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Home My WebLink AboutCOM2018-00037 Infill Between Commercial Structures - COM Inspections - 2/4/2020 CONCRETE M�IICAL E +dl�`CTURED HOME Fcc0-,cis Dad-- Gar,Frping it cioF IIate gy irAvior-Date By Dog { By prior oafs BY - raast i e egs IN SULA-111 in Date By arw i aLAS WL-,aN om By FIRE DEPARF,7VEINT o Daft Dai" a� �' DECKS FRAMWG Date ` PROPANE TANKS PLUMSM By l By f By 3 DRYWALL By ird.Bra x vivo S7 C 51 $ m nay 2y FINAL INSPEG rlON N Fire Sacr perstEioc� By By Data BY J-Tz ZD o .ssIrt �. \ m - g o 724C Ivt !HSASP P< < s /rercrie m CD CD R It . dCU ✓aK I -2J J IZ I wi 1 �Z � 3 Em E m p n 10. 4 -qqqqq O,W Is o CONCRETE MECHANICAL MANUFACTURED HOME 0o Footings i Setbacks Gag Piping Date B y Ribbons o Interior Date By interior-Date By Date By Z o Exteror Date By Exterior-Date /-2 Z-/f B ✓fit_up C INSULATION m Point Load!Isolated Footings Date By (A Date By BG/SLAB INSULATION --I Data By FIRE DEPARTMENT 9 Foundation Wails Floors Date By Z Date By Data By DECKS FRAMING Walls Date By X Date By Data By PROPANE TANKS 0 Vault PLUMBING Date By rn Date By _.e. . Groundwork Attic OTHER Fn Date By Date By Type in Data By o.W.v DRYWALL Type. n Int.Brace Wall Date By 0 Date BY Date gy ic FINAL INSPECTION N Water Line Fire Seperation Date By. Date By Date By 00 O Pass or Request Inspect. c Type of Insp. Fall Date Date Done By Comments V �c C(c- r i�s c-E,� H etc env 7Zc „-F 1 J'7,7 h t!v'S 0 vt •/ // t'vK✓sa [N �a y �l t OYi C 42 t -r,q ��"� lf& dvvzy 3 "(11 Wl�CA �� 6,a[n�.�-r I—Hw H+�� vi2N, vst- f�z�n .� c s curt►i �.��. `Aeii✓, [e1WC.vr S V( � %'ft n plk-Alw 1e,47t111W_re vt►�ri 10 —2 k I '9r HCit., A--e a ,�l „/k► les �N� a[� c� �/ / w K (/1/4wW r44c I? `[✓ k4t CO✓1 ✓ (44,�-41 0 W o, 0•tr r/ 4-,� v� rev✓ �i f of if ✓ OCCv�w,rt7 7u577errFv-r GvkK 17�tMy uo {v e,4*e a dau<74 AAA - l0C, i./l/a-"_ 5s �6 • MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext. 352 COMMUNITY SERVICES 360-482-5269 Elma ext. 352 Building, Planning,Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: 06 M Zo 1 �,— o0o 37 ADDRESS/LOCATION: 2-` I S I N y S `a/ FINDINGS: / &EcK 6'o N /S o ivS 627 -S S 7..<f �2 Items listed above must be corrected to gain compliance. K THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: Please contact our office regarding possible Department: structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360-482-5269 Elma ext. 352 e Building, Planning, Environmental Health,Community Health 615 W. Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: COW Zp(�— Q9EO 577 ADDRESS/LOCATION: Z y 1 S 1 /1 cA!5 101 FINDINGS•• J 1 P/ ! e, t-%e5 0, Pq 0 l N ✓l a i �cl H Q rem G < /♦ H '; t 4 e-. Z R (T� /4--/, S l/ /eki C G Lc fn It 154 vi lc f G✓' S ✓ - o� Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. OK to—Ft vr7 DG L if pGvvt C:j N P" I S C'O vu;p lk-� . Date: ❑ Please contact our office regarding possible Department: 15 L structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262 o ��U Phone: (360)427-9670, ext. 352 Mason County 615 W Alder St Shelton, WA 98584 1854 COMMERCIAL BUILDING PERMIT COM2018-00037 OWNER: PURVIS INVESTMENT PROPERTIES RECEIVED: 3/24/2018 CONTRACTOR: LICENSE: EXP: ISSUED: 7/23/2018 SITE ADDRESS: 24151 N US HIGHWAY 101 HOODSPORT EXPIRES: 1/23/2019 PARCEL NUMBER: 422125107001 LEGAL DESCRIPTION: HOODSPORT- MCREAVY'S ADD BLK 7 &20 TR 1-2 & LOTS 19-29 TGW VAC STREETS &ALLEYS DPC#07-25 PROJECT DESCRIPTION: DIRECTIONS TO SITE: INFILL BETWEEN 2 EXISTING STRUCTURES TO CREATE FOLLOW US HIGHWAY 101 NORTH TO SITE ADDRESS ON THE LEFT ONE RETAIL SPACE SIDE (HOODSPORT GROCERY) General Information Construction&Occupancy Information No. of Units: Type of Constr.: V-B Type of Use: Retail Insp.Area: No. of Bathrooms: Occ. Group: B, M Type of Work: ADD Fire Dist.: 1 Valuation: $ 437,176.26 No. of Stories: 1 Exit Design. Load: 0 Building Height: Pre-Manufactured Unit Information Square Footage Information Make: Length: Lot Size: CVD DECK: 1,257 Model: Width: Building: 4,757 Year: Serial No.: Basement: Parking Spaces: Setback Information Shoreline&Planning Information Front: W 25.00 Ft. Shoreline: Ft. Rear: E 55.00 Ft. Slope: Ft. Water Body: Shoreline Desig.: Not Applicable Side 1: N Ft. SEPA?:No Comp. Plan Desig.: Rural Activity Ctr. Side 2: S Ft. Fire Protection System Information Auto Fire Alarm System?: Y Emergency Key Box?: Y Standpipe?: Y Auto Fire Sprinkler System?: Y NFPA 13 Access Road?: Y Fire Extinguishers?: Y Fixed Fire Suppression System?: Y Fire Hydrants?: ? Fire Lanes?: Y COM2018-00037 Please refer to the following pages for conditions of this permit. Page 1 of 13 Plumbing Fixtures Mechanical Fixtures FEES . 3 Type Qty. Type Qty. Type By Date Amount Receipt Building State Fee rnnnn 119A1gn1A IRA Rn C1gn1Rnn EH Plan Review rnnnn i/9A/7ni A 1,71 E nn C1 qn1 Ann Planning Review Fee rnnnn 1/7a/9n1R vAAn nn G19n1Ann Planning Stormwater ReN, MAKA A/qA/7n1A RAnn nn S17nlAnn Plan Check Fee Tvu s/15tgn1A R1 A7R 7R S1gn1Ann Non-Res. Energy Code Tom/ sil5i,?n1A -(P,7'A nn glgnlRnn IFC Plan Check Fee TVU silFign1A ,tQRA 1'3 g1gn1Rnn Building Permit Fee Tit s11rlgn1A c.9 RRs ss C1gn1Ann Total $6,673.44 CASE NOTES FOR COM2018-00037 CONDITIONS FOR COM2018-00037 COM2018-00037 Page 2 of 13 1) Means of egress IFC 1008.1.9.3 Locks and Latches X Isle widths per IBC and IFC. X Common path of travel to exit access shall not exceed 75' IFC 1015 X Md` Exit Access IFC 1014 X Exit signs shall be provided and internally illuminated IFC 1011 X M� Provide for emergency lighting X_4a Provide Fire Extinguishers per IFC 906 X Provide Knox Box per Chapter IFC 506 on building and/or gates. X NFPA 72 Fire Alarm System will be required for notification devices. It is highly recommended, but not required that automatic smoke detection devices are added in public restrooms. (separate permit) X NFPA 13 Sprinkler System is required (separate permit) X Locate FDC and PIV as approved by MC Fire Marshal. COM2018-00037 Page 3 of 13 X ©i Identify locations of fire hydrants on civil plans. X Provide water adequacy and fire flow data from water purveyor. x P Locate and have approved all Fire Lanes. Paint and identify per red-line. X i Kitchen Hood Suppression UL300 system required (separate permit), if moved. x P% High Pile storage to conform to IFC chapter 32. X Review RED LINE notes carefully. x Required Forms: MSDS Sheets and MIDS Survey for Chemicals L&I Electrical Final Prior to any Fire Marshal Final WA State NFPA 72 alarm acceptance paperwork. WA State NFPA 13 sprinkler acceptance paperwork. X g1� Field corrections may be needed at the time of inspections. X COM2018-00037 Page 4 of 13 Plan approval does not relieve the designer/contractor from complying with all applicable codes and requirements as adopted by Mason County and the State of Washington, not does it abrogate the requirements of the requirements of other authorities having jurisdiction. X 2) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. A. Drainfield/ Reserve requires a 10ft setback from all footing/foundations. B. Septic tank(s) requires 5ft setback from all footing/foundations. C. No fgun drains within 30ft, down gradient of drainfield/reserve area. X �i 3) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647 Q9�82. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 4) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County Building Department prior to any further inspections being performed or approvals granted. X r 5) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X (/►'Ila' 6) THE F DATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X jalL 7) The approved site plan is required to be on-site for inspection purposes. If inspection is called for and the site plan is not on site, Approval WILL NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason CounW—) ing Department prior to any further inspections being performed or approvals granted. X 8) WIND LOADS - Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85 MPH. X 9) REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. (I RC 2012 R905.2.8.5) X 10) 3000 PSI CONCRETE WILL REQUIRE SPECIAL INSPECTION IF THE QUANTITY EXCEEDS 50 CUBIC YARDS< LESSER AMOUNTS WILL REQUIRE AN APPROVED CONCRETE SUPPLIER TO PROVIDE YOU WITH A BATC ,TICKET THAT WILL BE REQUIRED TO BE SUBMITTED TO THE SITE INSPECTOR FOR THE VERIFICATION OF MATERIAL USED. X COM2018-00037 Page 5 of 13 11) A concrete encased grounding electrode must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor& Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-4000. X 12) All Material Safety Data Sheets (MSDS) for all hazardous materials used within the facility shall bbe jallaced in a notebook and permanently located in a conspicuous location inside the building near the main entrance. (IFC Chapter 50)X rr� 13) Lever hardware is required at doors. The unlatching of any door shall not require more than ONE operation. Hardware with locks must open with a single action from the egress side of the door. Door hardware shall allow egress doors to be readily open able from the egress side without the use of a key or special knowledge or effort. Handles, pulls, latches, locks and other operable parts on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight-grasping, pinching, or twisting of the wrist to operate. X & 14) All doors shall be pivoted or sides hinged and swing in the direction of exit travel. Means of egress doors shall be readily distinguishable from the adjacent construction and finishes such that the doors are easily recognizable as doors. Egress doors shall be side- i ed unless specifically exempted in the Section 1010.1.2.1 & 10.10.1.2 of the International Building Code& International Fire Code. X &Z 15) ALL exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. All exit signs shall be internally ternally illuminated at all times and equipped with to ensure continued illumination for duration of at least 90-minutes. X 16) In an Assembly Occupancy group with less than 300 occupant load, occupancy groups B, F, M, and S you may only use a lock that prevents operation of the door at the MAIN door ONLY. In "Main" door(front door, primary door). It is intended to be limited to the door that customers come in. The main door only, a lock is allowed ONLY if the following three criteria are satisfied: 1. The lock is readily distinguishable as locked (storefront door deadbolts that have an indicator that reads OPEN/LOCKED) and 2. A readily visible sign with 1" letters high on a contrasting background. "THIS DOOR TO REMAIN UNLOCKED aA EN THIS SPACE IS OCCUPIED."And 3. The provision of key-locking doors allowance may be revoked by the building official. X �11 17) The number of exits or exit access doorways required within the means of egress system shall comply with the provisions of both the International BuildinPde and International Fire Code Chapter 10. These provisions cover; exits, pathway size and distance of travel. X //�'k1J 18) In addition to the inspections required in IBC, Section 109, the owner, the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by the design professional. The special inspectors duties & responsibilities shall be as specified in Chapter 17. Special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton WA 98584 and available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing and final occ�y inspections. X 19) Any changes in construction shall be reviewed by engineer of record and submitted in writing to the Mason County Building Department prior to construction. All engineering documents are a part of the approved set of plans and must remain attached thereto. If engineering documents are removed, approval will not be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected ason County Building Department prior to any further inspections being performed or approvals granted. b t X J COM2018-00037 Page 6 of 13 20) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND THE INTERNATIONAL CODE REQUIREMENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF JUSE OR OCCUPANCY WOULD RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x 21) Changes to approved building plans that affect compliance to the current Washington State Energy Code (WSEC), ventilation requirements), Building/PI F ing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction. 22) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason Coun X � ilding Inspector shall be made prior to requesting additional inspections. 23) All property lines shall be clearly identified at the time of foundation inspection. X /r'F/ 24) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant wit pl ason County ordinances and building regulations. X 25) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit r have prevented action from being taken. No more than one extension may be granted. X 26) The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. Structures and/or land modifications (grading, cuts, fills, etc.) required in the geotechnical report/ass ssment, may require a seperate permit. The geotechincal report/assessment shall remain attached to the approved building plans. X 610 2 An inspection performed by a representative of the geologist, their authorized representative, or engineer of record, shall be completed on-site prior to the footing pour to verify that earthwork and foundation installation activities comply with the Geotechnical report or assessment recommendations. In addition a final inspection report, prepared by a representative of the geologist, their authorized representative, or engineer of record shall be required to verify that erosion control, drainage and final work is completed in accordance to the Geotechnical report or assessment recommendations. Reports shall be submitted to the Mason County Building Dept., PO Box 186, Shelton, WA 98584, prior to the footing and final inspections and X available inspection. 28) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fastener nnectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X 29) Recyclable materials & Solid Waste Storage: Space shall be provided for the storage of recycled materials and solid waste. The storage area shall be designed , eet the needs of the occupancy, efficiency of pick-up, and shall be available to occupants and haulers.X COM2018-00037 Page 7 of 13 30) Prior to obtaining final occupancy approval the registered design professional shall provide evidence of systems commissioning and completion in accordance with the 2012 International Energy Conservation/Washington State Energy Code (IECC/WSEC) Section C408. ` Copies of all documentation shall be given to Mason County Department of Community Development prior requesting the final occupancy inspection and shall include commissioning of the building mech cal system (C403), service water heating systems (C404), electrical power and lighting systems (C405), and energy metering (C409). X �J 31) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure these structures meet the setback conditions listed. X _ 32) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approved:Plan"to ensure these structures are shown and meet the setback conditions listed. X 33) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAY. X , 34) WINDOWS AND GLASS DOOR INSPECTION Windows and glass doors shall be installed and flashed in accordance with the manufacturer's written installation instructions. Written instructions shall be provided by the manufacturer for each window and available for inspection. In addition all exterior windows and doors shall be designed to resist the design wind loads of the project. X �' 35) Accessible parking spaces shall be provided in accordance the 2015 International Building Code Section 1106 and constructed in accordance with Section 1101.2/ICC A117.1. Accessible parking spaces shall be provided in accordance with Table 1106.1 as follows: 1 to 25 total parking spaces requires not less than one accessible parking space 26 to 50 total parking spaces requires not less than two accessible parking spaces 51 to 75 total parking spaces requires not less than three accessible parking spaces 76 to 100 total parking spaces requires not less than four accessible parking spaces See IBC Section 1106 and table for more than 100 parking spaces. Construction and design shall be completed in accordance with ICC A117.1, Section 502. Accessible parking spaces shall be located on the shortest accessible route of travel from adjacent parking to an accessible building entrance. Car parking shall be not less than 96-inches wide and access aisles not less than 60-inches wide shall be properly marked. Parking surfaces shall be firm, stable, and slip resistant material and shall not be steeper than 1:48. Accessible parking spaces shall be clearly identified by signs containing the International Symbol of Accessibility placed not less than 60-inches above ground surface, measured from the bottom of the sign. X COM2018-00037 Page 8 of 13 36) Storage racks greater than 59" and up to 8'0" in height shall be installed in accordance to manufacturer specifications for seismic attachment. When seismic attachment is not provided by the manufacturer an engineered design and attachment details shall be required. Installation specifications or engineer's design shall be available during inspections performed by the Mason County Building Department. Storage racks greater than 8-ft in height shall require an engineer's design addressing seismic conditions and attachment. In addition, storage racks 8-ft tall or more shall require special inspection performed by the design professional or an approved representative. The special inspection report and engineered design shall be provided to the Mason County Building Department for approval prior to the final occupancy inspection. X P 37) Accessible routes within the site shall be provided from public transportation stops, accessible parking, and accessible passenger loading zones and public streets or sidewalks to the accessible building entrance served. Provisions for the accessible route shall be designed in accordance to ICC A117.1-2003. Slopes shall not exceed 1:12 and shall be continuous and unobstructed that consist of walking surfaces and marked crossings at vehicular ways. The route shall be at least 36-inches wide, except at doorways. When a route turns around an obstruction the width shall be at least 48-inches wide. A clear space of at least 60-inches by 60-inches shall be provided at intervals of 200-feet or less for passing. Curb ramps shall be at least 36-inches wide with a maximum slope of 1:12 horizontal with flared sides in accordance to ICC A117.1-2003. X //►lY; 38) Commercial Hoods All kitchen hood systems shall be installed and maintained as required by the International Fire Code, Building Code and Mechanical Code. Inspection and maintenance records shall be available for inspectors during all inspections. X � 39) Rooms and enclosed spaces shall have Class C interior wall and ceiling finishes or better. Class C finishes shall have a smoke developed index of 0-450 and a flame spread index of 76-200. Provide classification information during inspection. X n,U COM2018-00037 Page 9 of 13 40) This project is approved for compliance to the 2015 International Energy Conservation Code/Washington State Energy Code (IECC/WSEC); • components shall be installed as follows: ENVELOPE: Componet Performance Wall insulation: R 19 CI & R 21 batt See Page A4.0 of plans Roof Insulation: R-11 CI & R-25 See Page A4.0 of plans Slab insulation R-10 See Pagbe A4.0 of plans Fenestration including doors and windows (Table C402.4), including store door(s) shall have a U-Factor as follows-fixed/non-operable windows .38 and operable windows U-0.40or less, entrance doors U0.60 or less and skylights U-0.50 or less. Solar heat gain coefficient(SHGC) 0.40 or better except skylights SHGC 0.35 or better. OTHER DOORS: Other than entry doors U-0.37 or less and roll-up or sliding doors min. R-4.75. LIGHTING: Total interior lighting shall not exceed 5050 watts, or provide a design calculation demonstrating compliance to IECC/WSEC C405. Lamp wattage shall be calculated using the lamp and ballast or for incandescent fixtures, using the maximum labeled wattage allowed and is approved as follows: A lighting plan has been provided showing the layout of all lights and controls along with a schedule that identifies the wattage for ballast and lamps. All daylight zones shall be provided separate control in accordance with IECCWSEC. Automatic daylight sensing controls shall be capable of reducing light out-put, that control luminaries only within the day lighted area, shall be clearly identified. Switches shall be equipped with separate automatic controls to shut off the lighting in all spaces during unoccupied hours. Occupancy sensors shall be capable of automatically turning off all lights in an area in accordance with IECC/WSEC. Exterior lighting shall not exceed 767 watts or provide a design calculation demonstrating compliance to IECC/WSEC C405 or as otherwise allowed in the IECC/WSEC. X 41) Commissioning shall be required of the lighting controls in accordance with WSEC in order to verify that the lighting controls have been installed, and function properly, in accordance with operational requirements. A commissioning compliance checklist completed in accordance with WSEC Section C408 shall be submitted to the Mason County Building Department upon substantial completion of the building. See Compliance Checklist in the 2015 WSEC. X COM2018-00037 Page 10 of 13 42) ommissioning shall be required of the HVAC system and lighting in accordance with WSEC Section C408 to verify that the building systems have • been designed, installed, and function properly, efficiently, and can be maintained in accordance with the design and operational requirements. Acommissioning plan shall be prepared and submitted to the Mason County Building Department prior to the framing inspection. See WSEC Section C408. A commissioning compliance checklist completed in accordance with WSEC C408, shall be submitted to the Mason County Building Department upon substantial completion of the building. Commissioning Plan: Commissioning plan shall include: A general description of the commissioning process activities including the systems to be commissioned; 2. he scope of the commissioning process including systems testing and balancing, functional testing, and supporting documentation; 3. oles and responsibilities of the commissioning team; 4 A schedule of activities including systems testing and balancing, functional testing, and supporting documentation; Functional test procedures and forms. X 43) The following items have been deferred: Racking, - e . These items must be permited, approved and picked up prior to installation of any portion of these items. X n,1►�J 44) Compliance with an approved Storm Water Plan shall be subject to an on site inspection, or inspections, by the engineer of record or an authorized representative. Said inspection(s) shall be performed in accordance with the approved plan, and prior to any modification that would make a determination of compliance impossible. Inspection reports shall be submitted to verify all engineering requirements have been completed in accordance with the approved storm water plan. Reports shall be submitted to the Mason County Department of Community Development prior to each corresponding inspection. Final As-Built drawings must be submitted prior to final occupancy approval. Copies of all special inspection reports shall be made available at time of inspection 1 X 45) A recorded Operation and Maintenance Agreement must be completed, recorded and received at Mason County Building Department prior to occupancy approval. X_ elmb COM2018-00037 Page 11 of 13 OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s) for review and inspection. This permit/application becomes null &void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICAT" 180 DAYS WILL INVALIDATE THE APPLICATION. n ure Date OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) COM2018-00037 Page 12 of 13 MATERIALS TESTING i CONSULTING,INC. January 23,2020 Purvis Property Investments Attn:Mike Purvis P.O. Box 1339 Hoodsport, WA 98548 Sent via email: hcg{a,hctc.com Re: Final Letter Hood Canal Ace 24151 Highway 101,Hoodsport, WA MTC Project#18S263 BLDG Permit#COM2018-00037 Mr. Doe, Materials Testing& Consulting, Inc. (MTC)provided materials testing and special inspection services during construction of the above-referenced project. This letter is a statement declaring the actual work inspected by MTC itemized below was found to be,to the best of the inspector's knowledge, in accordance with project plans, specifications, engineer approved revisions, and the International Building Code. The following is the scope of inspections performed on this project. ♦ Reinforced Concrete Special Inspection ♦ Proprietary Anchors Special Inspection The results of our services were provided to the local building department for review. Only WABO Certified special inspectors were utilized to perform those specific inspections as required by the Special Inspection Agreement.Any items that were found to be in noncompliance with the approved construction documents were repaired or replaced, and re-inspected for acceptance. To the best of our knowledge, items that were observed by Materials Testing&Consulting, Inc. during continuous or periodic inspections for the noted project are compliant with approved plans and specifications. LIMITATIONS The services provided as described in this report include professional opinions and judgment based on the data collected and our field observations. These services have been performed according to the specified codes, industry standards, and generally accepted engineering practices. No warranty, express or implied, is provided. Representatives of Materials Testing&Consulting, Inc. did not supervise, direct, alter, amend or change project specifications or contractor activity. Our statement of conformance pertains to only those items inspected and tested by Materials Testing& Consulting, Inc.for the subject project during the time period when we were on-site. Environmental•Geotechnical Engineering•Special Inspection*Non-Destructive Testing•Materials Testing Burlingtonl0lympialBellinghamISilverdalelTukwila 360.755.1990 www.mtc-inc.net MATERIALS TESTING R CONSULTING,INC. This report may be used only by the client and only for the purposes stated, within a reasonable time from its issuance. Any party other than the client who wishes to use this report shall notify Materials Testing & Consulting, Inc. of such intended use. Based on the intended use of the report, Materials Testing& Consulting, Inc. may require that additional work be performed and that an updated report be issued. Non-compliance with any of these requirements by the client or anyone else will release Materials Testing & Consulting, Inc.from any liability resulting from the use of this report by any unauthorized party. We sincerely appreciate the opportunity to be of service to you on this project and look forward to offering our services again. If you should have any questions concerning this report,please contact the undersigned at your convenience. Respectfully Submitted, MATERIALS TESTING & CONSULTING,INC. Tim Macke WABO Technical Director Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing a Materials Testing Burlington 10lympialBeIIinghamISilverdaleITukwila 360.755.1990 www.mtc-inc.net 'YLTCix Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Hood Canal Ace - lSS263 - Field Report: Reinforcing Steel: Report *F196355 CLIENT Purvis Property Investments DATE 11/07/2018 PROJECT LOCATION 24151 Hwy 101 Hoodsport WA 98548 PERMIT #COM2018-00037 Inspection Information: Inspection Date: Time Onsite: 8:00 Weather ply cloudy,50's*F t 11/07/2018 am Conditions: Inspection Performed: Reinforcing Steel Subcontractor. n/a Continuous or Periodic: periodic 1 Sheets: f see below Location/Area: 1see below Details: ?see below _ �'Level/Elevation: see below i Reinforcing Grade: 'ASTM A615,gr.60 Embeds: n/a Reference Reports: xee below ;Approved Plans Dated: 2018-02-07 Remarks: Contract Drawing Sheet: S2.0,Foundation Plan Deferred Submittal Drawing Sheets:AB-1 &AB-2 Location:exterior footings(not including post footings)and interior slab on grade shown on sheet S2.0 Primary Details: 1/S2.1,2/S2.1,4/S2.1,9/S2.1, 10/S2.1, 11/S2.1 and footing schedule on sheet S2.0 The reinforcing steel(RS)and anchor bolts(AB)for the location described above were found to have been properly placed.The ASTh1 A615,gr.60 RS was placed as required by the notes on sheet S2.0 and various details listed.The AB were placed with the required embedment depth and the thrust angles in place per detail 2/S2.1.The RS was placed with suffiecient lap,spacing and clearance. Special Note-The owner of the structure confirmed that the 12 ins.thick freezer slab on grade was omitted. The work observed was found to be consistent with the contract drawings dated 0 7-FEB-2018.The metal building drawings were supplied by NUCOR and dated 17-AUG-2018. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,11/07/2018,#F196355,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting.Special Inspection•Materials Testing•Environmental Consulting 4 UPLOADED: 11/07/2018 13:31:21 footings/slab UPLOADED: 11/07/2018 13:31:58 interior slab on on grade adjacent to existing structure grade and perimeter footings REPORTED BY: Randy Gray REVIEWED BY:Tim Macke,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.5 34.97 77 360.64 7.6 111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,1 110 712 0 1 8,*F196355,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Hood Canal Ace - 18S263 - Compression Test: Concrete: Report #C196476 CLIENT Purvis Property Investments DATE 11/09/2018 PROJECT LOCATION 24151 Hwy 101 Hoodsport WA 98548 PERMIT #COM2018-00037 Inspection Information: Inspection Date: Time Onsite: 6:45 Weather Cloudy,30*s 11/09/2018 a.m. Conditions: Inspection Performed: I Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: A-I.9 @1-6 Sample Location: 11,7 @ 6 Contractor. Subcontractor. Supplier/Plant:Mi1es/208 Qty Placed,Cu I150 cu. Slump,Inches(ASTM C-143)or WIC Ratio: 5 Concrete Temp, -F(ASTM C 1064): J6' Yd.: Delivery Ticket �!1167978 Job Spec.Slump:� i Ambient Temp, ,F: 35 Truck#: M09� Air Content,%(ATSM C-231) Min Temp, °F: Batch Time: 6:31 _j Job Spec.Air:� Max Temp, °F: Sample Time: :25 Mix#and Proportions: 01500C/10 cu yds Cement,lbs.:4675 _ 1 Coarse Agg,lbs.: 7'8#57 14480 Admixture,oz./cwt:MB NC 534; 564 Flyash,lbs.: i Coarse Agg,lbs.:Pea#8 4140 Admixture,oz./cwt: Water,gals.: 171 _ Coarse Agg,lbs.:, Admixture,oz./cwt: � Fine Agg,lbs.: 16000 Coarse Agg,lbs.: _ Admixture,oz./cwt: 5 Gallons of water were added N Prior to sampling Sample Type & Compression Test Results: Received 11/10/2018 Sample Set 1 of 1 Type of Compression concrete(ASTM C-39) Test: € Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 7295 7 11/16/2018 45 174 3.99�( 12 50 3,610 _ Stan Mendell 3 ❑ w _ n __ _ 7296 28 12/07/2018 61,491 3.99�1 50 4,920 j Stan Mendell 3 ❑ 7297 28 ji 1./07/2018 i,62,603 3.9912,50 5,O10��Stan Mendell 3 ❑ 7298 j 28 ;; 1210./2018 i,65,943 3.99 12.50 57280 F Stan Mendell 3 ❑ 7-7299 RE 'D 28 3000nj JED Remarks: DEC 2 6 2018 ,See Report#C196475 for further information. 615 V/Alder Suet REPORTED BY: Kam Binns REVIEWED BY:Frank Pooler, Lab Manager Corporate - 777 Chrysler Drive • Burlington, WA 98233 - Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,1110912018,#C196476,Page 1 of 1 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �"Oww•.i•c++r•� Hood Canal Ace - 18S263 - Compression Test: Concrete: Report #C203046 CLIENT Purvis Property Investments DATE 04/05/2019 PROJECT LOCATION 24151 Hwy 101 Hoodsport WA 98548 PERMIT#COM2018-00037 Inspection Information: Inspection Date: Time Onsite: 11:20 Weather Es�F,Rain 04/05/2019 AM Conditions: Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: 0.5A-I.9/0.1-2 Sample Location: H/1 Contractor:Christensen Inc. Subcontractor:' Supplier/Plant:MgLs Sand and Gravel/208 Qty Placed,Cu. 5 Slump,Inches(ASTM C-143)or W/C 4 75 Concrete Temp, °F(ASTM[61 Yd.: Ratio: C-1064): Delivery Tick 68725 Job Spec.Slump: 4+/-1.0 Ambient Temp, °F: 54 Truck#:�1' 014 Air Content,%(ATSM C-231): Min Temp, °F: Batch Time:r11:27 Job Spec.Air: Max Temp, °F: Sample Time: 12:20 Mix#and Proportions: 01500 Cement,lbs.: 2575 �� Coarse Agg,lbs.: /8,10200 Admixture,oz./cwt:r Flyash,lbs.: �} Coarse Agg,lbs.:�--—� Admixture,oz./cwt: —T— --� Water,gals.: 162.9 - Coarse Agg,lbs.: oz./cwt: Fine Agg,lbs.: #2,9100 —�� Coarse Agg,lbs.: --�— Admixture,oz./cwt: Sample Type & Compression Test Results: Received 04/06/2019 Sample Set 1 of 1 Type of Compression oncrete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) C1779 7 7 04/12/2019 49,141 4.00_IC 12.57 `t 3,910� Stan Mendell 3 ❑ �1780 28 05/03/2019 69,370 4.00 JC12.57 5,520E Stan Mendell 3 ❑ 1781 28 05/03/2019 73,138 4.00 ]E 12.57 5,820�� Stan Mendell L 3 ❑ 1782 28 05/03/2019 70,836 4.00 12.57 5,640� n Mendell 3 0 1783 H F-- 7L_0 ❑ ❑ REQ'D 28 4000 Remarks: For more information see MTC Field Report#F203044. 14AY ff-Q !)nsn___F REPORTED BY:Nicholas Dier REVIEWED BY:Frank Pooler,Lab Manager 615 W. Alder Street Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,0410512019,#C203046,Page 1 of 1 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consultinga.rKac../'� Hood Canal Ace - 18S263 - Compression Test: Concrete: Report #C204357 - DRAFT CLIENT Purvis Property Investments DATE 04/29/2019 PROJECT LOCATION 24151 Hwy 101 Hoodsport WA 98548 PERMIT #COM2018-00037 Inspection Information: Inspection Date: Time Onsite: Weather 04/29/2019 8:00am Conditions: [Sunny,50s F Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Exterior sidewalk Sample Location: Same as placement __ ----- t.�_..—-- �v t _ Contractor:Christensen Inc. Subcontractor: Suppllhr/Plant:B---ayst-de Redi-Mix Qty Placed,Cu.30 Slump,Inches(ASTM C-143)or W/C `� Concrete Temp, °F(ASTM 64 Yd.: Ratio:L C-1064): Delivery Ticket+ � #_1N/A Job Spec.Slump: 4+/-1.0 Ambient Temp, °F: 52 Truck#:'N/A Air Content,%(ATSM C-231): 43' Min Temp, °F: Batch Time: N/A Job Spec.Air- Max Temp, °F: Sample Time: 9:32 Mix#and Proportions: CUnknown Cement,lbs.: 130 �� Coarse Agg,lbs.: 0 Admixture,oz./cwt: Flyash,lbs.:W -- I Coarse Agg,lbs.: Admixture,oz./cwt:��— Water,gals.: /A ="Coarse Agg, lbs.:r Admixture,oz./cwt:�T--- Fine Agg,lbs.: /A `Coarse Agg,lbs.:'', Admixture,oz./cwt: E� 0 Gallons of water were added ®Prior to sampling®After sampling Sample Type & Compression Test Results: Compression of Comp Received 04/30/2019 Sample Set 1 of 1 TypeF;;;ete(ASTM C-39) Test: Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 2290 7 02019 35,667 4.00 12.57 �840 Stan Mendel[ 3 0 2291 28 05/27/2019 = F — 0 0 0 -- 2292 28 05/27/2019 - ��^'� 0� ❑ ❑ 2293 28 L05/27/2019 1I�� f�O�I ❑ ❑ -22 44 �C.___. JI�C�C�� ❑ ❑ REQ'D ® 3,000 D Remarks: MAY 0 9 `For more information see MTC Field Report#F204356. 615 W. Alder S t REPORTED BY:Tristan Macke REVIEWED BY: , Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www,mtc-inc.net Hood Canal Ace-I8S263,0412912019,#C204357,Page 1 of 1 MTc Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting t Hood Canal Ace - 18S263 - Proprietary Anchors: Report #13208139 CLIENT Purvis Property Investments DATE 06/25/2019 PROJECT LOCATION 24151 Hwy 101 Hoodsport WA 98548 PERMIT #COM2018-00037 Inspection Information: Inspection Date: Time Onsite: 8:00 Weather sunny, 50S F. 06/25/2019 am Conditions: Inspection Performed: Proprietary Anchors Field Data: Base Material: ®Concrete ®Un-cracked Thickness in inches: Existing Existing/ Unkow n Specified Compressive Strength in psi: Unknown Hole Data in inches: Depth: 8 Edge Distance: ,( End Distance: /A Diameter: 3/4 Spacing: arious ®Clean O Drilled O Cored Mechanical Anchor Data: Type: I Length in inches: Diameter in inches: Torque(Ft.lbs.): ❑ Setting Tool Present Adhesive Anchor Data: Product Name Simpson Set XP Batch#: 1000030283 Location exterior sidewalk _ Exp.Date/Shelf Life:12/27/2020 Number of anchors: 33 Anchor Length in Inches: 18 Anchor Diameter in Inches: 5/8 ® Anchors installed in accordance with manufacturer's instructions,specifications,and corresponding evalution report(ER-2508) Reason for Inspection: ®Shown on plans or specs ❑ Intentionally omitted during original placement ❑ Re-inspection* ❑ Needs Engineer's review and acceptance* N Threaded Rod ®Holes properly cleaned prior to epoxy installation Remarks: Sheets: S2.1 Details: General notes on S1.0, Foundation plan on S2.0, Detail#9 on S2.1 for Slab edge footing and log posts. Location: exterior sidewalk frontage levation: See foundation plan Plans Dated: 2-7-18 TC inspector on site as requested by contractor to perform structural observations,materials testing,and documentation f work performed at the above referenced project. Upon arriving on site,MTC inspector met with the contractor to go over the plans,specifications,and requirements for epoxy of reinforcing dowels. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,0612512019,#P208139,Page I of 2 MTC Materials Testing & Consulting, Inc. S Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting "` C was informed by contractor that the holes were drilled prior to MTC arrival,to a depth of 8".Minimum required robed is 6". MTC inspector did observe the cleaning of the holes via wire brush and high pressure compressed air. C observed the placement of(33)threaded dowels.Dowels were held in place with nut&washer to prevent over insertion so that 11 inches will remain above concrete to clear the 1"bracket and achieve required 10"embed in log columns. C observed the contractor install the epoxy and all thread bars.Contractor installed reinforcing bars with a clockwise twisting motion to ensure no air bubbles would pop epoxy out of the holes insuring full coverage.Holes were filled to full capacity to ensure full coverage and adhesion to the reinforcing bar. All materials used and placed appeared to be done so in general conformance to the approved site plans,specifications, d per the manufacturers recommendations. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: s ib a ;SiSa' UPLOADED: 06/25/2019 10:41:0.1 UPLOADED: 06/25/2019 10:41:18 �y { h� t - u r r R4 � UPLOADED: 06/25/2019 10:41:39 UPLOADED: 06/25/2019 10:42:08 REPORTED BY: Luke McCann REVIEWED BY:Tim Macke,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,0612512019,#P208139,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Ulm Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Hood Canal Ace - 185263 - Proprietary Anchors: Report #P195582 CLIENT Purvis Property Investments DATE 10/24/2018 PROJECT LOCATION 24151 Hwy 101 Hoodsport WA 98548 PERMIT #COM2018-00037 Inspection Information: Inspection Date: Time Onsite: 08:00 Weather Mostly Cloudy, 50s F. 1.0/24/2018 AM Conditions: Inspection Performed: Proprietary Anchors Field Data: Base Material: ®Concrete 0 Un-cracked Thickness in inches: r/A Specified Compressive Strength in psi: Unknown i Hole Data in inches: Depth: 4,6,8 Edge 4 End Distance: N/A Diameter: 10.625, Spacing 12 18 Distance: 05 N Clean O Drilled O Cored Mechanical Anchor Data: Type: Length in inches: Diameter in inches: ? Torque(Ft.lbs): O Setting Tool Present Adhesive Anchor Data: Product Name: K ti,HiT-RE 500 V3 Batch#: 2259 13 L3 Location:';SEE BELOW~ Exp.Date/Shelf Life:08/2019 Number of anchors: Anchor Length in Inches: Anchor Diameter in Inches: ® Anchors installed in accordance with manufacturer's instructions,specifications,and corresponding evalution report(ER-3814) Reason for Inspection: ®Shown on plans or specs ❑ Intentionally omitted during original placement ❑ Re-inspection* ❑ Needs Engineer's review and acceptance* ®Reinforcing Bar H Holes properly cleaned prior to epoxy installation Remarks: PROPRIETARY ANCHORS: EPDXY(Continuous Inspection) Design Criteria: 2012 International Building Code.Seismic Design Criteria:Category-D Sheet(s): S2.0 Detail(s): 7,10,11,12/S2.1; Precise Engineering Inc. Hood Canal Outfitters As-Built footing Revisions. .Location(s): Existing Foundation and Slab Retrofit Dowels within grids A-1.9/3.1-4.9 !Level(s)/Elevation(s): Foundation&Slab Elevation Corporate - 777 Chrysler Drive • Burlington, WA 98233 - Phone 360.755.1990 a Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,1012412018,#P195582,Page 1 of 4 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Observed contractor drilled holes, blew holes clean with compressed air, brushed holes,then blew holes clean again with compressed air and then installed rebar dowels per the Manufacturer's Printed Installation Instructions(MPII). Epoxy was completed by: Brian Chavez(No Certification On File) Substrate Conditions: Dry Concrete Temperature of Substrate: 50s F Age of Substrate:Over 21 days Type of Anchor(s): Rebar Anchor Dimension(s): (40) #4 Horiz. dowels x 30"@ 12"O.C. w/6"embedment; (42) #4 Horiz.dowels x 30"@ 18"O.C. w/6"embedment; (72)#4 Horiz.dowels x 18"@ 18"O.C.w. 6"embedment; (12) #5 Horiz.dowels @ Spaced Per Plan w/4 embedment; (4)#5 Horiz, dowels x @ 12"O.C. w/8" embedment. Notible Items Needing Registered Design Professional (RDP)Approval: 1.The details show the use of SIMPSON SET-XP EPDXY. Contractor is using Hilti HIT-RE 500 V3 in lieu of. To the best of my knowledge, all work was performed in conformance with the manufacturer's printed Installation instructions and project plans dated 02/07/2018. Images: Corporate - 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,1012412018,#P195582,Page 2 of 4 MTC Materials Testing & Consulting, Inc. } Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting 4"°+wos•c.+++"� ji ri£1l � Ill�liM� x UPLOADED: 10/24/2018 10:16:18 UPLOADED: 10/24/2018 10:16:19 zs S ,rE. 3' k �A 3 9%� UPLOADED: 10/24/2018 17:33:69 r UPLOADED: 10/24/2018 10:16:21 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,1012412018,*P195582,Page 3 of 4 ke A Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting "tlj+ I UPLOADED: 10/24/2018 17:34:15 REPORTED BY:Tim Macke/Ramona Nelson REVIEWED BY:Tim Macke,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.5 34.9 777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc net Hood Canal Ace-18S263,10124/2018,*P195582,Page 4 of 4 MTC Materials Testing & Consulting, Inc. ' Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting y'�+ua.iaa++"" Hood Canal Ace - 18S263 - Proprietary Anchors: Report #P203692 CLIENT Purvis Property Investments DATE 04/17/2019 PROJECT LOCATION 24151 Hwy 101 Hoodsport WA 98548 PERMIT #COM2018-00037 Inspection Information: Inspection Date: Time Onsite: 7:30 Weather Cloudy,50s F. 04/17/2019 AM Conditions: Inspection Performed: Proprietary Anchors Field Data: Base Material: ®Concrete ®Un-cracked ®Cracked Thickness in inches: nkown/ Specified Compressive Strength in psi: Un)ntawn Hole Data in inches: Depth: '6.5 Edge Distance: '12 End Distance: 'N/A®�j Diameter: /8 Spacing: 12 ®Clean O Drilled O Cored Mechanical Anchor Data: Type: : Length in inches: Diameter in inches: Torque(Ft.1bs.): ', ❑ Setting Tool Present Adhesive Anchor Data: Product Name: •Simpson Set XP-22 Batch#:11000021295 Location: I.9/2-0.1 Exp.Date/Shelf Life: 9/9/2020 --� Number of anchors:'75 ; Anchor Length in Inches: 2,30 Anchor Diameter in Inches: 1/2 ® Anchors installed in accordance with manufacturer's instructions,specifications,and corresponding evalution report(ER-2508) Reason for Inspection: ® ❑ Intentionally omitted during original placement Shown on plans or specs ❑ Re-inspection* ❑ Needs Engineer's review and acceptance* N Reinforcing Bar N Holes properly cleaned prior to epoxy installation Remarks: Sheets: S1.0, S2.0, S2.1 Details: General notes on S1.0,Foundation plan on S2.0, Detail#9 on S2.1 for Slab edge footing and log posts. Location:Grids A-I.9/2 -0.1 Elevation: See foundation plan Plans Dated: 2-7-18 MTC inspector on site as requested by contractor to perform structural observations,materials testing,and documentation 'of work performed at the above referenced project. i Upon arriving on site, MTC inspector met with the contractor (Bryan)with Christiensen Inc.Construction to go over the 'plans,specifications,and requirements for epoxy of reinforcing dowels. RIrk./EI V EDorporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila PR 2 4 29D 360.534.9777 360.647.6111 360.698.6787 206.241.1974 H "7 J Visit our website: www.mtc-inc.net 1315 VV. Alder Street Hood Canal Ace-18S263,0411712019,#P203692,Page 1 of 2 MTC Materials Testing & Consulting, Inc. ' rGeotechnical Engineering&Consulting•Special Inspection•Materials Testing•EmimnmentaI Consulting �° �r_o &c..� MTC was informed by contractor that the holes were drilled prior to MTC arrival. MTC inspector did observe the cleaning f the holes via wire brush and high pressure compressed air. MTC observed the placement of(22)12"30"length#4 bars for new Rolled edge footing within approximate gridlines A- I.9/2-0.1. Epoxy used was a Simpson Set XP as required. MTC observed the contractor install the epoxy and all thread bars.Contractor installed reinforcing bars with a clockwise twisting motion to ensure no air bubbles would pop epoxy out of the holes insuring full coverage. Reinforcing dowels were Bated to the base of the hole with at least a bead of 1/8"protruding out of the hole and around the reinforcing bar to show that the holes were filled to full capacity to ensure full coverage and adhesion to the reinforcing bar. All materials used and placed were done so in general conformance to the approved site plans,specifications,and per the manufacturers recommendations. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: Fi, ., .., r 1 q 1_ UPLOADED: 04/18/2019 09.51.27 Foundation i plan for locations UPLOADED: 04/18/2019 10:07:25 f F r, UPLOADED: 04/18/2019 10:07:26 UPLOADED: 04/18/2019 10:07:27 REPORTED BY:Jacob Talley REVIEWED BY:Tim Macke,Project Manager �:CENEDorporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 �\ tea/ Regional Offices: Olympia Bellingham Silverdale Tukwila ,PR 2 4 2019 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net 615 W. Alder Street Hood Canal Ace-185263,04/17/2019,#P203692,Page 2 of 2 erials Testing & Consulting, Inc. �,Tt technical Eneineerine • Special Inspection • Materials Testins • Environmental Consultine Client: Purvis Property Investments Date: October 25,2018 Address: PO Box 1339 Project: Hood Canal Ace Hoodsport,WA.98548 Project#: 18S263 Attn: Sample#: S18-2393 As requested MTC,Inc.has performed the following test(s)on the sample referenced above.The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below.The results obtained in our laboratory were as follows below or on the attached pages: Test(s)Performed: Test Results Test(s)Performed: Test Results X Sieve Analysis No Spec Sulfate Soundness X Proctor 137.5 @ 7.6% Bulk Density&Voids Sand Equivalent WSDOT Degradation Fracture Count LA Abrasion Moisture Content Specific Gravity,Coarse Specific Gravity,Fine Hydrometer Analysis Atterberg Limits If you have any questions concerning the test results,the procedures used,or if we can be of any further assistance please call on us at the number below. j. Respectfully Submitted, Frank J Pooler WABO Supervising Laboratory Technician Corporate—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6111 Silverdale—360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtc-inc.net Materials Testing & Consulting, Inc. WC Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting `"^• r...c,.a.+v` Sieve Report Project:Hood Canal Ace Date Received:23-Oct-18 ASTM D-2487 Unified Soils Classification System Project#: 18S263 Sampled By: SG GP-GM,Poorly graded Gravel with Silt and Sand Client:Purvis Property Investments Date Tested:24-Oct-18 Sample Color: Source: Existing Site Material Tested By:JE Brown ACCREDITED Sam le#:S18-2393 0..... ..�., • ASTM D-22K ASTM W2419'ASTM:D-4318,ASTM D-5621 D...=0.031 tutu %Gravel=45.3% Coeff of Curvature,Cc=0.81 Specifications Dt,o,=0.063 tutu %Sand=42.8% Coeff.of Unifornury,Cu=97.22 No Specs D,,=0.134 tnm %Silt 8 Clay= 11.9% Fineness Modulus=4,40 sample Meets Spas!N/A Dom,=0.560 min Liquid Limit=n/a Plastic Limit=n/a Dt,o,=3,529 nun Plamcity Index=n/a Moisture%,as sampled=6.3% D,.,=6.123 mm Sand Equivalem=n/a Req'd Sand Equivalent= Dtyo,=31.114 min Fracture%,1 Face=n/a Req'd Fracture%,1 Face= Dust Ratio= 3/7 Fracture%,2+Faces=n/a R 'd Fracture%.2�Faces= ASIM C- AS1M"13 - Actual Interpolated Cumulative Cumulative Sieve Size Percent Percent Spas Spa o s gve US Metric Passin PassingMax Min iao+.• iaoos 12,00" 300,00 100% 100.0% 0.0% 10.00" 250.00 100% 100.0% 0.0% i 9.00" 200.00 100•/s 100.0% 0.0% 10a 01 6.00" 150.00 100% 100,0% 0.0% I i 4.00" 100.00 100% 100.0% 0.0% i 3.00" 75,00 100% 100.0% 0.0% soa i 2.50" 63.00 100% 100.0% 0.0% i 2.00" 50.00 100% 100.0% 0.0% as I °a.oa 1.75" 45.00 100% 100% 100.0% DO% 1.50" 37.50 92% 92% 100.0•/ 0.01% i 1.25" 31.50 90% 90% 100.01% 0.0% iba 0` 1.00" 25.00 87% 87/e 100.01/6 0.0% $ i s 3/4" 19.00 82% 82°/. 100.0% 0.0% 5/9" 16.00 80% 80% 100.0% 00/6 12" 12.50 75% 75% 100.0% 0.0% 3/8" 9.50 70% 70% 100.0% 0.0% .aa 114" 6.30 61% 61% 100.0% 0.01% 44 4.75 55% 55% 100.0% 0.0% j #8 2.36 46% 100.0% 0.0% O1 410 2.00 44% 444% 100.0% 0.0% 916 1.19 38% 100.0% 0.0% 420 0.850 35% 35% 100,0% 0.0% 430 0.600 31% 100.0% 0.0% i i #40 0.425 28% 28% ]Do.0% 0.0% lots #50 0.300 23% 100.0% 0.0% #60 0.250 21% 21% 100.0% 0.0% #80 0.180 18% 18% IWO/s 0.0% iaoaoo i0000 i.000 nao onto oma� #100 0.150 16% 160/6 100.0% 0.0°/ #140 0.106 14% 100.0% 0,0% #170 0,090 13% 100.01/6 0.0% 4200 0.075 11,9% 11.9% WON. 0.0% u•+r� --- s� ---�^+•� �»+•� Fn ar�is.w.rs escoar ,w�d•.rpr mrmmauou..wmn.�w�.a..".mw pu.mmmar.a.wus ea�.wa.a.sm...emm.n.-.^, oYp�rof°Lew.�a anw.�tawdmm.ra..°.+..�wWm..°...vw5®orte=�.e��ww.�war�e�w,mav�•r Comments: Reviewed by: Corporate-777 Chrysler Drive Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia-360.534.9777 Bellingham-360.647.6111 Silverdale-360.698.6787 Tukwila-206.241.1974 Visit our website:www.mtc-inc.net Materials Testing & Consulting, Inc. MTY Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting feleryk C!M••jOE' Proctor Report Project:Hood Canal Ace Date Received: 23-Oct-18 Unified Soils Classification System,ASTM D-2487 ASTM C-136 Project#: 18S263 Sampled By: SG GP-GM,Poorly graded Gravel with Silt and Sand Sieve Size Percent Specifications Client:Purvis Property Investments Date Tested:24-Oct-18 Sample Color US mm Passing Ma: Min Source:Existing Site Material Tested By:JE Brown 12.00" 300.00 100.0% 0.0% Sam a#: S 18-2393 10.00" 250.00 100.0% 0.0% Sample Prepared: Moist:X Manual: 8.00" 200.00 100.0% 0.0% Dry: Mechanical:X 6.00" 150.00 100.0% 0.0% Test Standard: ASTM D698: AASHTO T 99: Method 4.00" 100.00 100.0% 0.0% ASTM D 1557:X AASHTO T 180: C 3.00" 75.00 100.0% 0.0% Assumed Sp.Gr. Point Percent Dry Uncorrected Proctor Value 2.50" 63.00 100.0% 0.0% 2.70 Number Moisture Density Max.Dry Density Optimum Moist2.00" 50.00 100.0% 0.0% 1 5.7% 126.8 132.3 Ibs/ft' 9.1% 1.75" 45.00 100% 100.0% 0.0% 7.8% 130.1 1.50" 37.50 92% 100.0% 0.0% 3 9.7% 133.4 Value w/Oversize Correction Applied 1.25" 31.50 90% 100.0% 0.0% 4 11.8% 128.1 Max.Dry Density Optimum Moist 1.00" 25.00 87% 100.0% 0.0% ACCREDITED 137.5 Ibs/fe 7.6% 3/4" 19.00 82% 100.0% 0.0% "" `"""' ""•""` 5/8" 16.00 80% 100.0% 0.0% 1/2" 12.50 75% 100.0% 0.0% Moisture Densiry Relationship 3/8" 9.50 70% 100.0% 0.0 1i02 Air voids 1/4" 6.30 61% 100.0% 0.0 #4 4.75 55% 100.0% 0.0% M3.0 #8 2.36 100.0% 0.0% #10 2.00 44% 100.0% 0.0% 131.8 #16 1.18 100.0% 0.0 F= #20 0.850 35% 100.0% 0.0% #30 0.600 100.0% 0.0%1S9° \ #40 0.425 28% 100.0% 0.0% #50 0.300 100.0% 0.0% 27'0 #60 0.250 21% 100.0% 0.0% #80 0.180 18% 100.0% 0.0% 1:so L #100 0.150 16% 100.0% 0.0% s% 6% ]% a% 9% 1^ 11% 12% 13% #140 0.106 100.0% 0.0 Percent Moisture #170 0.090 100.0% 0.0% • "`n` '"'�`�"�` -�`� #200 0.075 11.9% 100.0% 0.0% ASTM D-4718,Misc.Oversize Correction Values Specs: No Specs Meets Specs?N/A %OversizeMat'L 18°" %Gravel:45.3% cc:0.81 Dt10I:0.063 Oversize Corrected Optimum %Sand:42.8% Cu:97.22 Dool:0.560 Retained Density Moisture %Silt&Clay. 11.9% FM:4.40 Dt6ol:6.123 5% 133.7 8.7% 10% 135.2 8.2% LL:n/a PL:n/a PI:n/a 15% 136.7 7.8% 20% 138.2 7.4% Sand Equivalent n/a Req'd Sand Equivalent: 25% 139.8 6.9% 30% 141.4 6.5% Fracture%,1 Face:n/a Req'd Fracture%,1 Face: non s ,��«me k "�:s>a,vs w 9x Fracture%.2-Faces: n/a Req'd Fracture% 2+Faces .w�n..99N"on m.cwv�oc."m.w m.aw.mnca .a.�.��m�w came.me wnr."a�,d.�.°..�ss�dbn"nm.me crosamw Pwmy"rumn.."a.�mc.Y.nw r wnau�m orma�m�wcwvmc m e,m.cn r�a re�vem,w,.rnm>�:��a��.m"s Comments: Reviewed by: Corporate-777 Chrysler Drive Burlington,WA 98233 • Phone(360)755-19" • Fax(360)755-1980 Regional Offices: Olympia-360.534.9777 Bellingham--360,647.6111 Silverdale-360.698.6797 Tukwila-206.241.1974 Visit our website:www.n7tc-inc.net Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting zk MTC was informed by contractor that the holes were drilled prior to MTC arrival. MTC inspector did observe the cleaning f the holes via wire brush and high pressure compressed air. MTC observed the placement of(22) 12"length#4 bars for new Rolled edge footing within approximate gridlines A-I.9/ 2-0.1. Epoxy used was a Simpson Set XP as required. C observed the contractor install the epoxy and all thread bars.Contractor installed reinforcing bars with a clockwise twisting motion to ensure no air bubbles would pop epoxy out of the holes insuring full coverage. Reinforcing dowels were seated to the base of the hole with at least a bead of 1/8"protruding out of the hole and around the reinforcing bar to show that the holes were filled to full capacity to ensure full coverage and adhesion to the reinforcing bar. All materials used and placed were done so in general conformance to the approved site plans,specifications,and per the manufacturers recommendations. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: -------------- 'l+tEU?F+PItW�3sl ibu►. UPLOADED: 04/04/2019 09:59:45 Rolled edge UPLOADED: 04/04/2019 10:00:12 Foundation plan footing detail for locations ry • ', 4. yak r # N i'-w t ' rt ..:. _.,... Z UPLOADED: 04/04/2019 10:00:44 Epoxy used UPLOADED: 04/04/2019 10:01:14 Holes Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,0410412019,#P202949,Page 2 of 3 ITC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting 4� �C��C '��t Tt ACT CT�t�"?itSCRS cT Vw- itr�•r UPLOADED: 04/04/2019 10:01:41 Reinforcing bar UPLOADED: 04/04/2019 10:02:37 Brushing holes length UPLOADED: 04/04/2019 10:03:05 Blowing holes UPLOADED: 04/04/2019 10:03:34 Epoxying holes with compressed air �y M` UPLOADED: 04/04/2019 10:04:02 Finished product REPORTED BY:Sam Hyatt Jr. REVIEWED BY:Tim Macke,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,0410412019,#P202949,Page 3 of 3 Materials Testing & Consulting, Inc. NITC h Geotechnical Eneineerine - SDecial Inspection - Materials Testine • Environmental Consul[ine Client: Purvis Property Investments Date: April 20,2019 Address: PO Box 1339 Project: 18S263 Hoodsport,WA.98548 Project#: Hood Canal Ace Attn: Sample#: S19-0720 As requested MTC,Inc.has performed the following test(s)on the sample referenced above.The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below.The results obtained in our laboratory were as follows below or on the attached pages: Test(s)Performed: i Test Results Test(s)Performed: Test Results X Sieve Analysis i PASS for CSTC Sulfate Soundness X Proctor 134.9 7.1% Bulk Density&Voids Sand Equivalent WSDOT Degradation Fracture Count LA Abrasion Moisture Content Specific Gravity,Coarse Specific Gravity,Fine Hydrometer Analysis Atterberg Limits s If you have any questions concerning the test results,the procedures used,or if we can be of any further assistance please call on us at the number below. Respectfully Submitted, Frank J Pooler WABO Supervising Laboratory Technician RECEIVED APR 2 4 2019 (315 W. Alder Street Corporate—777 Chrysler Drive • Burlington,WA 98233 - Phone(360)755-1990 - Fax(360)755-1980 Regional Offices: Olympia—360.534.9777 Bellingham—360.647.6111 Silverdale—360.698.6787 Tukwila—206.241.1974 Visit our website:www.mtc-inc.net R1TC Materials Testing & Consulting, Inc. Geotechnical Engineering ° Special Inspection ° Materials Testing • Environmental Consulting 2/2 112 0 1 9 Sieve Report Project:Hood Canal Ace Date Received: 19-Apr-19 ASTM D-2487 Unified Soils Classification System Project#: ISS263 Sampled By:JT GW-GC,Well-graded Gravel with Silty Clay and Sand,Crush* Client:Purvis Property Investments Date Tested:20-Apr-19 Sample Color. Source:Miles-Shelton Tested By:JE Gray ACCREDITED « Sam le#: S19-0720 � ASTM D-2216,ASTNI D-2419,ASTNI D-4318,ASTNI D-5821 D*,1=0.073 mm %Gavel=52.4% Coeff of Curvature,Cc= 1,86 Specifications Due)=0.493 nun %Sand=42.5% Coe9:of Uniformity,C„=13.41 2018 WSDOT 9-03.9(3)Crushed Surfacing Top Course Dust-0,950 mm %Sdt&Clay=5.1% Fineness Modulus=5.01 Sample Meets Specs'Yes Drsot=2.465 mm Liquid brut=n/a Plastic Limit=n/a Dtso,=5.109 ram Plasticity Index=n/a Moisture%,as sampled=3.8% DrN,=6.614 X Sand Equivalent=n/a Req'd Sand Equivalent= D*o„1=11.340 mm Fracture%,1 Face=n'a Req'd Fracture%,1 Face= Dust Ratio= `o Fracture 2!Fn- =n Req'd Fracture 2-1°aces- ASTM C-136,ASTM D-6913 Actual lnlorpolatcd c,om:a°o¢mo„no� _ Cumulative Cumulative Sieve Size Percent Percent Specs Specs - gvrt US metric PassingPassingMax Min b h x`-Xax "':14 cos 12.00" 300.00 100% 10.00" 250.00 100 8.00" 200.00 100% oo.oE 6.00" 150.00 100% 4.00" 100.00 I001/. 3.00" 75.00 100% 2.50" 63.00 100% 1 2.00" 50.00 100% m.o.. 1.75" 45.00 100% 1.50" 37.50 100% 1.25" 31.50 100% °tls 10Pb 1.00" 25.00 100% 3/4" 19.00 100% 100% 100.0% 99.0% saw K 5/8" 16.00 100% 100% i !� 1/2" 12.50 961/6 96% 100.0% 80.0 3/8" 9.50 80% 80% 114" 6.30 58% 58% j #4 4.75 48% 48% 66.0% 46.09e #8 2.36 291/6 30s 3p0a I #10 2.00 26% 26% #16 1.18 17% so,g #20 0.850 14% 14% 430 0.600 I1% #40 0.425 9% 9% 24.0% 8.0% io.oa #50 0.300 8% #60 0.250 71/6 7% #80 0.180 7% 71/o is o.aoa iooro i.000 a.iao o.olo aooa� #100 0.150 6% 6% 0140 0.106 6% PeXgeS°° #170 0.090 5% #200 0.075 5.1% 5A% 10.0% 0.0% :.K:e« ---,.oa,.« ---u s,«, --s".•,.,�., C iieN Fnei�rineGTaMinlSmioo P5.1996-98 UIr=uln"pply wJ,bwtwllmtiow wd m�cria4*a iA,emuwJ pdMim t°elimu,J,e puMr.d owul,'a.ell rcyort,ve wbmitleluiAe�Jw4V POPa7'of<Iiw.,vnJwWaizYimfor puMi.nion of a�atvnm4.emeluviwu ae�y.t,6,mo-«e+ryne„urrr..e i,m,eneJ�nJinB,vr„n�irn"�m.:J. Comments: This material meets the requirements for capillary break material as stated on page 13 in MTC's geo report dated 11/05/2017. Reviewed by: RECEIVE® APR 2 4 2019 (315 W. Alder Street Corporate-777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia-360.534.9777 Bellingham--360.647.6111 Silverdale-360.698.6787 Tukwila-206.241.1974 Visit our website:www.mtc-inc.net Materials Testing & Consulting, Inc. MTC • Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Proctor Report Project:Hood Canal Ace Date Received: 19-Apr-19 Unified Soils Classification System,ASTM D-2487 ASTM C-136 Project#: 18S263 Sampled By:JT GW-GC,Well-graded Gravel with Silty Clay and Sand,Crushed Sieve Size Percent Specifications Client:Purvis Property Investments Date Tested:20-Apr-19 Sample Color US mm Passing Max Min Source: files Shelton Tested By:JE Gray 12.00" 300.00 Sam le#: S19-0720 10.00" 250.00 Sample Prepared: Moist:X Manual: 8.00" 200.00 Dry: Mechanical:X 6.00" 150.00 Test Standard: ASTM D698: AASHTO T 99: Method 4.00" 100.00 ASTM D 1557:X AASHTO T 180: C 3.00" 75.00 Assumed tip.Gr. Point Percent Dry Uncorrected Proctor Value 1 1,50" 63,00 (o Number Moisture Density Max.Dry Density Optimum Mois 2.00" 50.00 1 3.6% 129.4 134.9 Ibs/fe 7.1% 1.75" 45.00 2 5.6% 132.5 1.50" 37.50 3 7.7% 136.1 Value w/Oversize Correction Applied 1.25" 31.50 4 9.6% 131.3 Max.Dry Density Optimum Moist 1.00" 25.00 ACCREDITED 3/4" 19.00 100% 100.0% 99.0 5/8" 16.00 100% 1/2" 12.50 96% 100.0% 80.0 Moisture Density Relationship 3/8" 9.50 80% 1/4" 6.30 58% l20.0 #4 4.75 48% 66.0% 46.01. • #8 2.36 lxo 910 2.00 26% r #16 1.18 132.0 • #20 0.850 14% ° 430 0.600 c 31.e 940 0.425 9% 24.0% 8.0 90 #50 0.300 ave • #60 0.250 7% #80 0,180 7% line #100 0.150 6% 2% 2% 4% 5% 6% 7% 9% fx lox 11% 12% 13% #140 0.106 Percent Moisture #170 0.090 • -zaa awoe` -`W`r #200 0.075 5.1% 10.0% 0.0 ASTM D4718,Misc.Oversize Correction Values Specs:2018 WSDOT 9-03.9(3)Crushed Surfacing Top Course Meets Specs?Yes %Oversize Mat'l:0' - %Gravel:52.4% Cc: 1.86 Dt101:0.493 "oOversize Corrected Optimum %Sand:42.5% Cu: 13.41 Doot:2.465 Retained Density Moisture %Silt&Clay:5.1% FM:5.01 D(6o):6.614 5% 136.1 6.7% 10% 137.4 6.4% LL:n/a PL:n/a PI:n/a 15% 138.7 6.1% 20% 140.1 5.8% Sand Equivalent:n/a Req'd Sand Equivalent: 25% 141.4 5.4% 30% 142.8 5.1% Fracture%,1 Face:n/a Req d Fracture%,I Face: c ,,i,bt s �a,m m h Tahn Services PS.19 98 Fracture% 2+Faces:n/a Re 'd Fracture%2+Faces: .all reshsapplymlytoacmdl.bmsandmet.,g,WIW Asemulual prolMion to etienh,tlw public end ourselaes.ell reportsuc subminad as lh.intiJatlixlgopcnyofcliaits.enJ authorlretxmfor giblivetiaofslnlmrsls,nnclu.ini.ore.�tracls frrnna rgardinp our rvq.rtsisrc.crvcJ p.Wine.nn..rinu app o al. Comments: Reviewed by: R,LCLIVL© APR 2 4 20143, 615 W. AiQer Street Corporate-777 Chrysler Drive Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 Regional Offices: Olympia-360.534.9777 Bellingham-360.647.6111 Silverdale-360.698.6787 Tukwila-206.241.1974 Visit our website:www.mtc4nc.net MTC —Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting ac++�r` Hood Canal Ace - 18S263 - IPD-Soil Compaction: Report #D203834 CLIENT Purvis Property Investments DATE 04/19/2019 PROJECT LOCATION 24151 Hwy 101 Hoodsport WA 98548 PERMIT#COM2018-00037 Inspection Information: Inspection Date: Weather Time Onsite: 10:30 Light over cast,40s F. 04/19/2019 Conditions: Inspection Performed: IPD-Soil Compaction Field Data: Work/Location: GL 1-5/B-H Gauge Standard MS: 616 Equipment ID&Serial#: Troxler 3430E,Ser.#19148 Gauge Standard DS: 1711 Test Samples: Optimum Moisture and Oversize Rock Proctor Value(pcf): Sample#:Description: Correction: 1.518-2393 P-GM,Poorly graded Gravel with Silt and j 137.5 .6%, 18%Oversize Sand TEST METHOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd. # Depth Dens. # �� e_.. 1 6 Sidewalk 122.9 _ 117.4i 4.7 f 1 85.4 95 2 6 Sidewalk _�� 129.6 118 �9.8 �1 85.8 95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: Both shots taken were below 95%considerably.Proctor was taken on new 5/8s minus material provided by miles.Used recommended 135 Proctor for shots taken on site.Results pending Proctor test from lab. Re-Inspection was performed on 04/22/19.Reference MTC Report#D203845 for passing results. C �J Work in progress.Additional inspection needed. Ima es: �u�L� APR 2 4 2019 C 15 W.Ald-er Street Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 a Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net i Hood Canal Ace-18S263,0411912019,#D203834,Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental ConsultingrmRac.+++'"� Hood Canal Ace - 18S263 - IPD-Sail Compaction: Report #D195530 CLIENT Purvis Property Investments DATE 10/23/2018 PROJECT LOCATION 24151 Hwy 101 Hoodsport WA 98548 PERMIT #COM2018-00037 Inspection Information: Inspection Date: Time Onsite: 8:15 Weather ;Light over cast,40s*F. 1 012 3/2 0 1 8 am Conditions: Inspection Performed: IPD-Soil Compaction_. __.__ Field Data: Work/Location: GL 1-5B-H Gauge Standard MS: 108850 Equipment ID&Serial#: CPN MC-1,Ser.#MD60108185 Gauge Standard DS: 35267 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: �. GP-GM,Poorly graded Gravel with Silt and � � 1.�518 2393 ;Sand 137.5 °;7.6%, 18°,b Oversize TEST METHOD a ASTM D-1557/AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. wet Dry Dens. Moist% Sample %Comp. %Regd. # 1 6" Grid 4 5[H,_..,._._ 1FSG 1i 144 8 131.9 9.8 1 95 1 95 2 6" IGrid 2/F i€ FSG 11 143 4 132.5 8.2 ' 1 96.4 95 3 6" iGrid 3/B.8 FSG 1 145.5 133.2 i 9.2 j`�-1=� 9�9 1 95 ® Native Soils Soils consistent with Proctor O Yes O No O Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC inspector on site, as requested,to conduct in-place density testing of native material. MTC representative removed approximately 6-12 inches of crushed rock material to conduct compaction testing of subgrade,at the request of contractor. Results of field density tests are pending sieve and proctor analysis Refer to results below. Sample was collected from a trench located on site and transported to MTC's Olympia lab for proctor and sieve analysis to be used for future reference. MTC assumes that the GER for the project will review this report and its findings. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 a Phone 360.755.1990 a Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mte-inc.net Hood Canal Ace-18S263,1012312018,#D195530,Page 1 of 2 4 QLix MTC TWIW Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting Special Inspection.Materials Testing•Environmental Consulting w k' �es UPLOADED: 10/23/2018 15:21:01 UPLOADED: 10/23/2018 15:21:36 REPORTED BY: Santiago Gonzalez REVIEWED BY:Tim Macke,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990• Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc net Hood Canal Ace-18S263,1012312018,*D195530,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �'uKur.r�i co.�s1 W Hood Canal Ace - 18S263 - Field Report: Visual Soil Inspection: Report #F202950 CLIENT Purvis Property Investments DATE 04/04/2019 PROJECT LOCATION 24151 Hwy 101 Hoodsport WA 98548 PERMIT#COM2018-00037 Inspection Information: Inspection Date: Time Onsite: 08:30 Weather �^ Sunny.60s F. 04/04/2019 am Conditions: Inspection Performed: Visual Soil Inspection Report Profile: N Needs Engineer's Approval Comments: MTC inspector on site as requested by contractor to perform structural observations,material testing,and documentation of work performed at the above referenced project. Upon arriving on site,MTC inspector met with the contractor(Bryan with Christensen Inc.Construction),to go over the plans,specifications,and requirements for testing of subgrade for new Log Post column footings within approximate gridlines A-I.9/2-0.1. Materials to be tested were a native scarified material,scraped to Subgrade elevation for new log post footings,and reported by contractor to have been hit with a Jumping jack for leveling only. No fill was performed. Contractor did put approximately 1/2"to 1"of 1/4"CSTC for leveling in a few of the 16 total footings,the remainder were Native materials. Due to the scarified and unfilled nature of the native materials,the thinness of the CSTC placed,and the small 27"x 27" formed areas to be tested for the new log post footings,MTC was unable to perform in place densities via the Nuclear method. MTC performed a Visual Soils Inspection on the materials place within the above referenced locations via a standard 1/2" diameter T-probe. Upon testing the(16)total log post footings via a standard 1/2"diameter T-probe,MTC inspector found there to be between 1/2"and 1"penetration throughout the entirety of all the log post footing subgrades tested within the location/ gridlines referenced above. The materials used are in a FIRM and UNYIELDING condition,and is suitable for the purpose of its use. :This report should be reviewed and accepted by the GeoTech of record and the Engineer of record. Images: RECEIVED APR 0 6 2019 615 W. Alder Street Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,0410412019,#F202950,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting acr++'•°` n 3 . yy f l;Y_0.-`D D: 04/04/2019 10:23:37 UPLOADED: 04/04/2019 10:25:1 1 . a , a Y�Ey�� UPLOADED: 04/04/2019 10:25:51 UPLOADED: 04/04/2019 10 28:02� UPLOADED: 04/04/2019 10:28:20 REPORTED BY: Sam Hyatt Jr. REVIEWED BY:Tim Macke, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mte-inc.net Hood Canal Ace-18S263,0410412019,#F202950,Page 2 of 2 � MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting +x�riac. � Hood Canal Ace - 185263 - Proprietary Anchors: Report #P195582 CLIENT Purvis Property Investments DATE 10/24/2018 PROJECT LOCATION 24151 Hwy 101 Hoodsport WA 98548 PERMIT#COM2018-00037 Inspection Information: Inspection Date: Time Onsite: 08:00 Weather Costly Cloudy, 50s F. 10/24/2018 AM Conditions: Inspection Performed: Proprietary Anchors Field Data: Base Material: ®Concrete ®Un-cracked Thickness in inches: N/A Specified Compressive Strength in psi::Unknown Hole Data in inches: Edg Depth: ;4,6,8 j Distant ee k End Distance: /A Diameter: 0:755' Spacing 12, 18 0 Clean 0 Drilled O Cored Mechanical Anchor Data: Type: Length in inches: Diameter in inches: Torque(Ft.lbs.): = 0 Setting Tool Present Adhesive Anchor Data: _ Product Name: Milti Hrf-RE 500 V3 Batch#:[2259 13 L3 Location:1SEE BELOW Exp.Date/Shelf Life:U8/2019 Number of anchors:= Anchor Length in Inches:[ Anchor Diameter in Inches: 0 Anchors installed in accordance with manufacturer's instructions,specifications,and corresponding evalution report(ER-3814) Reason for Inspection: RECEIVED ®Shown on plans or specs 0 Intentionally omitted during original placement D Re-inspection* 0 Needs Engineer's review and acceptance* BAN 2 2 2020 0 Reinforcing Bar N Holes properly cleaned prior to epoxy installation Remarks: 615 W. Alder Street PROPRIETARY ANCHORS: EPDXY(Continuous Inspection) Design Criteria: 2012 International Building Code. Seismic Design Criteria: Category-D Sheet(s): S2.0 Detail(s): 7,10,11,12/S2.1; Precise Engineering Inc. Hood Canal Outfitters As-Built footing Revisions. Location(s): Existing Foundation and Slab Retrofit Dowels within grids A-1.9/3.1-4.9 i !Level(s)/Elevation(s): Foundation&Slab Elevation Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,101242018,#P195582,Page 1 of 4 WC 'a Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting a Special Inspection a Materials Testing a Environmental Consulting ,Qi��+arya :Observed contractor drilled holes, blew holes clean with compressed air,brushed holes,then blew holes clean again with compressed air and then installed rebar dowels per the Manufacturer's Printed Installation Instructions(MP10. ;Epoxy was completed by: Brian Chavez(No Certification On File) Substrate Conditions: Dry Concrete Temperature of Substrate: 50s F Age of Substrate: Over 21 days ype of Anchor(s): Rebar Anchor Dimension(s): (40)#4 Horiz,dowels x 30"@ 12"O.C.w/6"embedment; (42)#4 Horiz.dowels x 30"@ 18"O.C. w/6"embedment; (72) #4 Horiz,dowels x 18"@ 18"O.C.w. 6"embedment; (12)#5 Horiz.dowels @ Spaced Per Plan w/4" embedment; (4)#5 Horiz.dowels x @ 12"O.C.w/8"embedment. Approved as installed Harold Hahnenkratt Notible Items Needing Registered Design Professional (RDP)Approval: Precise Engineering Inc 1/23/2020 1.The details show the use of SIMPSON SET-XP EPDXY. Contractor is using Hilt! HIT-RE 500 V3 in lieu of. To the best of my knowledge, all work was performed in conformance with the manufacturer's printed Installation instructions and project plans dated 02/07/2018. Images: Corporate • 777 Chrysler Drive a Burlington, WA 98233 a Phone 360.755.1990 a Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,1012412018,#P195582,Page 2 of 4 NITC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting.Special Inspection a Materials Testing•Environmental Consulting _.. au t� 00 4 UPLOADED: 10/24/2018 10:16:18 UPLOADED: 10/24/2018 10:16:19 ti UPLOADED: 10/24/2018 17:33:59 UPLOADED: 10/24/2018 10:16:21 Corporate a 777 Chrysler Drive a Burlington, WA 98233 a Phone 360.755.1990 a Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360-647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,1012412018,*P195582,Page 3 of 4 MTC ' Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection.Materials Testing•Environmental Consulting ��+�ao.■+�� i •a r�• Now 4000000 } UPLOADED: 10/24/2018 17:34:15 REPORTED BY:Tim Macke/Ramona Nelson REVIEWED BY:Tim Macke,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,10)24/2018,8P195582,Page 4 of 4 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting.Special Inspection•Materials Testing•Environmental Consulting ++arsaar` Hood Canal Ace - 18S263 - Field Report: Visual Soil Inspection: Report #F202950 CLIENT Purvis Property Investments DATE 04/04/2019 PROJECT LOCATION 24151 Hwy 101 Hoodsport WA 98548 PERMIT #COM2018-00037 Inspection Information: Inspection Date: Time Onsite: 08:30 Weather Sunny.60s F. 04/04/2019 am Conditions: Inspection Performed: Visual Soil Inspection Report Profile: M Needs Engineer's Approval Comments: MTC inspector on site as requested by contractor to perform structural observations,material testing, and documentation of work performed at the above referenced project. Upon arriving on site,MTC inspector met with the contractor(Bryan with Christensen Inc.Construction),to go over the plans,specifications,and requirements for testing of subgrade for new Log Post column footings within approximate gridlines A-I.9/2-0.1. Materials to be tested were a native scarified material,scraped to Subgrade elevation for new log post footings,and reported by contractor to have been hit with a Jumping jack for leveling only. No fill was performed. Contractor did put approximately 1/2"to 1"of 1/4"CSTC for leveling in a few of the 16 total footings,the remainder were Native materials. Due to the scarified and unfilled nature of the native materials,the thinness of the CSTC placed,and the small 27"x 27" formed areas to be tested for the new log post footings,MTC was unable to perform in place densities via the Nuclear method. MTC performed a Visual Soils Inspection on the materials place within the above referenced locations via a standard 1/2" diameter T-probe. Upon testing the(16)total log post footings via a standard 1/2"diameter T-probe,MTC inspector found there to be between 1/2"and 1"penetration throughout the entirety of all the log post footing subgrades tested within the location/ gridlines referenced above. The materials used are in a FIRM and UNYIELDING condition,and is suitable for the purpose of its use. This report should be reviewed and accepted by the GeoTech of record and the Engineer of record. Images: Approved as built Harold Hahnenkratt Precise Engineering Inc 1/23/2020 RECEIVED JAN 2 2 2020 615 W. Alder Street Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,0410412019,#1202950,Page 1 of 2 MTC A Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting i w S. Amin- 0 1 ED: 04/04/2019 10:23:37 UPLOADED: 04/04/201:) 10:25:14 4 n x +� p ti a� ^A -a UPLOADED: 04/04/2019 10:25:51 UPLOADED: 04/04/2019 10:2`1:O2 1,. ..-, „ rf. r0 Y a l UPLOADED: 04/04/2019 10:28:20 REPORTED BY: Sam Hyatt Jr. REVIEWED BY:Tim Macke,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,0410412019,*F202950,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Hood Canal Ace - 185263 - Proprietary Anchors: Report #P195582 CLIENT Purvis Property Investments DATE 10/24/2018 PROJECT LOCATION 24151 Hwy 101 Hoodsport WA 98548 PERMIT #COM2018-00037 Inspection Information: Inspection Date: Time Onsite: 08:00 Weather Mostly Cloudy, 50s F. 10/24/2018 AM Conditions: Inspection Performed: Proprietary Anchors Field Data: Base Material: 10 Concrete ®Un-cracked Thickness in inches: N/A Specified Compressive Strength in psi: Unitnown Hole Data in inches: Depth: 4,6,8 Edge 4 End Distance: N/A Diameter 625, Spacing: 12,18 Distance: 0.75 ®Clean O Drilled O Cored Mechanical Anchor Data: Type: Length in inches: 0 Diameter in inches: 0 Torque(Ft.lbs.): ❑ Setting Tool Present Adhesive Anchor Data: Product Name: iHiltt HIT-m__RE 500 V3 Batch#:2259 13 L3 __ Location: SEE BELOW Exp.Date/Shelf Life:b8/2019 Number of anchors:1,7D Anchor Length in Inches f Anchor Diameter in Inches:s ® Anchors installed in accordance with manufacturer's instructions,specifications,and corresponding evalution report(ER-3814) Reason for Inspection: ®Shown on plans or specs ❑ Intentionally omitted during original placement ❑ Re-inspection* ❑ Needs Engineer's review and acceptance* N Reinforcing Bar ®Holes properly cleaned prior to epoxy installation Remarks: :PROPRIETARY ANCHORS: EPDXY(Continuous Inspection) i RECEIVED �Design Criteria: 2012 International Building Code. Seismic Design Criteria:Category-D JA N 2 2 2020 5heet(s): S2.0 615 W. Alder Stre t 'Detail(s): 7,10,11,12/S2.1; Precise Engineering Inc. Hood Canal Outfitters As-Built footing Revisions. !Location(s): Existing Foundation and Slab Retrofit Dowels within grids A-1.9/3.1-4.9 !Level(s)/Elevation(s): Foundation&Slab Elevation Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-I8S263,10/24/2018,#P195582,Page 1 of 4 WC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting.Special Inspection•Materials Testing.Environmental Consulting �'K�ae..r'► ;Observed contractor drilled holes, blew holes clean with compressed air,brushed holes,then blew holes clean again with 'compressed air and then installed rebar dowels per the Manufacturer's Printed Installation Instructions(MPII). Epoxy was completed by: Brian Chavez(No Certification On File) Substrate Conditions: Dry Concrete emperature of Substrate: 50s F Age of Substrate:Over 21 days Type of Anchor(s): Rebar i ;Anchor Dimension(s): (40)#4 Horiz.dowels x 30"@ 12"O.C.w/6"embedment; (42)#4 Horiz.dowels x 30'@ 18"O.C. w/6"embedment; (72) #4 Horiz.dowels x 18"@ 18"O.C.w.6" embedment; (12)#5 Horiz.dowels @ Spaced Per Plan w/4" embedment; (4)#5 Horiz.dowels x @ 12"O.C.w/8"embedment. Approved as installed Harold Hahnenkratt Notible Items Needing Registered Design Professional (RDP)Approval: Precise Engineering Inc 1/23/2020 1.The details show the use of SIMPSON SET-XP EPDXY. Contractor is using Hilti HIT-RE 500 V3 in lieu of. o the best of my knowledge, all work was performed in conformance with the manufacturer's printed Installation instructions and project plans dated 02/07/2018. Images: Corporate - 777 Chrysler Drive • Burlington, WA 98233 - Phone 360.755.1990 - Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,10/2412018,#P195582,Page 2 of 4 ArfC Materials Testing & Consulting, Inc. C.eotechnical Engineering&Consulting•Special Inspection.Materials Testing.Environmental Consulting 1 r . UPLOADED: 10/24/2018 10:16:18 UPLOADED: 10/24/2018 10:16:19 F i r " 2M��l��t a Gdii i WO )1 UPLOADED: 10/24/2018 17:33:59 UPLOADED: 10/24/2018 10:16:21 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,1012412018,*P195582,Page 3 of 4 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection.Materials Testing.Environmental Consulting �rraryair.�'a� UPLOADED: 10/24/2018 17:34:15 REPORTED BY:Tim Macke/Ramona Nelson REVIEWED BY:Tim Macke,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,10/2412018,*P195582,Page 4 of 4 a WD Y Structural - Civil Engineers STRUCTURAL CALCULATIONS FOR ACE HARDWARE DISPLAY SHELVING & RACK ANCHORAGE HOODSPORT, WASHINGTON AUGUST 14, 2019 Oq� :pp W ASIi f ��iz/irlig 56656 4 w� `�sjCNALC� 0 WDY roject#19165 DESIGN PARAMETERS: 2015 International Building Code RMI/ANSI MH16.1-2008 LOADING SEISMIC MAPPED RESPONSE ....................... Ss= 1.442; S1 = 0.600 SITE CLASS ....................................... D IMPORTANCE ................................... IE= 1.00 CONTENTS: LOADING .............................................. G-1 to G-4 DISPLAY ANCHORAGE .......................... AN-1 to AN-16 RACK ANCHORAGE ................................ RK-1 to RK-4 ANCHORAGE DETAILS ........................... S-1 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •www.wdyi.com PERMIITEDANCHDP g1A3gtiTD]ION >,.DY EI..ANDKIN,NCIgRg W D Y i �,rIFTSFECiM�.AgE„YEN, DFWAI PDwER. �® ,DKw„ } SMPBON STRONG DOLT. .\\� FESViI WSPECTgN REP!'.PEU iNs..w�+Y��M+PL�r iw : ..R'lDi,IDMO tlm N] 1 � LOt(RSNELNNG BaSf '. `4l is 1 QaOc MSTAii.APING �.. :: BPACKETS AT.p•:Ip' : FPOY BABE BRAf,,�TS ... � TOYfA D WTERIIXI6 . O . , '"� MdY4YM6NP10 E � � M f .. ... ANCNDRMI!TlYHD' I i��i ..- w....P / onenuwDNra wzEaoc,x.e cACN uvEuw.w�-- ✓ :, R+"�. r n6..t.ArswaLenFYa,I •� AND PAs�PaFa¢Ts -j .- _— gas.—•-..r-r-^-%,'..$' AM�Np Rw , N-V1 TEYPEDIHIT � i�kJWICOIC � � a �A� R �� 23, � �W � ��UTALtts• DISPLAY SHELVINGANCHORAGE DETAIL S1 t-,c•nv �w+u YDurrt ePACKET ;, -... srrunRACTwER DQ,MDPPMK a y�, Y.'94 AKDnrtNM,zvTov � rN..ww LOAoaavM`D , ,u NYPsoxgro nng DfIMVFR rAxooLA :�` � ...•"«•••-• � ° nrxFgaACE Ar eNeTr xaeMS EA eRN:,rtT ' To— aocKMp .ra BABE NIpgPBNOTRGIXNPEOe MMEaE u..RgNn ATTADNED HOOD CANAL T�trTDawmra GROCERY ACEHARDWARE 1. DISPLAYANCHOR PLAN DISPLAY ANCHORAGE npsr coNc mia - ..._._ ......... .......................................... 24151 us tot _ Hoodspon,WA 9654E ._ ; srtttKTUP.N NDTFg I.All NOEK 9HAu BE W f-OWl1AMCE WrtH TNf]pt9 EORgN O..iNE iNTFRMTbNA18UKOING WDE IYCI- ...... ].CONTRACTOR TDFRiGVERfY ALl EK4rINDMO *NE S%E TO CO8 MCMOAwCNORAOEMONK. g.Nl TEYPOPARV gUPPORf FO0.FXI8TW0 FMY�NG @ NE gRE IIEGlVIuBAfa(fV OFTNE CONfNACfOIt [Nrg RY K_M_TDR=i AmPWED ALTERNATE (3�ANCHORAGEAT SLAB STEP s:uyea,EOF.s]cNesTOPEAsnA]proPAs,YAxTNRrnoEDRaowrrNNurAAnLoacYraNEnE,pMeIDE � Pf9JECr ,Y,es S1 T'�e•r+ g-POET MBTAILEDCONCR[iEIJICN0R3 TO W.VE tURPFNT N2 RERMTFOP CRpC✓ED CfMI(:PETF. ].APPHOYED[1PANBgN ANCNORS:IRI,I KM,K EOLTTL 81Ya N&,aWGBOLTL JEYiALT igVIFA3NM �5�: ��] s_APVNOYED 6ptEw 1YPE ANCIgRg:MKD KW,KMlB EZNWP:NI iI,EM MU.I;VMItHCPEY+Bd.T. ....._. _._ 1 BrcLVL MB..ECIKJN L6SUF DATE'. Oy14',V ,.sPECVL BPEQAL MBPECI%1N NEOURED TOR ALL P0IT MNTKIFD WNCPETE ANCIIONS PEII IUC TABIE INgg. I DFIANM ggTE' OA9i'tP /'. YP ITIM�A�3p 8�6F DRAiMO - ORAWN- GB8 __�. _i SLTIEV/TO F%kiTMG OYOg AT _ -pc.YAK..ROYnE rs ,wvaovcD. r,F. rows of TYCAMc.:tIAT TOP, _ RI SMI..sON 8D8 x,161 111 NEAR AWNEgNI ��. eCREWgBMC..ET TOdoCKINGCL RACK I SHELVING INFORMATION - TVRF MIp{MFXiIf WOTN / .....i .. '. `�IFl YAYJFACTIRm NY.fYq - � TMII.vEPRV tGGTgn OF' gI..IAY 4P A NVE2l pMND 6W1 _ M�RQDNTK PTEEL GRT9 ' Is' ]t NM81iIT4Aq 2sss 6KAIA)WN1 Wi41 MOUNT BRAE ET UISRAY BY LLAIN1FAOlIFER MAD..6MN R K g NOp1 IROV61 Ii2rIDRA E-, ._A�F _ EICN UNbDNi'OF LY9RAY 6Mr,AG sc L AB NOTED C41 WALL DISPLAY ANCHORAGE DETAIL SHELVING ANCHOR PLAN S-1 WDY Structural . Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: G-1 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Design Criteria: Seismic Loading: USGS Hazard Maps, OSHPD lookup values Site Coordinates: 47.4047 N -123.1419 W Soil Classification: D-Stiff Soil Risk Category: II Codes: 2015 International Building Code(IBC), Chpt 16 ASCE 7-10, Chpts 13 & 15 RMI/ANSI MH16.1 -2008 Anchorage: ACI 318, Appendix D/Chpt 17 Seismic anchorage required for all display shelving over 6 ft tall and all steel storage or pallet racks Seismic anchorage recommended for high load display shelving (Paint, Bulk Hardware, etc)where typical shelf loading is in excess of 100 Ibs Seismic anchorage of display shelving under 6 ft tall is not required but may be installed using the provided details at the tenant's option. The new shelving is to be located in a new retail space under constreuction with concrete slab on grade floors and manufactured metal building walls. Attachments to walls should be made only with a spreader (wood ledger or similar) installed to evenly distribute loads. Field verify top of wall attachments. -n W D Y I Structural - Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: G-2 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Seismic Design Info: OSH PD Hoodsport Ace Latitude,Longitude:47.4047,-123.1419 Hoodsport � Coffee'Company 41Schoolhousel `E - _ .., Hood Genial Grocery - tngvald;l� GOS41e tipdata a. I Design Coda Reforenee Document ASCE7.10 Risk Category tl i 91Ee Clue D•Stiff Sol I ----1 ilype Value Description 88 1.442 MCER ground radon(for 0.2 second period) S 1 0.6 MCER ground mcdoa(for 1.09 period) I i$Ms 1.442 Sta-momw spectral acceleration value ! Sul 0-0 Sra-mo0fled spectral acceleration value I Sos 0.961 Numeric seismic design value at 0.2 second SA 'Di 0.6 Numeric seismic design value at 1.o second SA Type Value Description 3OC D Seismic design category T F. 1 Sda amplification factor at 02 second jFv 1.5 Site ampUNcatbn Motor at 1.0 second i j PGA 0.5 MCEG peak ground acceleration I I j i FPGA 1 Site amplification factor at PGA i PGA„1 0.5 Sda nndftied peak ground acceleraton TL le Long-perod transition period In seconds SsRT I A42 Probabilistic risk4argeted ground motion.(0.2 second) i i SeUH 1.486 Faclored uniform-Ka and(216 probsbany of exceadanoe In 50 years)spectral acceleration j i SSO 1.5 Factored determYr'stic aceelaraton value.(02 second) 81RT 0.603 Probabilistic risk-targeted grand motion.(1.0 second) j tit UH 0.656 Fadlored uniforrn4umard(2%probability of exceedance In 50 years)spectral acceleration. �S1D 0.6 Faclored deterministic acceleration Yaks.(1.0second) PGA! 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) 1 CRS 0.97 Mapped value of the risk ooef Giant at shod.periods (' CRI 0.92 Mapped value of the risk ooeftident at a period of 1 a ' PFI W D Y Structural - Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: G-3 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Lozier Display Shelving -Seismic Anchorage • Anchorage for 8 foot tall typical height& (3) configurations fa rn rn 19" 19" 19" 28" 25" 1)Balanced 2)Unbalanced 3)One Sided • Max load capacities per Lozier installation manual 19"shelf= 500 Ibs 25"shelf= 500 Ibs 28"shelf= 400 Ibs • Max unbalanced load per Lozier installation manual 12000 in-Ibs 1000 ft-Ibs Wo contribution is negligible • For 7-or 8-shelf configuration assume max uniform load= 1/2 total capacity WDY Structural - Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: G-4 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Lozier Display Shelving -Loading • Configuration #1 Balanced W, = 2 x 8' x 500/2 =4000#per section Wo= 2 x 8'x 9#+ 2 x 37#=218#per section Unbalanced W, = 8' x 500/2= 2000#per section WZ= 8 x 70#= 560#per section WO= 218#per section ML= 180#x 8'x 0.79' = 1,137 Ib-ft • Configuration #2 Balanced W, = 8'x 500/2 = 2000#per section WZ= 8' x 400/2 = 1600#per section Wo= 235#per section ML= 248 lb-ft Unbalanced W, = 8'x 500/2= 2000#per section W2= 8 x 78#=624# per section Wo= 235#per section ML= 1,137lb-ft W D Y] Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-1 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Seismic Anchorage Island Display(balanced) Per ASCE 7-10, Sec 13.3.1 Seismic Force, Fp= [(0.4*ap*SpS*WP)/(RP/IP)]*(1 + 2*(z/h)) Upper Limit, Fp= 1.6*SpS*IP*WP Lower Limit, Fp= 0.3*SpS*IP*WP Input: SpS= 0.961 From USGS Lookup ap= 1.0 From Table 13.6-1 RP= 2.5 From Table 13.6-1 IP= 1.00 From Sec. 13.1.3 WO = 218.0 Ibs Component operating weight(Ibs) We = 2666.80 Ibs Load per 15.5.3.6 (a) Wtotal = 2884.80 Ibs ................... ♦,t: ... .rye i Plan Section H = 8.00 ft Height of Unit w= 3.00 ft Depth of unit base L= 12.00 ft Length -long dimension of unit z= 0.00 ft Height of point of attachment of component h = 3.50 ft Ave. height w/respect to base Cl = 3.00 ft Height to center of mass of unit c2= 3.50 ft Height to center of mass of contents c3= 1.50 ft Dist to center of mass of unit from back wall c4 = 1.50 ft Dist to center of mass of contents from back wall y= 3.47 ft Vert dist to center of mass I x = 1.50 ft Horiz dist to center of mass WDYStructural . Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-2 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Seismic Anchorage Island Display(balanced) Per ASCE 7-10, Sec 13.3.1 Calculated Values SOS:- 0.961 WTOT= 2884.8 Ibs ap= 1.0 1p= 1.0 Rp= 2.5 Z= 0.00 ft h = 3.50 ft Resulting_Seismic Force Fp= 443.6 lb Fp (upper limit) = 4435.7 lb Fp(lower limit) = 831.7 lb Fp(controlling) = 831.7 lb Overturning & Uplift MOVT= 2886.0 ft-lb Fp*y MRES = 2596.3 ft-lb (0.9WO+ 0.6Wc)*w/2 4 = 289.6 ft-lb Moor-MREs A/(w-.2*w) = 120.7 lb Uplift Force Fp(asd) = 594.1 Ibs Concrete anchor yes Anchor factor 1.3 Max load = 772.3 Ibs #of anchors = 4.0 (2) anchors per clip; (2) clips per section Shear/anchor= 193.1 Ibs DC1248 Base every other upright w/(2) 3/8" dia Dewalt Power Stud+ SD2 anchors (refer to Appendix D anchor calculation) I _n_ WDY Sftucturall . Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-3 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Seismic Anchorage Heavy Load Island Display(balanced)4' oc Per ASCE 7-10, Sec 13.3.1 Seismic Force, Fp = [(0.4*aP*SoS*Wp)/(Rp/lp)]*(1 +2*(z/h)) Upper Limit, Fp = 1.6*SpS*Ip*Wp Lower Limit, Fp = 0.3*SpS*Ip*Wp Input: SpS= 0.961 From USGS Lookup ap= 1.0 From Table 13.6-1 Rp= 2.5 From Table 13.6-1 Ip= 1.00 From Sec. 13.1.3 Wo= 109.0 Ibs Component operating weight(Ibs) We = 3000.00 Ibs Load per 15.5.3.6 (a) Wtotal= 3109.00 Ibs '. . Ge Base) T5 is Plan Section H = 8.00 ft Height of Unit w= 3.00 ft Depth of unit base L = 12.00 ft Length-long dimension of unit z = 0.00 ft Height of point of attachment of component h = 3.50 ft Ave. height w/respect to base cl = 3.00 ft Height to center of mass of unit c2= 3.50 ft Height to center of mass of contents c3 = 1.50 ft Dist to center of mass of unit from back wall c4= 1.50 ft Dist to center of mass of contents from back wall y= 3.47 ft Vert dist to center of mass x= 1.50 ft Horiz dist to center of mass I WD Y 1 , Structural - Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-4 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Seismic Anchorage Heavy Load Island Display(balanced)4'oc Per ASCE 7-10, Sec 13.3.1 Calculated Values SOS= 0.961 WTOT= 3109.0 Ibs ap= 1.0 1p= 1.0 RP= 2.5 z= 0.00 ft h = 3.50 ft Resulting Seismic Force Fp= 478.0 lb Fp(upper limit) = 4780.4 lb Fp(lower limit) = 896.3 lb Fp(controlling) = 896.3 lb Overturning & Uplift MOB,-r= 3110.2 ft-lb Fp*y MREs= 2847.2 ft-lb (0.9WO+ 0.6Wc)*w/2 A = 263.1 ft-lb MOVT- MRES A/(w-.2*w) = 109.6 lb Uplift Force Fp (asd) = 640.2 Ibs Concrete anchor yes Anchor factor 1.3 Max load = 832.3 Ibs #of anchors = 4.0 (2) anchors per clip; (2)clips per section Shear/anchor= 208.1 Ibs DC1248 Base every upright wl(2) 3/8"dia Dewalt Power Stud+ SD2 anchors (refer to Appendix D anchor calculation) CTWD Y Structural - Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-5 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Seismic Anchorage Island Display (unbalanced) 8'oc Per ASCE 7-10, Sec 13.3.1 Seismic Force, Fp= [(0.4*ap*Sps*WP)/(Rp/lp)]*(1 +2*(z/h)) Upper Limit, FP = 1.6*Sos*IP*WP Lower Limit, FP= 0.3*Sos*Ip*Wp Input: Sos= 0.961 From USGS Lookup ap= 1.0 From Table 13-6-1 Rp= 2.5 From Table 13.6-1 Ip= 1.00 From Sec. 13.1.3 WO= 218.0 Ibs Component operating weight(Ibs) We= 2240.00 Ibs Load per 15.5.3.6 (a) Wtotal= 2458.00 Ibs 9311W(S do Raw) 13-0 O'ck Oil S. ............ pig Plan Section H= 8.00 ft Height of Unit w= 3.00 ft Depth of unit base L= 12.00 ft Length - long dimension of unit z= 0.00 ft Height of point of attachment of component h = 3.50 ft Ave. height w/respect to base c, = 3.00 ft Height to center of mass of unit c2= 3.50 ft Height to center of mass of contents c3 = 1.50 ft Dist to center of mass of unit from back wall C4 = 1.50 ft Dist to center of mass of contents from back wall y= 3.47 ft Vert dist to center of mass X= 1.50 ft Horiz dist to center of mass iI i i W D Y I ! Structural . Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-6 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Seismic Anchorage Island Display(unbalanced)8' oc Per ASCE 7-10, Sec 13.3.1 Calculated Values SOS= 0.961 WTOT= 2458.0 Ibs ap= 1.0 1p= 1.0 Rp= 2.5 z= 0.00 ft h = 3.50 ft Resulting Seismic Force Fp= 377.9 lb Fp(upper limit)= 3779.4 lb Fp(lower limit)= 708.6 lb Fp(controlling) = 708.6 lb Overturning & Uplift MOVT= 2459.0 ft-lb Fp*y MRES= 2310.3 ft-lb (0.9Wo+ 0.6Wc) 'w/2 d = 148.7 ft-lb Moor- MRES2 6/(w-.2"w) = 62.0 lb Uplift Force Fp (asd)= 506.2 Ibs Concrete anchor yes Anchor factor 1.3 Max load = 658.0 Ibs #of anchors= 4.0 (2)anchors per clip; (2)clips per section Shear/anchor= 164.5 Ibs DC1248 Base every other upright w/(2)3/8"dia Dewalt Power Stud+ SD2 anchors (refer to Appendix D anchor calculation) WDYructural . Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-7 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Seismic Anchorage Wall Display Per ASCE 7-10, Sec 13.3.1 Seismic Force, Fp= [(0.4*ap*SDs*Wp)/(Rp/lp)]*(1 +2*(z/h)) Upper Limit, Fp= 1.6*SDs*lp*Wp Lower Limit, Fp = 0.3*SDs*Ip*Wp I n ut: SDs= 0.961 From Figure 22-1 ap= 1.0 From Table 13.6-1 Rp= 2.5 From Table 13.6-1 Ip= 1.00 From Sec. 13.1.3 WO= 180.0 Ibs Component operating weight(Ibs) We = 1750.00 Ibs Average content weight(Ibs) -200#/shelf, fully loaded Wioiei = 1930.00 Ibs -- - } .. ........ ............... Plan Section H = 8.00 ft Height of Unit w= 2.50 ft Depth of unit base L = 12.00 ft Length-long dimension of unit z= 7.50 ft Height of point of attachment of component h = 4.00 ft Ave. height w/respect to base cl = 4.00 ft Height to center of mass of unit cZ= 3.50 ft Height to center of mass of contents c3 = 0.70 ft Dist to center of mass of unit from back wall c4 = 0.91 ft Dist to center of mass of contents from back wall y= 3.45 ft Vert dist to center of mass X= 0.89 ft Horiz dist to center of mass i I I WD Y Structural - Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-8 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Seismic Anchorage Wall Display Per ASCE 7-10, Sec 13.3.1 Calculated Values SpS= 0.961 WTOT= 1930.0 Ibs aP= 1.0 1p= 1.0 RP= 2.5 z= 7.50 ft h = 8.00 ft Resulting Seismic Force Fp= _ 853.2 lb Fp(upper limit) = 2967.6 lb Fp (lower limit) = 556.4 lb Fp(controlling)= 853.2 lb Overturning & Uplift Mom= 2943.5 ft-lb Fp*y MRES= 1078.7 ft-lb (0.9Wo+ 0.6Wc) w/2 A = 1864.8 ft-lb Moor-MREs A/h = 248.6 lb Wall Anchor Load Fp(asd) = 609.4 Ibs SDS25175 allow= 250.0 Ibs # provided = 4.0 (2) per level Capacity= 1000.0 Ibs (2) Simpson SDS25175 screws bracket to blocking + (1)#12 screws at 12"oc blocking to girt WDY Structural - Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-9 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Display Anchorage: DEWACT DEWALT Design Assist Ver.1,4.6,0 Page I Ace Iturdwure ENGINEEFIED BY'�OW@CS' Company: Project Engineer: Greg Munsell Address: 6443 SW Beaverton I lillsdale Suite 210 Portland OR 97221 Phone: MW 5032038111 Small: gmmnsellt_rlwdyi.com Project Name: Unritletl Project Address! Untitled Notes: Selected Anchor- Brand: DEWALT ._.._. Material: 3?8"U Low Carbon Steel Embedment: her 2.39 in hnnnn 3.25 in Approval; ICC-ES ESR-3889 issued I Revision: Nov,2018 Drill Method: Hammer Drilled Design Method! ACl 318.14 Load Combinations: Section 5.3 User IMIncd Loads Seismic Loading: Pension 17.2.3.4.3(d) Shear 17-2.3.5.3(c) 92p Uscr Defined Concrete.- Type Cracked Normal Weight Concrete Strength 3000 psi Relnforcemerm Edge Reinforcement —#4 Rebar Spacing Tension No(Condition B) Shear Yes(Condition A) Controls Breakout Tension False Shear False Base Plate: Sizing Thickness 0.25 in Length 5.5 in Width 3 in Standoly Nona Ileight 0 in Strength 3Ci000 psi Profile: HSS Rectangular 2 X 2 X 0.125 Inpul dale and rcvdb must N 0Krkcd fur agreement e•ith Ike esisliug untdilGrer,the sxandntds anJ piMines w0 musl hu decked for prmtsibilily - WDYStructural . Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-10 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Display Anchorage: DEWALT DEWALT Dtsibn Assist Ver.1.4.6.0 Pilgc Acc Hardware ENGINEEflED 9T'?OWE?I^5 Scp 2$2019 Z u e S �r 11„in 5-000 in emin 1.500 in c" 7.800 in grain 2.000 in Tension Loading 1)csign Proof Demand (lb) Capacity (lb) Utilization Status Critical Steel S1rcn,glit 76,00 5674,00 0.013 AK Concrete Breakout Strength 151.00 2554.00 0.059 OK Controls Pullout Strength 76.00 1477.00 0,051 OK Shear Loading Dv-sign Prouf Dernind (Ib) Capacity (IN) Utilization Status Critical Steel Strength 20.00 1818.00 0.143 OK Controls Concrete Breakout Strength 520.00 4470,00 0.116 OK Pryout Strength 520.00 3930.00 0,132 OK ANCHOR DESIGN CRITERIA IS SATTSFTED • The results of the calculations carried out by means or the DDA Soflw•are arc based essentially oo the data you put in.Therefore, yuu Lear the iw1a respomlbility liar dse abseaco of er rii,die oumpleurt ess and tic reluvance of the data to be put in by you. Alore wr,you(rear sole reaporuibilily for having the mulls of the calculation checked and cleared by an design piofessionalfunsincer,panlculurly+vide tog rrd to conipl6nee wills a1VUeable stasrtlardit,norms and permits,prlat to usirrg dierrt fpr yeah spcci sic prajcct-The DDA Spitwon:scr%s only ns an aid to interprur Ftondurt€,nerms and permiu without any guaramee m to the starches ofenors,dw coffevincss attd the relevanee of the results or sultsblity for a specific application. • Calculations including seismic 4"lga requirements in accordance with Art 119 are required far snchm in structures amignesl In seismic design caiegod-m C.D.E turd F. • Under Ihcae wiwde canditiaas,the direction of shear may not he predictable.In neconlunce with ACI 318 She full shear force shouW be asstuned also In reverse direction for a safe d sign,Load rewraal may dntluertce the d1remlon of the.cwtrollisig cumcretc breakout sircnglh. Input data and rH,utu must he cheektd for agreement with the costing condtlicm,the suadardls and Siddellnes wd must he diecked lbr plaoslbality WD Y Structural . Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-11 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Display Anchorage: DEWAVY VEWAL7'I)rsign Assist 1.4.6.0 Pagc 3 ENO1NEEAED 9T?bWEI"5' Ace flardwa= Design Loads/Actions Z Nu 15I Ib Vux 0 111 Vuy 520 Ib Y Mui U in-lb Mttx U in-lb Mu} 0 in-lb ,v- �• Consider Loatd Reversal X Ditvclion 100% Y Direction 1001/6 r�_T 00000 Mux.concrete compressive strain: 0.000 % Anchor Eceentricity Max,concrrte comprrcssivn stress: 0.000 psi cx 0,831 in ry 0.833 in Resulting tension force: 151,000 lh Prod►�Eeceniricity Resulting eampressiun force: 0.000 lb ex 0 in cy 0 in Resulting anchor Paters!Load distribution Anchor Tension Load (lb) Shear Load (Ib) Conlponetu Shcar Load (lb) Antihot Coordilrnes(in) Shcar X Shear Y X Y 1 75.50 260.0 0.0 260.0 0.000 1.875 2 75.51) 260,0 0.0 260.0 0.a(M) -1.975 Loads indicated include over-strength factor to meet ACI ductility requlrernents i I I Input dots and rmAs ntuit.W dieAtA for agrscmetn with the sxrisdng eonditi.-� .she wudar&and gaidelitms mtd must lie ditched fu plausibility �TW D Y Structural - Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-12 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Display Anchorage: 17LVIrAL`t'Drsign Assi►t Vrr.1.4.6.0 Pa�,c 4 DEWA�� Ace hardware ENGINEERED BT't�IDWp'r'S' - Steel Strength: t N AC[3 IS-14 17.4.1 Variables Nam, (lb) tp 3730,000 0.65 Results ipN. — 5674.0 lb Table 17.3.1.1 NUn - 76.0 lb Ulilizuliun = 1.3% Concrete Breakout Strength: t M ACI 318-14 17.4.2 Equations kqn. 17.4Z1 b 4,—kc •k h;rt s FAn. 17.4.2.2u Variables ANe (in:) AN,, (in=) 'Ntc•N 4 LJ.N c,N ,Ijcp.N 78,296 11.409 1.000 1.000 IOW 1.001) s,e (in) k� La t'� (psi) hit• (in) C.j, (in) 7,00 17.000 - 1.000 3000 2.3() 8 Nh (►b) 9 gm,16 3440380 0.65 0,750 Results yNchp — 2554 lb Tably 17,3.1,1 N. - 151.0 lb Utilization = 5.9% i Pullout Strength: fNIJ200"s ACI 318-14 17,4.3 Eq1 MF amen• r . [/ N Input Jule and madu musette sneaked(oratyeemad wilt the eeictii ¢onditi e,c•Ibe vtiudar3,:iud puideliims c.n!mttsl ha eltecked t'ar pLiusilslity WD Y structural - Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-13 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Display Anchorage: DE AT. DEWALT Design Assist Ver.1.4.6.0 Page 5 ENGINEERED sy?c Wers- Acc hardware Variables yC p Np,hl (lb) Pc (psi) n T 1,000 3021M6 3000 0.5(* 0.65 4N,iek 0.750 Results tpNl1n = 1477 Ib N tts = 76 lh Table 17.3.1.1 Utilization � 5.1°�a Input data and results must be chtektd fur agreement with ass Etistlug eondi b cw,the ssaudards mtd guidoliues aai must be abecked fat pMusihrlity WDYJ -Structural - Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-14 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Display Anchorage: DEWAUT- DENALI Design Assist Vcr.1.4.6_0 page 6 ACC 1'1LLf(hVtIIC ENGINEERED BY?owers- Steel Strength: V ACI 318-14 17.5.1 Variables r i= V (1b 1 , 1 3030.000 0.60 Results V,n.N - 1818 lb V ua — 260 lb Table 17.3.1,1 Utilization — 14.3% Concrete Drealtout Strength: V ACI 318-14 17.5.2 .... Equations lign. 17.5.2.1 b v.z Eqn. 17.5.2.2a Variables A\rt (Ir1=) A%r�o (Ird) slcee,V tpid,V ticc,V t1rhY' 120.000 288.000 1.000 LOOO 1.200 1.549 1, (itt) dv (in) X, f* (Pii) cal (in) Vb (lb) 2.390 0.375 LOW 3000 8.0W 7694.539 4) 4ts cis 0.75 0,750 Results p4'�bp 4470 lb Direction Y+ Vtt, = 520 lb Table 17-3.1.1 iUtilization = 11.fi/# i I Wpm data and rt&OU nun to e}wekeJ for aprcamem with A,ertsting candlw:ac•the aandir&and ppldehnes nrd must he.hecked far plausibility WD Y —Structural - Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-15 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Display Anchorage: DEWALT. DEWALi'Design Assist Seer.1.4.6.0 Page 7 Ace[-lardwore ENGINEERED BT't;tYtMBt'S' pryout Strength: V ACl 318-14 17.5.3 d Equations s. V"=kcp .;Yrpg Eon. 17.53.1b in , Eqn. 17.4.2.1b Eqn. 17.4.2.2a Variables ANc (in') AN,(, (in,) Wcc,N fed V *c,N Tcp.N 7K_296 51.409 1.000 1.000 1.000 1.000 r'ac (in) k, xi her (in) Pe (psi) Cunsin (in) 7.900 17.000 1.000 2.39 3CISN1 N1) 9.000 N6 (lb) kcls Nerp (lb) 9 3440.3ZM L000 5239.742 0.75 Results ov'.m = 3030 It, Table 17.i.1.1 v uu 520 lb Utilization " 13.2.1, Input data uud muhs awss tv clecked fir agreement with the exiaing cunditic he sxsudar&mud puideliues tm9 must he checked tl r ptausiktility WD Y structural - Civil Engineers Job Name: ACE Hardware Display Anchorage Job No: 19165 Sheet No: AN-16 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Display Anchorage: DEWA VT. DENVAL`I'Design Assist Ver.1,4.6.0 page S Aix I[urdwurc ENGINEERED BY"t�oWt2Y'S' AC1 3184417.6 Equations NN I' Eyn. l7,ti.3 .. + ua W .s K, V`� <_ 1.0 1.2 Variables V.., vim 0.059 0,143 Results 0,143 < 1.0 Status OK ANCHOR DL3IGN CRITERIA IS SATIS>:ILD i I I lupus Jam and resells nmst be checked fur agreement wish the exisdug canditk: .,the stmdn(&311d puldelines end muss he chucked for 14jusilalhy t Engineers Job Name: Ace Hardware Rack Anchorage Job No: 19165 Sheet No: RK-1 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Unit ID: Widespan Racks (if installed) I I 01 LOCI II jl N3 III �I I I Ili �12 III I I III I lil N1 III 0� ITN Configuration: Length 96.0 in Width 24.0 in Height to brace, B1 8.0 in Max brace spacing, B2 48.0 in Overall height, H 96.0 in Shelf 1 height, H1 48.0 in Shelf 2 height, H2 96.0 in Shelf 3 height, H3 0.0 in Shelf 4 height, H4 0.0 in Shelf 5 height, H5 0.0 in Loading: Shelf 1 1600.0 Ibs 100.0 psf Shelf 2 1600.0 Ibs 100.0 psf Shelf 3 0.0 Ibs 0.0 psf Shelf 4 0.0 Ibs 0.0 psf Shelf 5 0.0 Ibs 0.0 psf VND YStructural - Civil Engineers Job Name: Ace Hardware Rack Anchorage Job No: 19165 Sheet No: RK-2 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Unit ID: Widespan Racks Per ASCE 7 Sec 15.5.3 & MH16.1 Seismic Force, CS = (1.2*SOS"1)/(R *T 2/3) RMI Specification, Sec 2.7.3 Upper Limit, CS= 2.5` Ca/R Input: SOS= 0.961 Per USGS lookup R= 4.0 RMI Spec, braced direction R= 6.0 RMI Spec, unbraced direction Aa= 0.15 RMI Figure 2.7.1 A = 0.10 RMI Figure 2.7.2 Soil Profile = D RMI Specification, Sec 2.6.3.2 Ca= 0.18 RMI Table 2.7.1 C = 0.17 RMI Table 2.7.2 1= 1.0 h = 8.00 ft Ave. height w/respect to base T= 0.14 CS= 1.06 RMI Specification, Sec 2.7.3 CS= 0.11 Upper Limit Use Cs= 0.113 Storage rack loads Level Element Wt(Ibs) Load factor Net Ibs Top rack Rack wt 50 1.00 50 Contents 1600 0.67 1072 1122 2nd rack Rack wt 50 1.00 50 Pallets 1600 0.67 1072 1122 Bottom rack Rack wt 0 1.00 0 Pallets 0 0.67 0 0 _rl- WDYI -stru-citural - Civil Engineers Job Name: Ace Hardware Rack Anchorage Job No: 19165 Sheet No: RK-3 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Unit ID: Widespan Racks Per IBC 2208.1 &ASCE 7-10 Sec 15.5.3 Distribution RMI Section 2.7.4 Level hx w, wX*hX F,, E F,, (feet) (Ibs) (Ibs) (Ibs) Top rack 8 1122 8976 168.3 168.3 2nd rack 4 1122 4488 84.2 252.5 Bottom rack 0.5 0 0 0.0 252.5 Totals 2244 13464 252.5 V= CS IP WS = 0.113 x 2244 = 262.5 Overturning -Case 1: 0.67 x fully loaded shelves Level hX wX MOT (feet) (Ibs) (ft-Ibs) Top rack 8 80.5 644.3 2nd rack 4 40.3 185.3 1.15*h*Fx Bottom rack 0.5 0.0 0.0 1.15*h*Fx 829.6 Resisting Level X wx MOT (feet) (Ibs) (ft-Ibs) Top rack 1.0 751.7 751.7 2nd rack 1.0 751.7 864.5 1.15*h*Fx Bottom rack 1.0 0.0 0.0 1.15*h*Fx 1616.2 FS= 1.95 i i i i I WDY Job Name: Ace Hardware Rack Anchorage Job No: 19165 Sheet No: RK-4 Client: Hood Canal Grocery Date: Aug 2019 By: GGM Unit ID: Widespan Racks Per IBC 2208.1 &ASCE 7-10 Sec 15.5.3 Overturning -Case 2: Top shelf only fully loaded Level hx Wx MOT (feet) (Ibs) (ft-Ibs) Top rack 8 168.3 1346.4 2nd rack 4 0.0 0.0 Bottom rack 0.5 0.0 0.0 1346.4 Resisting Level x Wx MOT (feet) (Ibs) (ft-Ibs) Top rack 1.0 1122.0 1122.0 2nd rack 1.0 0.0 0.0 Bottom rack 1.0 0.0 0.0 1122.0 FS= 0.83 Net Uplift= MOT-0.9 MREs/W= 841.5 Ibs Base Plate Anchors Max shear load = 180.3 Ibs (ASD Load) Load per leg = 90.2 Ibs Max tension load = 841.5 Ibs Load per leg = 420.8 Ibs ��nv%ratecY� �wg�weer'�v�,c� ceotectiwicat EwV%YOwwiewtAl Ara%wage Fzpadwa� January 28, 2020 Purvis Investment Properties PO Box 1339 Hoodsport,Washington 98548 RE: Geotechnical Inspection Report for Property Located at Hoodsport Ace Hardware 24151 N US Highway 101,Hoodsport,Washington Parcel No.42212-51-07001 To Whom It May Concern: Envirotech Engineering (Envirotech) is providing this certification letter concerning that all foundations, earthwork, drainage, and other recommendations provided in the approved geotechnical report for this project has been followed. A geotechnical report has been previously prepared for this property by Geotechnical Testing Laboratory (GTL). Envirotech provided a subsequent geotechnical report update to assume geotechnical responsibilities of this project. Materials Testing Laboratory (MTC) conducted a site inspection on April 4, 2019 in order to certify subgrade and fill for the project is acceptable prior to constructing foundations. MTC determined that the footing subgrade was firm and unyielding. Based on the recommendations provided by GTL and Envirotech in our geotechnical reports,and the field testing reports provided by MTC, it is our conclusion that all geotechnical recommendations have been followed during the development of this project. Please contact Michael Staten at 360-275-9374 if you have any questions, continents, or require additional information. Best Regards, Envirotech Engine�eringg CL- Yb 43045 ` a Is— , � tt3 ,qL�` 1/28/20 Michael Staten,P.E. Geotechnical Engineer Operator Balance Sheet It Date: 1/26/2020 to 1/26/2020 Operator: 0 to 99999999 Target: RAG Report all Grocery Lanes 99 Jordan 3 Net Sales $1,448.48 Total Sales $1,448.4 22 Tax 1 $5 .83 26 Tax 2 9.33 Total Taxes $61.16 101 Cash $293.54 102 Check $6.94 103 Debit card $754.53 121 EBT Food Stamps $59.26 130 Visa $207.32 131 Master $72.22 132 American Express $23.10 133 Discover $42.53 106 Charge $49.20 107 Store coupon $1.00 Total T/deed $1,509.64 1103 PkU $754.53 1121 PkUStamp $59.26 1130 PkU $207.32 1131 PkU $72.22 1132 PkUExpres $23.10 1133 PkU $42.53 T7Dwr ick Up $1,158.96 1301 Cash $273.54 1302 Check $26.94 1306 Charge $49.20 1307 Store coupon $1.00 otal Indrawer $350.68 Printed : 1/27/2020 12:24:46 PM Page 2 Hood Canal Grocery From: Wael Chamseddine <wael@wytekcontrols.com> Sent: Thursday, January 16, 2020 6:04 PM To: 'Hood Canal Grocery' Subject: Hood Canal store Mike, We have commissioned and programmed the EMS system to control all the lights in your building as follows. 1. All outside lights are controlled with photo cell and time schedule, the schedule is enabled between 5:00am and 22:30 and the photo cell will turn the lights On or OFF based on ambient lighting during that time. 2. Security lighting outside the building are ON by photo cell when ambient lighting are low. 3. Indoor hardware portion of the store the lights are controlled via time schedule from 6:00am to 22:00. 4. Main store indoor lighting are controlled with time schedule ON at 7:00 and OFF at 22:00. Let me know if you have any question Thanks, Wael Woel Chomseddine C: (503) 780-7871 O: (503) 691-9002 www.wytekcontrols.com i BERSCHAUER ENTERPRISES INC. HOOD CANAL ACE HARDWARE OLYMPIA, WA 98508-2359 P.O. BOX 12359 OLYMPIA, WA 98508 AIR BALANCE REPORT Berschauer Enterprises Inc. has completed the balance report for above named project. Trane 10- ton roof mounted unit has been set to Washington State Energy Code. Unit has a supply fan that has a total CFM output of 4,000 CFM's and was the balanced to meet the spec's and the drawings. Outside air thru economizer cycle is set during occupied times to deliver 435 CFM's and during unoccupied to be off. The ERV unit that is mounted above the restroom area has also been air balance to provide fresh air in the CFM's total 285. Stall air from restrooms, main building areas and storage areas will be exhausted out the building areas and storage will be exhausted out the building on the north end. The balance report on the ERV is set to meet Washing State Energy Building Codes. Any questions please feel free to call me at 360-280-7419 Thank you, Paul Berschauer JAN 2 9 2020 615 W. Alder Street Purvis Investment Properties LLC 2125083 MASON CO WA 01/29/2020 03:43 PM AGREE Po Box 1339 PURVIS INVESTMENT PROPERTIES LLC #135091 Rec Fee: $103.50 Pages: 1 Hoodsport,WA. 98548 11111 1111111 IN 111111111111111111111 III 11111111111111 IN Operation and maintenance agreement Grantor Purvis Investment Prosperities LLC Grantee Mason County Hoodsport-Mcreavy's ADD BLK 7& 20TR 1-2 & LOTS 2-6, 19-29 TGW VAC STREETS&ALLYS DPC#7-25 DPC#16-32 AF#2067477 Parcel Number 422125107001 Purvis properties LLC agrees to have annual maintenance performed on all parking lot catch basins, septor and oil water separator by a qualified maintenance provider.This work will be performed by a licensed contractor and will be requir to meet all current state and county requirements. Managing m e '1� Date qqk ti1TC .Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection.Materials Testing•Environmental Consulting To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: i t UPLOADED: 04/22/2019 07:37:29 UPLOADED: 04/22/2019 07:35:28 pl�ata i B l Y^� is Ir- .r, r i w7ttT�:ry' 6r, � 1 rs , UPLOADED: 04/22/2019 08:07:32 UPLOADED: 04/22/2019 08:08:00 REPORTED BY:Jeff Stezaker REVIEWED BY:Tim Macke,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Hood Canal Ace-18S263,0412212019,#D203845,Page 2 of 2