Loading...
HomeMy WebLinkAboutCOM2007-00064 - COM Engineering / Geo-Tech Reports - 1/25/2008 MASON COUNTY DEPARTMENT OF ^7 COMMUNITY DEVELOPMENT PUrr, ODv=�-e-- 426 West Cedar Street ♦ PO Box 186 ♦ Shelton, WA 98584 (360) 427-9670 EXT. 352 FAX (360) 427-7798 HOME PAGE—www.co.mason.wa.us Special Inspection Authorization am Zcc-?-c0c15 )0&D5 J 06%O, Project Owner Ad5c.1 G .'Ft� Lt;c WL•t 6 Building Permit Number QM'('IibC�C)6 C-,0006511n o v6+ P-am 4zerZ/0000110 Project Address K In I Engineer/Architect of record R e-1 6 In addition to the inspections required by International Building Code (IBC) Section 109, the owner or the engineer TT or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide special inspections during construction on the types of work listed under IBC Section 1704. This form must be completed by the owner or the engineer or architect of record, prior to permit issuance, indicating who will perform the required special inspections for this particular project. The specified special inspector(s) shall perform the required special inspections during construction of the project, submit all inspection reports to the Building Department and provide a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance to the approved plans and specifications and the applicable workmanship provisions of the IBC. The following checked items require special inspection: R"1. Concrete. During the taking of test specimens and placing of reinforced concrete. (IBC 1704.4) Er 2. Bolts installed in concrete. Prior to and during the placement of concrete around bolts when stress increases permitted by Table 1912.2 and section 1912.5 are utilized. (IBC 1704.4) ❑ 3. Erection of precast concrete members. Periodic inspection per ACI 318: Ch 16. (IBC 1704.4) ❑ 4. Shotcrete. Continuous inspection per ACI 318: 5.9, 5.10 and IBC Chapter 19. (IBC 1704.4) R1`5. Reinforcing steel and prestressing steel tendons. Inspection of reinforcing steel including prestressing tendons. (IBC 1704.4) 0'6. Welding of reinforcing steel. Inspection of the welding of reinforcing steel according to AWS D1.4, ACI 318: 3.5.2, and IBC 1903.5.2. (IBC 1704.4) 2r7. Structural welding. Welding inspection shall be in compliance with AWS D1.1. (IBC 1704.3.1) 818. High-strength Bolting. The installation of high-strength bolts shall be periodically inspected in accordance with AISC LRFD Section M2.5. (IBC 1704.3.3) Ifg. Structural Masonry. Masonry construction shall be inspected and evaluated with the requirements of IBC section 1704.5. Hl*'10. Soils. Inspections for fills 12 inches or greater to be performed in accordance with IBC Section 1704.7. ❑ 11. Pile foundations. Inspector to be present when pile foundations are being installed and during tests. (IBC 1704.8) ❑ 12. Pier foundations. Special inspection of pier foundations for buildings are required in seismic Zone D. (IBC 1704.9) ❑ 13. Spray-applied fire resistant materials. Inspections shall be in accordance with sections 1704.11.1 through 1704.11.5. ❑ 14. Exterior insulation finish system (EIFS). Special inspection shall be required for all EIFS systems. (IBC 1704.12) Continued on reverse side l D 15. Smoke-control system. Smoke control systems shall be tested by a special inspector per IBC Section 1704.14. ❑ 16. Special cases. Special inspection shall be required for proposed work that is, in the option of the building official, unusual in its nature such as alternative methods and material of construction, unusual design applications, and materials and systems required to be installed in accordance with additional manufacturer's instructions that prescribe requirements not contained in the IBC or referenced standards. ❑ Installation of structural epoxies ❑ Installation of"high-load shear panels" ❑ Structural Observation (IBC1709) ❑Other: Special Inspector Selection: The special inspection agency and special inspector shall be registered by the Washington Association of Building Officials (WABO) for the particular type of construction or operation requiring special inspection. Such inspector(s) shall be selected by the owner or the owner's agent and approved by the Building Official prior to issuance of the building permit. The owner's agent shall not be acting as, or employed by the special inspection agency or the contractor for this project. Name of Special Inspector or Agency: Type of Inspection: Registration Number: K r� in I LSOC - _L�� ��s f`L1c tav� IDS ,pry 5CeAY �o1�n; 5� 0 l�f `fI ' SQ�,G Authorization: I herebystate that I am the legal owner of the projectproperty, or that I am the legal owner's agent .tom-a-s 9 P J 9 9 who is not employed by a special inspection agency or contractor associated with this project. In addition, I agree to comply with the special inspection requirements established by Chapter 17 of the International Building Code as a7V by aso County ` r /Zc/oz c i,1S � Signature Printed Name Owner ❑Agent Date PURPOSE OF SPECIAL INSPECTION Special inspection is the monitoring of materials and workmanship which are critical to the integrity of the building structure to assure that the approved plans and specifications are being followed and that relevant codes are being observed. Special inspections are in addition to those conducted by the county building inspector and by the engineer or architect of record. Special inspectors furnish inspection at all times that their presence is required by the code, the plans and specifications, and the enforcing jurisdiction. Good communication between the special inspector and the designer, contractor, and building department is essential. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: Special inspectors are individuals with highly developed, specialized skills who observe those critical building or structural features which they are qualified to inspect. Duties of special inspectors and/or inspection agencies include the following: 1. General Requirements Special inspectors shall review approved plans and specifications for special inspection requirements. Special inspectors shall comply with the special inspection requirements of the enforcing jurisdiction. 2. Signify Presence at Job Site Special inspectors should notify contractor personnel and the enforcing jurisdiction of their presence and responsibilities at the job site. 3. Observe All Work for Which They Are Responsible Special inspectors shall inspect all work and perform or observe all tests requiring inspection and testing for conformance with the building-department-approved (stamped) drawings, specifications and applicable provisions of the code. 4. Notification of Discrepancies Special inspectors shall bring all nonconforming items to the immediate attention of the contractor. If any such item is not resolved in a timely manner or is about to be incorporated in the work, the engineer or architect of record and the building official should be notified immediately by telephone or in person, and the item noted in the special inspector's written report. The special inspector shall write a separate report to be posted at the job site regarding noted discrepancies which should contain, as a minimum, the following information about each nonconforming item: • Description and exact location, • Reference to applicable detail of approved plans/specifications, • Name and title of each individual notified and method of notification, and • Resolution or corrective action. 5. Reports A. Inspection reports The special inspector should complete written inspection reports for each inspection visit and provide the reports on a timely basis determined by the building official. The special inspector or inspection agency shall furnish these reports directly to the building official, engineer or architect of record, and others as designated. These reports should be organized on a daily format and may be submitted weekly at the option of the building official. In these reports, special inspectors should: • Describe inspections and tests made with applicable locations; • List all nonconforming items; • Indicate how nonconforming items were resolved; • List unresolved items, parties notified, and time and method of notification; and • Itemize changes authorized by the architect/engineer of record and approved by the building department, if not included in the nonconformance items. B. Final reports Special inspectors or inspection agencies shall submit a final, signed report to the building department stating that all items requiring special inspection and testing were fulfilled and reported and, to the best of their knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable provisions of the code. Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when continuous was required, etc.) should be specifically itemized in this report. DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR: The contractor's duties include responsibility for notifying the special inspector or agency regarding individual inspections required by the Building Department, or required by the International Building Code, Chapter 17. Adequate notice shall be provided so that the special inspector shall have appropriate access to the approved plans at the job site prior to the required inspection. The contractor shall not perform any work that requires special inspection without the special inspector present. Completion of this form, and the performance of special inspections does not relieve the contractor's responsibility to schedule required inspections by the Mason County Building Department prior to concealing any work. DUTIES AND RESPONSIBILITIES OF THE ENGINEER OR ARCHITECT OF RECORD: The engineer or architect of record is responsible for identifying which special inspections are necessary, developing a schedule of required special inspections, and assisting the owner in the selection of the special inspector. The engineer or architect or record shall review the special inspection reports to determine that all required special inspections have been performed and that all discrepancies(if any) have been resolved. DUTIES AND RESPONSIBILITIES OF THE PROJECT OWNER: The project owner, or the engineer or architect of record acting as the owner's agent, is responsible for the funding of all required special inspection activities in accordance with International Building Code Section 1704. WIS DATE Z5108 NO. 8080 WELDING INSPECTION SERVICES Inspection,NOE,Testing PROJECT Maintenance Facility Buildings 4, 7 P.O.BOX 10" LOCATION Mason County,Shelton WA SUQUAMISH,WASHINGTON 98392 (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. QC 1 KE:NRUH A.W,%Va 93060 91 Ken Havens, Senior Inspector, AWSICW1, ASNT III SIGNpn f (10/28/2008) Larry Waters-CONCRETE.pdf Page 3 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A,Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cy I.Code P13535 Pour Date 11-20-2007 Report No. 28153 weather PARTLY SUNNY Jurisdiction MASON CO. Permit No. COM 2007-00064 Project MASON COUNTY PUBLIC WORKS Engineer Location SH ELTON, WA Architect Client MASON COUNTY PUBLIC WORKS Contractor R OGN LIN S Field Data Site Mix Reported Batch Data Supplier MILES Plant No. 208 Cement Type I &II Concrete X Mortar Grout Flex Beams Design Actual Prisms Grouted Ungrouted Other Nix No. 02550 Cone. Air Cam.lbs. 514 Temp. Temp. Unit F.Ash lbs. - Time Truck# Ticket# %,Air Slump (F) (F) wt. 10:15 M095 135057 - 3 64 43 - C.agg.lbs. - C.agg.lbs.2 1850 C.agg.lbs.3 - Sand lbs. 1486 Water 30 Placement Area Admixture 16 Footings walls Columns Grade Beams Other - SlablDeck Slab Pilings Other Air Ent.(oz/ewt.) - Grids BUILDING 7 PUMP HOUSE PER IM. FTG. FOR CMU WALL. INSPECTED RESTEEL, PLACEMENT BY water Added on Job(gals.) 6 CHUTE AND VIBRATION. Field Test Methods Remarks 9 YARDS PLACED, SAMPLED AT LOAD 1 OF 1. ASTM C143 ®, ASTM C1 ❑, ASTM C106 4 ER,, ASTM C17373 ❑, W/C=.49 ASTM C31 ®. Other Inspector JON ATH AN BAAS Reviewed By Laboratory Data Design Strength 3000 Date Specimens Rec'd. 11-21-2007 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Din. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P13535- 1127/07 7 4X8 12.46 4140 3,300 MA 4 ASTM C109 ❑ P13535- 12r18/07 28 4X8 12.57 60095 4,780 TBH 2 ASTM C El ASTM C123231 ❑ P13535- 12/18/07 28 4X8 12.57 63590 5,060 TBH 5 ASTM C1019 ❑ P13535- 12n8/07 28 4X8 12.57 61840 4,920 TBH 2 Other P13535 Compressive P13535 Flexural P13535- P13535- Test Results Remarks FR 9315 Conforming Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone E 2.Cone&Split 0 3.Cone&Shear A 4.Shear z 5.Columnar(Split) (10/28/2008) Larry Waters-CONCRETE.pdf Page 14 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P13648 Pour Date 12-26-2007 Report No. 33205 weather OVERCAST Jurisdiction MASON COUNTY Permit No. COM 2007-00064 Project MASON C OU N TY PW MAIN T FAC Engineer Location SH ELTON, WA Architect client MASON COUNTY PW Contractor R OGN L IN S Field Data Site Mix Reported Batch Data Supplier MILES Plartt No. 205 Cement Type I &I I Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other fAx No. 02550 Conc. Air Cem.lbs. 517 Temp. Temp. Unit F.Ash lbs. - Tme Truck# Ticket# %Air Slump (F) (F) wt. 10:20 M002 135568 4 63 34 - C.agg.lbs. 1860 C.agg.lbs.2 - C.agg.lbs.3 - Sand lbs. 1480 Water 262 Placement Area 16 Admixture Footings Walls Columns Grade Beams Other - SlablDeck Slab Pilings Other Air Ent.(ox/ewt.) - Grids BUILDING #7 SLAB ON GRADE Water Added on Job(gals.) 12 Field Test Methods Remarks CONCRETE PLACED DIRECTLY FROM CHUTE. ASTM C143 ®, ASTM C138 [I,ASTM C1064 ®. ASTM C17373 ❑, ASTM C31 tRI. Other Inspector MIC H AEL IR ELAND Reviewed By Laboratory Data Design Strength 3000 Date Specimens Rec'd. 12-27-2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Din. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P13648- 01/02/08 7 4X8 12.59 53015 4,210 TBH 1 ASTM C109 0 P13648- 01/23/08 28 4X8 12.57 72975 5,800 JS 1 ASTM C El ASTM C123231 11 P13648- 01rz3108 28 4X8 12.57 73660 5,900 JS 5 ASTM C1019 0 P13648- 01/23/08 28 4X8 12.57 73320 5,830 JS 1 Other P13648 Compressive P13648 Flexural P13648- P13648- Test Results Remarks FIR93986 Conforming Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone M 2.Cone&Split 0 3.Cone&Shear E 4.Shear 5.Columnar(Split) (10/28/2008) Larry Waters-CONCRETE.pdf Page 18 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A,Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P13775 Pour Date 1-23-2008 Report No. 30092 weather TENTED Jurisdiction MASON COUNTY Permit No. C OM 2007-00064 Project MASON C OU N TY PW MAIN T FAC Engineer Location SH ELTON, WA Architect client MASON COUNTY PW Contractor R OGN L IN S Field Data Site Mix Reported Batch Data Supplier BAYVIEW RED I-MIX Plant No. ELMA Cement Type I &II Concrete Mortar Grout X Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mx No. 25AH2NOPM Conc. Air Cam.lbs. Temp. Temp. Unit F.Ash lbs. Time Truck# Ticket# %Air Slump (F) (F) wt. 12:40 31 021-908157 FLUID 61 79 - C.agg.lbs. C.agg.lbs.2 C.agg.lbs.3 Sand lbs. Water Placement Area Admixture Footings walls Columns Grade Beams Other Slab/Deck Slab Pilings Other Air Ent.(oz/ewt.) Grids BUILDING 7, FIRST 45" LIFT OF C MU ON EXTER IOR WALLS. REINFORCEMENT PER D ET 1, B7.S100 water Added on Job(gals.) 15 Field Test Methods Remarks 4 YAR D S PLAC ED BY L IN E PU MP. 2X VIBRATED ASTM C1 ❑, ASTM C1 ❑, ASTM C10 6 4 ®. ASTM C17373 ❑, ASTM C31 0, Other Inspector PEN N SEELY Reviewed By Laboratory Data Design Strength 2500 Date Specimens Rec'd. 1-24-2008 Cyt Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Din. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P13775- 01/d0ro8 7 3X6 10.27 52545 5,120 JS 1 ASTM C109 ❑ P13775- 0220108 28 3X6 10.60 62225 5,870 JS 2 ASTM C El ASTM C123231 ❑ P13775- 0220ro8 28 3X6 10.60 61730 5,820 JS 5 ASTM C1019 ❑ P13775- 0220/08 28 3X6 10.60 61976 5,850 1 Other P13775 t'.OfmpresSlVe P13775 Flexural P13775- P13775- Test Results Remarks FR 93890 Conforming Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone X 2.Cone&Split 0 3.Cone&Shear A 4.Shear 5.Columnar(Split) (10/28/2008) Larry Waters- CONCRETE.pdf Page 19 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P13788 Pour Date 1-25-2008 Report No. 28730 weather TENTED Jurisdiction MASON COUNTY Permit No. COM 2007-00064 Project MASON C OU N TY PW MAIN FAC Engineer Location SH ELTON, WA Architect client MASON COUNTY PW Contractor R OGN L IN Field Data Site Nix Reported Batch Data supplier BAYVEIW R ED I MIX Plant No. Cement Tyree I &II Concrete Mortar Grout X Flex Beams Design Actual X Prisms Grouted Ungrouted Other FAx No. 25AH2NOPM Conc. Air Cam.lbs. Temp. Temp. Unit F.Ash lbs. Time Truck# Ticket# %Air Slump (F) (F) WL 2:05 53 149816 - FLUID 60 70 - C.agg.lbs. C.agg.lbs.2 C.agg.lbs.3 Sand lbs. Water Placement Area Admixture Footings walls Columns Grade Beams Other SlablDeck Slab Pilings Other Air Ent.(oLcwt.) Grids BLDG 7, FROM 48" TO T.O.W. CLEAN OUTS VERIFIED - ACCEPTABLE. REINFORCEMENT water Added on Job(gals.) 15 C ON FOR MS TO 1 ON B7.S100 Field Test Methods Remarks PLACED BY LINE PUMP,CONSOLIDATED BY ASTM C143 ❑, ASTM C1 ❑, MECHANICAL VIBRATION 8 YARDS. ASTM C1064 ®. ASTM C173 ❑• ASTM C31 ❑• Other Inspector PEN N SEELY Reviewed By Laboratory Data Design Strength 1500 Date Specimens Rec'd. 1-26-2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P13788- 02ro1ro8 7 7.625x7.625 58.14 55340 952 JS 1 ASTM C109 ❑ 1313788- 0222ro8 28 7.625x7.625 58.14 180870 3,110 JS 1 ASTM 17 El ASTM C6231 1:1 P13788- 0222ro8 28 7.625x7.625 58.14 177910 3,060 JS 4 ASTM C1019 ❑ P13788- Other P13788 Compressive P13788 Flexural P1 3788- P1 378&- Test Results Remarks FR 93944 Conforming Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone N 2.Cone&Split 0 3.Cone&Shear ® 4.Shear z 5.Columnar(Split) Krazan & Associates, Inc. 2071 state Hwy. 305 N.E. Suite 3C, Poul. I, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl. Code P13535 Pour Date 11-20-2007 Report No. 28153 Weather PARTLY SUNNY Jurisdiction MASON CO. Permit No. COM 2007-00064 Project MASON COUNTY PUBLIC WORKS Engineer Location SHELTON, WA Architect Client MASON COUNTY PUBLIC WORKS Contractor ROGNLINS Field Data Site Mix Reported Batch Data Supplier MILES Plant No. 208 Cement Type I & I I Concrete X Mortar Grout Flex Beams Design Actual Prisms Grouted Ungrouted Other Mix No. 02550 Cone. Air Cem.lbs. 514 Temp. Temp. Unit F.Ash lbs. Time Truck# Ticket# %Air Slump (F) (F) WL - 10:15 M095 135057 - 3 64 43 - C.agg.lbs. - C.agg.lbs.2 1850 C.agg.lbs.3 - Sand lbs. 1486 Placement Area Water 30 Admixture 16 Footings Walls Columns Grade Beams Other - Slab/Deck Slab Pilings Other - Grids BUILDING 7 PUMP HOUSE PERIM. FTG. FOR CMU Air Ent.(oz/cwt.) WALL. INSPECTED RESTEEL, PLACEMENT BY Water Added on Job(gals.) 6 CHUTE AND VIBRATION. Field Test Methods Remarks 9 YARDS PLACED, SAMPLED AT LOAD 1 OF 1. ASTM C143 ® ASTM C138 p W/C=.49 ASTM C1064 ® ASTM C173 p ASTM C31 IN Other -- Items Inspected Inspector JONATHAN BAAS Reviewed By_�7' x Conforming Non-Conforming Laboratory Data Design Strength 3000 Date Specimens Rec'd. 11-21-2007 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 P13535- 11/27/07 7 4X8 12.46 4140 3,300 MA 4 ASTM C109 0 P13535- 12/18/07 28 4X8 12.57 60095 4,780 TBH 2 ASTM C617 0 ASTM C1231 P13535- 12/18/07 28 4X8 12.57 63590 5,060 TBH 5 ASTM C1019 0 P13535- 12/18/07 28 4X8 12.57 61840 4,920 TBH 2 Other P13535- P13535- X Compressive P13535- Flexural P13535- Test Results Remarks FR 9315 ?C Conforming Results Reviewed By� Date Reviewed �� S�C�' Non-Conforming 17 Codes for Break Types: 1. Cone " 2. Cone&Split 3.Cone&Shear 4. Shear 5. Columnar(Split) • 01 Kraaan & Associates, Inc. 2071 ' State Hwy. 305 N.E. Suite 3C, Poul,'-o, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P 13788 Pour Date 1-25-2008 Report No. 28730 weather TENTED Jurisdiction MASON COUNTY Permit No. COM 2007-00064 Project MASON COUNTY PW MAIN FAC Engineer Location SHELTON, WA Architect Client MASON COUNTY PW Contractor ROGNLIN Field Data Site Mix Reported Batch Data Supplier BAYVEIW REDI MIX Plant No. Cement Type I & I I Concrete Mortar Grout X Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. 25AH2NOPM Cone. Air Cem.lbs. Temp. Temp. Unit F.Ash lbs. Time Truck# Ticket# %Air Slump (F) (F) Wt. 2:05 53 149816 - FLUID 60 70 - C.agg.lbs. C.agg.lbs.2 C.agg.lbs.3 Sand lbs. Water Placement Area Admixture Footings Walls Columns Grade Beams Other Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) Grids BLDG 7, FROM 48" TO T.O.W. CLEAN OUTS Water Added on Job(gals.) 15 VERIFIED - ACCEPTABLE. REINFORCEMENT CONFORMS TO 1 ON B7.S100 Field Test Methods Remarks PLACED BY LINE PUMP, CONSOLIDATED BY ASTM C143 ❑. ASTM C138 ❑. MECHANICAL VIBRATION 8 YARDS. ASTM c1064 ®. ASTM C173 ❑. ASTM C31 ❑ Other Items Inspected Inspector PENN SEELY Reviewed By �( Conforming Non-Conforming Laboratory Data Design Strength 1500 Date Specimens Rec'd. 1-26-2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 ❑ P13788- 02/01/08 7 7.625x7.62558.14 55340 952 JS 1 ASTM C109 0 P13788- 02/22/08 28 7.625x7.62558.14 180870 3,110 JS 1 ASTM C617 ASTM C1231 ❑ P13788- 02/22/08 28 7.625x7.62558.14 177910 3,060 JS 4 ASTM C1019 0 P13788- Other P 13788- Compressive P13788- Flexural P13788- P13788- Test Results Remarks FR 93944 X, Conforming Non-Conforming Results Reviewed By Date Reviewed! lLl� Codes for Break Types: 1. Cone 2. Cone&Split 0 3. Cone&Shear R 4. Shear 5. Columnar(Split) Krazan &Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl. Code P13775 Pour Date 1-23-2008 Report No. 30092 Weather TENTED Jurisdiction MASON COUNTY Permit No. COM 2007-00064 Project MASON COUNTY PW MAINT FAC Engineer Location SHELTON, WA Architect Client MASON COUNTY PW Contractor ROGNLINS Field Data Site Mix Reported Batch Data Supplier BAYVIEW REDI-MIX Plant No. ELMA Cement Type I & II Concrete Mortar Grout X Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. 25AH2NOPM Conc. Air Cem.lbs. Temp. Temp. Unit Time Truck# Ticket# %Air Slump (F) (F) yet F.Ash lbs. 12.40 31 021-908157 FLUID 61 79 - C.agg.lbs. C.agg.lbs.2 C.agg.lbs.3 Sand lbs. Placement Area Water Admixture Footings Walls Columns Grade Beams Oth Slab/Deck Slab Pilings Other er Grids BUILDING 7, FIRST 45" LIFT OF CMU ON EXTERIOR Air Ent.(oz/cwt.) WALLS. REINFORCEMENT PER DET 1, B7.S100 Water Added on Job(gals.), 15 Field Test Methods Remarks 4 YARDS PLACED BY LINE PUMP. 2X VIBRATED ASTM C143 ❑ ASTM C138 ❑. ASTM C1064 ® ASTM C173 ❑ ASTM C31 ❑ Other Items Inspected Inspector PENN SEELY Reviewed By 7 Conforming Non-Conforming Laboratory Data Design Strength 2500 Date Specimens Rec'd. 1-24-2008 Cyl. Test Dia Length Max. Comp. Tested Break FASTIVI b Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type C39 ❑ P13775- 01/30/08 7 3X6 10.27 52545 5,120 JS 1 TM C109 ❑, P13775- 02/20/08 28 3X6 10.60 62225 5,870 JS 2 ASTM C617 P13775- 02/20/08 ASTM C1231 ❑ 28 3X6 10.60 61730 5,820 JS 5 ASTM C1019 P13775- 02/20/08 28 3X6 10.60 61976 5,850 1 Other P 13775- P13775- Compressive P13775- Flexural P13775- Test Results Remarks FR 93890 /( Conforming Results Reviewed B Non-Conforming y Date Reviewed;,27 �� :odes for Break Types: 1. Cone 2 Cone&Split N 3. Cone& Shear1/1 4. ShearF1 5. Columnar(Split) Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl. Code P13648 Pour Date 12-26-2008 Report No. 33205 weather OVERCAST Jurisdiction MASON COUNTY Permit No. COM 2007-00064 Project MASON COUNTY PW MAINT FAC Engineer Location SHELTON, WA Architect Client MASON COUNTY PW Contractor ROGNLINS Field Data Site Mix Reported Batch Data cement Type I & II supplier MILES Plant No. 205 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. 02550 Conc. Air Cem.lbs. 517 Temp. Temp. Unit F.Ash lbs. - Time Truck# Ticket# %Air Slump (F) (F) Wt. 10:20 M002 135568 4 63 34 - C.agg.lbs. 1860 C.agg.lbs.2 - C.agg.lbs.3 - Sand lbs. 1480 Water 262 Placement Area Admixture 16 Footings Walls Columns Grade Beams Other - Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) - Grids BUILDING #7 SLAB ON GRADE - - -- Water Added on Job(gals.) 12 Field Test Methods Remarks CONCRETE PLACED DIRECTLY FROM CHUTE. ASTM C143 ® ASTM C138 p ASTM C1064 ® ASTM C173 ❑ ASTM C31 ® Other - Items Inspected Inspector MICHAEL IRELAND Reviewed By x Conforming Non-Conforming Laboratory Data Design Strength 3000 Date Specimens Rec'd. 12-27-2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 P13648- 01/02/09 7 4X8 12.59 53015 4,210 TBH 1 ASTM C109 ❑ P13648- 01/23/09 28 4X8 12.57 72975 5,800 is 1 ASTM C617 ❑ ASTM C 1231 P13648- 01/23/09 28 4X8 12.57 73660 5,900 JS 5 ASTM C1019 ❑ P13648- 01/23/09 28 4X8 12.57 73320 5,830 JS 1 Other P13648- x Compressive P13648- Flexural P13648- P13648- Test Results X Conforming Remarks FR 93986 Non-Conforming Results Reviewed By y'6 Date Reviewed �_q_fp7'I Codes for Break Types: 1. Cone 2. Cone&Split11 3. Cone&Shear R 4. Shear P 5. Columnar(Split) .,� FIELD REPORT NO: Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: L CONTRACTOR: 1r1 PROJECT#: JURISDICTION: PROJECT: 1 .C/ _ PERMIT#: �O 1 - Q�q LOCATION: INSPECTOR: KRAZAN PROJECT MANAGER: __ WEATHER TEMP: un) r d✓ ,p k © r- vzsso wA Equipment/Asset Number(s): To the best of my knowledge,the abo e WAS/ AS NOT performed in accordance with the a roved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United s 1501 Field Report.dvc Revision I Effective Date:5125/05 The information orovided on this mixwt h -pared for the exclusive use of the client.This report may not he reproduced in any Format without the written permission of the client and Krazan&Associates. FIELD REPORT NO: =1AAKraZan & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 11.l 0 CONTRACTOR: PROJECT#: 106) 0 1 11 tY JURISDICTION: PROJECT: 4,30-t (fJ- J/L /0;, S /� 1C� I PERMIT#: Cori '_Vy -- yc10 e';-1 (3 LOCATION: INSPECTOR: JL�y KRAZAN PROJECT MANAGER: WEATHER: C 1 i' U ,'- TEMP: 4-Y C) + r- �/ �R_, - . Dlt S[`i e_ I U+" 1��� ��tGt Wit'_- 17 � n Sl 'I' Y T L'S `�r h c r� � C°C.rlr� � ram. r-c� , r r (r()e'v" e__ t' / S r' mot, t)K& (,eu,- ) en5e,4tiie_ e,-- F`Et,' � W q I Equipment/Asset Number(s): To the best of my knowledge,the above AS NOT performed in accordance with the approve I ns,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 1301 Fi0d Reporl.doc Revision 1 Effective Date:5125105 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any fortnat without the written permission of the client and Krazan&Associates. A<v�,,. COMPACTION aZan & Associates , Inc . REPORT NO.: 2064 1 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: _I�o-2 - CONTRACTOR: 1 Gtk=,sti 16 h 1 PROJECT#d: ©!v 2-ly PERMIT NO: (f19 '-de.7 0 cn0 PROJECT M asoo, « S R 10 INSPECTOR:_ -4)Y LOCATION: °L I �0•'L _. JURISDICTION: -_ 'f, �c9 KRAZAN PROJECT MANAGER: S' _ WEATHER: _ C,I-e ct.sr- TEMP: WASHINGTON DENSOMETER ❑ SANDCONE ❑ NUCLEAR TEST ❑ OTHER _l�Q_ U!3 L LOCATION MAP N ❑ Paved Areas (circle one): dub/Agg /Asphalt I�R ET Building Pad (s) >; .S _ ❑ Other p. ❑ Trenches (circle one): Sewer/Water!Storm Drain/Utly Z Curve Unifje�-soils Classification Max Dry Opt Density � Moisture Ro 2 1 . Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction c Map Location: Curve Test Method: y This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future IS J 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 vertical limits of the compacted area were determined by others.Ourfirm does not guarantee earthwork Daily Avg.Std j or paving construction,nor does our work relieve the contractor's responsibility to conform to the Count moisture ._StZ . _ approved project plans and specifications. Gauge# ,> To the best of my knowledge,the above /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: L Serving the Western United States r t l 1501 Cnmpxtion Repou.doc Revision 1 Effective Date:11[3/06 FIELD REPORT NO: K%XaZan & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: %l An /C) ) CONTRACTOR: PROJECT#: E Q(v (2 2 2— JURISDICTION: PROJECT: ��. +.f ram. 5 12 10 ro r5>�l UT PERMIT#: --(gee) C- LOCATION: INSPECTOR: KRAZAN PROJECT MANAGER: E12> WEATHER: C TEMP: to 0dt �� e, I=vim r n ICtL�- � C'oil -e S�rs1 c—� �� Al���,f�(•� ,�.{-, �'".r'c.« � �o-- /Z�� iu ram.c.'� c,✓. ki s 4:4 � �y-F s <✓ c,- � Ict_ k s P, cr lei ;� � -c k1t h. C )eve Le", j1. e4-e,- / , S �0 1 6� 1� r ± o f r J �v —ter i ')ccc. f ct.— PIN Equipment/Asset Number(s): To the best of my knowledge,the abov&WAS NOT performed in accordance with the approve lams,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 1501 Field Reporr.doc Revision I Effective Date:5/25/05 The information provided on this mport is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates. COMPACTION ��KraZaZ & Associates , Inc . REPORT NO.: I',a_ C?IT GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Q �f k/t > DATE: l—�/ 1 J—J � � CONTRACTOR: `)�---w PROJECT#: 106 " 0 7 Z Z V PERMIT NO: CO" 2(90) ^09w o Ll PROJECT: 1'Y CUQS %- eQ S 12 147 2, 6.) GS't101 INSPECTOR: PUt,l-e— LOCATION: S�t ���"� ___ __ _ JURISDICTION: i'I'l.a50,\. e rJ r KRAZAN PROJECT MANAGER: WEATHER: C 11ec _ ,. TEMP: �C� ❑ WASHINGTON DENSOMETER ❑ SANDCONE ZNUCLEAR TEST C� OTHER LOCATION MAP N Paved Areas (circle one): Sub/Agg /Asphalt _ ❑ Building Pad (s) / ❑ Other [Trenches (circle one): Sewer/kor/Storm Drain/Utly [?,e e (cc ram, r A Curve Unified Soils Classification Max Dry Opt Density Moisture `{ TD Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction Y Gt W 3 - — --- -- -- 7 c Curve Test Method: This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future Map Location: GCS' construction activities or rainfall events.The compaction tests were performed at the approximate U Attached Daily Avg.Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities ! S vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork Daily Avg. td or paving construction,nor does our work relieve the contractor's responsibility to conform to the Count moisture �-.�Z approved project plans and specifications. Gauge# J- To the best of my knowledge,the above al WAS NOT performed in accordance with the approv lans,specifications,and regulatory requirements. Superintendent/Representative: Technician: NA_ Serving the Western United States 1301 Compaction Rcpnrt.doc Revision 1 Effective Datc:I VIM .r FIELD REPORT NO: �V%LaZ;a1 & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7--Z-i,,, t') CONTRACTOR: .; . PROJECT* lla-i t"2 L ', JURISDICTION: ,Mr�•:ec�� , ft PROJECT. It PERMIT#: +' c •� , — --- LOCATION: ` T,yr .a INSPECTOR: —7• ,,,� ra KRAZAN PROJECT MANAGER: WEATHER: TEMP: A,5 Lrr) f-f U '—J ZY ;�i ; L~I.2 f�N"4'1 a 3 �37t ^1. rs 7'IL s i�5 l '�"Mi'1 l�fu� '^.L:'i�' r iY /f'C•i mow.- d 4.1 is h�a.• .✓>�•" l�':t eP' /-y:�^_ �x y.i+.et.•��,t r..l 71 (`4't ? J�' 3 j.�.. ,p �,-cyw•!+"!-�-t'1r ta-e•t=�•_r, z-a.r:__J Jar.».{•-. ."'e`...;� ci" %L'k-_ —'T`-" - Equipment/Asset Number(s): To the best of my knowledge,the above AS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: l Serving the Western United States /50f Field Repon.doc Revision I Effective Date:5125/O5 •rw.:_rr....._.:r,.....,...�n«w....rt,;....,,.n�...r.,..r.n for the err•losive nv of the elienr This moon may not he reproduced in my format without the written Dermission of the client and Krazan&Associates. FIELD REPORT NO: '= KraZ;an & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J-4'Y HBO CONTRACTOR: PROJECT#: lOG -6 7AA S JURISDICTION: A WI�-XoAI CO /W4S-0't/ �'o udc/G GJO�/� s�Iwlyr PERMIT#: Cam 96V-7 — aeO G el PROJECT. . /� LOCATION: F_GTO,th t,JA INSPECTOR: lFIllxl S/./_= KRAZAN PROJECT MANAGER:_ WEATHER:sr7egcft,,?,f Tis.v5r"Eo TEMP: 7e f ew 5-1; � Fd/L S/g/%C/'4G ,G�IS/C�GTion/ dr e---"kt JD F/.eS T if d'�i Div ft G L ��✓inec,— �u/ENT Gd't(�DfZ�itS r)F 7` . /fAS 2�'►-����=n�n;�Ti�B Go�D �✓,��/g-TEf�� sYlgs�Gl Y J�,Pr�?Z�c.�• A•Ar0 Br�yd/ew 4 Paz-tr /0/ o2SAN2/VoPM 9�'a-vti�L F_S k/�fI�S �i�T' ���iFiC'fiVc� Cf�L�nl/�FiP �i��y�2T Equipment/Asset Number(s): To the best of my knowledge,the abov WAS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 1501 Field Reporr.doc Revision I III Effective Date.525/05 The information orovided on this moon is prepared for the exclusive use of the client.This report may not be reproduced in any fomtat without the written permission of the client and Krazan&Associates. FIELD REPORT NO: Krazann. & A s s o ciates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: o?y�-T/s/RI s��D� CONTRACTOR: eloNe//V 3' 41NA PROJECT#: , Olv -D 7.2A9 JURISDICTION: �W*.re_'1e,- . PROJECT: IqLel wt& b04-1A/"14' PERMIT#: cer41 LOCATION: rSh�EL7-aA�, G(/� INSPECTOR: /rw// KRAZAN PROJECT MANAGER: ��✓ WEATHER:_ CL��}R �Tf Ao TEMP: 70 s CAI 67/Tir ale S1c5VC1-#e `N,Si�i_ C /Or1l d f �iQO u� l�G�'cF Fi1/T ,j% z5ale D/NG TI ;;;Wu ��irf /� F.ey�'1 �r�" hf 2�0-ew D 7O .D. X_1 s .4�yQ r1�Jo�c�`�ie �/L�T°.o i•wcf 3 Gh'Iu f'ie�s•r�s Gr/E� �/�u�o fug ,�aee�uG Gv�G 6•eou-Ti►rG_ 1PiC f,E2�Ncf G S�U•u�..-2 ��Po27^' �8 7 3D �a�e TEsT=����, Equipment/Asset Number(s): To the best of my knowledge,the abo10 AS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 01 Field Revision I 7`a� /S F Id Xrpotttloc Effective Data 525/05 The.inf—lion nrnvided on this report is oreteared for the exclusive use of the client.This report may not be reproduced in any format witluwt the written Permission of the client and Krazan&Associates. WIS DATE 2/5/08 NO. 8080 WELDING INSPECTION SERVICES PROJECT Maintenance Facility Buildings 4, 7 Inspection,NDE,Testing P. O.BOX1044 SUQUAMISH,WASHINGTON 98392 LOCATION Mason County,Shelton WA NGT (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 ,lob 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. QC 1 ;#3(1F1nQj f Ken Havens, Senior Inspector, AWS/CWI, ASNT 111 SIGNEDI- - i�