"<Grego... Date: 11/11/2008 11:38 AM Subject: RE:Geo-Report Submittal Checklist-Safeway#1571 at Belfair,WA Hi Jim, How are you? Although we've discussed the issues in from your email over the phone, I thought I'll send you an email to confirm them anyway. Associated Earth Sciences Inc is working on the submittal checklist,and they will be getting back to you shortly. As for the building square footage,we did revise the number such that only the building footprint is reflected, by removing the square footage of the mezzanine from the number we provided during the pre-submission review, and we have also reduced the building footprint so that we are at 50,000 SF. Thank you for your help,and please feel free to contact me if you have any other questions or concerns.Have a great day! Regards, Lu Wei Hioe I Associate MulvannyG2 Architecture 601 SW Second Avenue Suite 1200 Portland,OR 97204 D: 503.419.4695 T: 503.223.8030 F:971.998.1615 E: luwei.hioe@mulvannyg2.com W:www.mulvannyg2.com Celebrating 37 years of DESIGN AT WORK Bellevue,WA I Portland,OR I Irvine,CA I Washington, DC (Shanghai, China The contents of this e-mail and any attachments are confidential and the property of MulvannyG2 Architecture. ----Original Message ----- From:Jim Scholz[mailto:JimSc@co.mason.wa.us] Sent:Tuesday;October 21,2008 8:40 AM To: Lu Wei Hioe Cc:Jim Scholz Subject:Geo-Report Submittal Checklist Good Morning Ms. Hioe, Please find as attachments a Submittal checklist for both a Geo-Report (11/13/ 8 Jim Scholz-RE: Geo-Re ort Submittal Checklist-Safeway#1571 at Belfair,WA Page 2 and a Geo-Assessment, it is my feeling from looking at the report that was submitted as a Geo-Report that the Geo-Report Submittal checklist would be the one you want to send on to Associated Earth Sciences Inc to have them fill out and send directly back to me @: Mason Co. Community Development Planning Dept Attn:James Scholz P.O. Box 279 Shelton,WA 98584 1 will then use that submittal checklist to review the Geo-Report. If I need additional information I will contact AES Inc.directly(I will also send you out a letter)for the needed information so please have them list a contact person. Concerning my other question on the total square footage allowed at 50,000 sq.ft. I feel that you answered my question concerning that issue yesterday on the phone with the mezzanine information but if you could send me an e-mail addressing this I will have it in the file in case any questions arise on the total square footage.Also from looking at the remainder of the information provided in both the building permit (7493 sq ft expansion)and the grading permit(estimated 375 cu yds) both of these would be SEPA,exempt so SEPA is not needed. My only other concern from idoing a preliminary review of the applications centered on parking but that has also been satisfied by the information provided on the site plan.At this point that is all that 1 need(Geo-Report Submittal checklist)but I will keep you posted as more questions arise. r Please send a return e-mail noting that you received this information and the attachments came through okay if not I can fax them to you. Regards,_ James Scholz Mason County Planning