HomeMy WebLinkAboutBLD2022-01046 Greenhouse - BLD Inspections - 4/11/2024 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584
COMMUNITY SERVICES SHELTON:360427-9670,EXT 352
BELFAIR:360-275-4467,EXT 352
Building,Planning,Environmental Health,Community Health E LMA:360482-5269,EXT 352
www.co.mason.wa.us
INSPECTION CARD AND CERTIFICATE OF OCCUPANCY"
To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection.
Permit Number BLD2022-01046 Date Issued 05/18/2023 Issued B
Project 30X48 GREENHOUSE
Site Address 21 E Wrangler Ridge Rd
Applicant JOHNSTON DANIEL J 8,BRITTNEY D
Contractor
Contractor Phone
Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type
Permit Type GARAGE/STORAGE Occupancy
-APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS.
-DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED.
-THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY.
-ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION.
-OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION.
**THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.—
PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET
Public Works Access/Driveway Other
Health Septic Well
Deptartment
Planning Site Inspection
Department
Fire Marshall Fire Apparatus Access Fire Sprinkler
Auto Fire Alarm Hood and Duct
Other Final
Building Building Official: Community Services Designee
Department
Concrete Setbacks 4 1Slab
Footing Perimete Point load Footing
Footing Interior Footing Decks/Porches
Foundation Stem Walls Other
Rough-In Groundwork Plumbing Framing 81bllza
Groundwork Mechanical Plumbing
Groundwork Gas Pipe Mechanical y �l Ly
Gas Piping Shear Wall Nailing
Underfloor
Other
Insulation Slab Ceiling
Floor Vaulted Ceiling
Walls Vapor Barrier
Other
Wallboard Interior Wall Brace Panels Fire Walls
Nailing
Other
Final Building
Manufactured Setbacks Setup
Home
Concrete Foot/Runners Final
Other
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
BLD2022-01046 GARAGE/ STORAGE
PROJECT DESCRIPTION: 30X48 GREENHOUSE ISSUED: 05/18/2023
SITE ADDRESS: 21 E WRANGLER RIDGE RD UNION
EXPIRES: 11/14/2023
PARCEL: 321053490010
APPLICANT: JOHNSTON DANIEL J &BRITTNEY D OWNER: JOHNSTON DANIEL J & BRITTNEY D
21 E WRANGLER RIDGE RD 21 E WRANGLER RIDGE RD
UNION, WA98592 UNION, WA98592
360-463-0615
VALUATIONS: FEES: Paid Due
U VB Utility, miscellaneous 1440.00 $86,227.20 Change in Tenant- Minor EH $125.00 $0.00
Plan Review
Technology Surcharge $32.52 $0.00
Planning Review Fee $240.00 $0.00
Building Permit Fee $985.32 $0.00
State Fee-Residential $6.50 $0.00
Plan Check Fee $640.46 $0.00
Total: $86,227.20 Totals : $2,029.80 $0.00
FIXTURES
(sty Mechanical Fixtures
3.0000 Spot Vent Fan(s)
REQUIRED INSPECTIONS
Setback Inspection Mechanical Inspection
Footing Inspection BLD-Final Inspection
Framing Inspection
Printed by:Amber Selby on:05/18/2023 04:13 PM
Page 1 of 5
Mason County
41k Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
GARAGE/ STORAGE BLD2022-01046
CONDITIONS
* Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather,
garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of
3000 psi (IRC Table R402.2).
* The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more
than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards
for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to
another fire apparatus access road which connects to a county maintained public road.
* All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and
plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee
schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections
being performed or approvals granted.
* All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building
Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration.
Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No
more than one extension may be granted.
* When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and
approved by the Washington State Department of Transportation. For more information contact Washington State
Department of Transportation, at (206)357-2620, ext. 630.
* All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or
any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
* The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility
of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked
"APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is
responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or
removal of approved documents will result in failure of required building inspections.
* 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.
* The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not
allowed without the approval of the Mason County Fire Marshal.
* Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly
corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of
pressure treated material.
Printed by:Amber Selby on:05/18/2023 04:13 PM
Page 2 of 5
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
GARAGE/ STORAGE BLD2022-01046
" A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit
application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the
responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that
Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement
of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled"Managing Storm Drainage on Small Lots, The Small Parcel
Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the
development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other,
parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final
inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater
management system have been installed as approved on the stormwater site plan.
Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and
MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either
private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an
existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance
and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting
from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any
construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that
office to review future planned work which may affect your project.
* All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor
increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way.
* 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 1-800-647-0982. The person signing this condition is either
the homeowner, agent for the owner or a registered contractor according to WA state law.
* 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 Site Plan"to ensure these structures are shown and meet the setback conditions listed.
* Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate
building permit and approval prior to construction of the retaining wall.
* 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.
* Concrete encased grounding electrodes 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.
* When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by
the Mason County Department of Public Works. For more information contact Public Works, at (360)427-9670, ext. 450 or
100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the
access permit from Public Works has been finaled and approved.
* All property lines shall be clearly identified at the time of foundation inspection.
Printed by:Amber Selby on:05/18/2023 04:13 PM Page 3 of 5
Mason County
40 17 Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
GARAGE/ STORAGE BLD2022-01046
* Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and
MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either
private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an
existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance
and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting
from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any
construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that
office to review future planned work which may affect your project.
All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as
adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted
classification. Any non-approved change of use or occupancy would result in permit revocation.
The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the
approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule,
minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being
performed or approvals granted.
* The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade
in undisturbed soils.
" 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 and 14.17.
" 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.
" 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 County Building Inspector shall be made prior to requesting
additional inspections.
" Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
" 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
APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
All building permits shall have a final inspection performed and approved by 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 with Mason County ordinances and building regulations.
• Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel.
• Setbacks are measured from the furthest projection of the structure.
* This structure is limited to U-occupancy use only (private garages, carports, sheds, and agricultural buildings.) Any other
use will be in violation of the international codes and Mason County Regulations unless a "Change of Use" permit is applied
for, reviewed and approved.
Printed by:Amber Selby on:05/18/2023 04:13 PM
Page 4 of 5
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
GARAGE/ STORAGE BLD2022-01046
" Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to
the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of
the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In
addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the
Building Department prior to any further inspections being performed or approvals granted.
* This structure is approved as unheated space.
To be considered unheated space the area may be provided with a heating system that does not exceed maxium output of 1
watt per square foot., or 3.4 Btu/h per square foot. A permit and approval is required prior to installation of any heating
system.
When a heating system exceeds 1 watt per sq.ft (or 3.4 btu/h per sq. ft)the heated space shall be insulated in accordance
with the energy code in effect at the time of permit application.
* In addition to the inspections required in IBC, Section 110, 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 WA98584
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 occupancy inspections.
PER PLAN SHEET S1, SPECIAL INSPECTION REQUIRED FOR FOOTINGS, WALLS, AND SLAB
I hereby certify that I have read and examined this application and know the same to be true and correct.
All provisions of Laws a d Ordinances v rning this type of work will be complied with whether
specified herein of he granti a rmit does not presume to give authority to violate or cancel
the provisio s- f ny her sta cal I regulati g construction or the performance of construction.
Issued
IEContractor or Authorized Agent: Date:
Printed by:Amber Selby on:05/18/2023 04:13 PM
Page 5 of 5
I Inspection Requirementsd
. 1,
CUMMUNI7Y SFX V KFS
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SLID L)11_ -yi ��I ,rC� � � . lY tt �1�1 21�7 \P 9,6 Uhtc-N q�5`12
Permit Number P oject Title Project Addr se s/Parcel Number
Applicants of projects requiring Special Inspection or Testing per Chapter 1704&1705 of the International
Building Code, as amended by Washington State. Please acknowledge and return this form to the Mason
County Permit Center.
THESE INSPECTIONS ARE NOT PERFORMED BY THE BUILDING DEPARTMENT AND MUST BE
PERFORMED BY QUALIFIED SPECIAL INSPECTORS, HIRED BY THE OWNER AND APPROVED
BY THE COUNTY PERMIT CENTER. Individuals certified in a special inspection category by
Washington Association of Building officials(WASO)or individuals employed by a recognized testing
laboratory and under the direct supervision of a Registered Professional Engineer are typically
considered qualified at the discretion of the local jurisdiction having authority for enforcement.
BEFORE A PERMIT CAN BE ISSUED: The Owner or his/her representative, on the advice of the
responsible Project Engineer or Architect, shall fill out completely, sign and submit two (2) copies of the
attached"Structural Tests and Inspection Schedule"to this Department for review and approval including
any requirements related to the Mason County Municipal Code.
The Owner, General Contractor, and Inspection/Testing Agency, where applicable, shall also
acknowledge the following conditions applicable to Special Inspection and/or Testing.
1. Inspection/Testing Agency shall submit names and qualifications of on-site Special Inspectors
to the Building Inspection Permit Center for approval PRIOR TO PERMIT/S BEING ISSUED
2. All Special Inspections shall be noted on the approved plans or attached approved
documents.
3. All special inspections shall be approved by the County or as recommended by the Engineer
of Record (EOR).
4. It is the responsibility of the General Contractor to review County approved plans for additional
inspection or testing requirements that may be noted or required per IBC as noted on
approved plans.
5. The General Contractor is responsible for proper notification to the Inspection/Testing
Agency for items listed on this form.
6. Special Inspectors shall provide detailed reports on company letterhead to the Building
Inspector of all required inspection activities. These may also be provided when the inspector
visits the jobsite for the scheduled inspection but must be completed before the subject of
inspection is approved by the building inspector.
7. Copies of all ongoing laboratory and testing reports shall be sent directly to the Building
Inspector by the Inspection/Testing Agency or other responsible party within a reasonable
time to test results.
& BEFORE A CERTIFICATE OF OCCUPANCY APPROVAL CAN BE ISSUED: The
Inspection/Testing Agency shall submit a FINAL REPORT LETTER stating that all items
requiring testing and inspection have been fulfilled and reported and a final inspection report
shall be provided. A copy of the statement is to be maintained at the jobsite for the Building
Inspectors review prior to final inspections.
Page 1 of 4
. 1
Special Inspection Requirements
MASON COUNTY
COMMUNITY SERVICES
Required Special Inspections
International Building Code; Chapter 17:
A completed and signed copy of pages 1 through 4 of this form shall be submitted to the
"Permit Center" prior to building permit approval.
Engineer shall check the applicable items:
❑ Special inspection of fabricated items 1704.2.5
❑ Submittals to the building official 1704.5
❑ Structures over 75' in height located in Seismic Design Category D, 1704.6.1
❑ Structures classified as Risk Category III or IV located in Seismic Design Category D. 1704.6.1
❑ Steel construction& structural Steel 1705.2.1
❑ Cold form steel deck 1705.2.2
❑ Open-web steel joists& girders 1705.2.3
❑ Cold form steel trusses spanning 60 feet or greater 1705.2.4
[21 Concrete construction 1705.3 & Table 1705.3
❑ Shotcrete 1705.3
❑ Welding of reinforcing bars 1705.3.1
❑ Material Tests 1705.3.2
❑ Masonry Construction 1705.4
❑ Empirically designed masonry. glass unit& masonry in Risk Category 1V 1705.4.1
❑ Vertical masonry foundation elements 1705.4.2
❑ Wood construction 1705.5
❑ High Load Diaphragms 1705.5.1
❑ Metal-plate connected wood trusses spanning 60 feet or greater 1705.5.2
❑ Soils 1705.6& Table 1705.6
❑ Driven deep foundations 1705.7&Table 1705.7
❑ Cast in-place deep foundations 1705.8& Table 1705.8
❑ Helical pile foundations 1705.9
❑ Fabricated items 1705.10
Page 3 of 4
Special Inspection Requirements
MASON 0YUNT
COMMI14M 9FRVICES
O Special inspections for wind resistance 1705.11
❑ Structural wood 1705.11.1
Il Wind resisting components 1705.11.3
❑ Cold formed steel light frame 1705.11.2
• Special inspection for seismic resistance 1705.12
• Special inspection for structural steel per 1705.12.1
• Seismic force-resisting systems 1705.12.1.1
0 Structural steel elements 1705.12.1.2
0 Special inspection for structural wood per 1705.12.2
0 Special inspection for cold-formed steel per 1705.12.3
❑ Designated seismic systems 1705.12.4
❑ Architectural components 1705.12.5
❑ Plumbing.mechanical & electrical components 1705.12.6
❑ Storage racks 1705.12.7
O Seismic isolation systems 1705.12.8
O Cold-formed steel special bolted moment frames 1705.12.9
O Testing for seismic resistance 1705.13
❑ Structural steel 1705.13.1
❑ Seismic fore-resisting systems 1705.13.1.1
❑ Structural steel elements 1705.13.1.2
O Nonstructural components 1705.13.2
❑ Designated seismic systems 1705.13.3
❑ Seismic isolation systems 1705.13.4
❑ Sprayed fire-resistance materials 1705.14
❑ Physical and visual tests 1705.14.1
❑ Structural member surface conditions 1705.14.2 (1705.14.3 through 1705.14.6.3)
❑ Mastic& intumescent fire-resistance costings 1705.15
❑ Exterior insulation& finish systems (EIFS) 1705.16
❑ Fire-resistance penetrations and joints 1705.17
❑ Penetration firestops 1705.17.1
❑ Fire-resistant joint systems 1705.17.2
❑Testing for smoke control 1705.18
❑ Testing Scope 1705.18.1
Page 4 of 4
4il
peca Inspection Requirement
NM,NI Il%F]Wt tI
ACKNOWLEDGEMENTS
Prior to issuance of a building permit. the Owner, on the advice of the Project Engineer or Architect, shall
complete.sign,and submit this form to the County Permit Center.
Declaration of Owner
1,as the owner of the project,declare that the testing agency firm/s or individual/s listed herein are hired by me to
perform "Special Inspections" and/or"Structural Testing" in accordance w' h the prov''i of the International
Building code(IBC)Chapter 17.
Flbh u �Z�
Owner(print) Owner(S' lure) (date)
Declaration of Registered Professional Architect/Engineer
1, as the design professional in responsible charge of the project listed herein. declare that the special
inspection listed herein are required for this project in accordance with the provisions of the International
Building Code(IBC)Chapter 17. WA
Yurianto Yurianto, PE o,r
Architect/Engineer(print)
Architect/Engineer Stamp/Signature(date) moo, S6776 �
a05/2023
B Yuri at 10:33:22 AN,41&2023
MTC
Testing Agency Name/Contact 2118 Black Lake Blvd.
info: Olympia, WA
360-755-1990
The Special Inspection/Testing Agency listed above must have a currew Portfolio of Qualifications
on file with the County prier to performing work.
Declaration of the General Contractor
1. as the General Contractor of the project, agree to comply with the"Contractor Responsibilitq" items
noted herein.
General Contractor(print) General Contractor Signature (date
2 4
MATERIALS TESTING&CONSULTING,INC.
Johnston Greenhouse - 23S119 - Compression Test: Concrete: Report #C311761
CLIENT DATE 06/19/2023
PROJECT LOCATION 21 E Wrangler Ridge Road Union WA 98-92 PERMIT#BLD2022-01046
Inspection Information:
Inspection Date: Time Onsite: 09:45 Weather
pARTLY CLOUDY,54
06/19/2023 AM Conditions:
Inspection Performed: 'Compression Test:Concrete
Field Data (ASTM C-31):
Location of Placement: GREENHOUSE FOOTINGS
Sample Location: FROM TRUCK PRIOR TO POUR
Contractor:§0MMIT PRO HOME Subcontractor:NIA Supplier/Plant:MILES/208
Qty Placed Cu 8.50 OF Slump,Inches(ASTM C-143)or WIC 3 Concrete Temp,Yd.:8.50 Ratio: p. °F(ASTM C-1064) 68
Delivery Ticket 1037503 Job Spec.Slump: 4 Ambient Temp, OF:54
Truck#::1081 Air Content, /o(.ATSM C-231): N/A Min Temp, 'F:i N/A
Batch Time: 09 13 Job Spec.Air: N/p Max Temp, 'F: N/A
Sample Time: 10:]5
Mix#and Proportions: 1 8350F/8.50 CY
Cement,lbs.: 3g55 Coarse Agg,Ibs.:;7/8-13� Admixture,oz.lcwt:N/A
Flyash,lbs Ni Coarse Agg,lbs.:PEA#8-2566 Admixture,oz./cwt:N A
Water,gals.: 118.0 Coarse Agg,lbs.:N/A Admixture,oz./cwt:N/A
___
Fine Agg,tbs.: 13680 Coarse Agg,lbs.:N!A Admixture,oz/cwt
4 Gallons of water were added N Prior to sampling
Sample Type & Compression Test Results:
Received 06/21/2023 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39)
Test.
Sampling was done in accordance with ASTM C172.
Lab Tests:
Test Total Sample Sample Comp.
New Log Age Date of Test Load Dim. Area(Sq. Strength Tested By Break ASTM ASTM
# (Days) (Lbs.) (In.) In.) (PSI) Type C-617 C-1231
04169 7 06,26/2023 50,615 3,98 12.44 4,070 Madison Miller 2 0
04170 28 07,1 /2023 70,212 3.98 12.44 5,640 Renton Gordon 2 ❑
04171 28 07t17/2023 75,044 3.98 12.44 6,030 Renton Gordon 2 0
04172 28 07/17'2023 74,012 3.98 12.44 5,950 Renton Gordon 2 11
04173 8 06/2'/2023 0 0 0
REQ'D 28 3000
Remarks:
Average 28 day compressive strength= 5870 psi.
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Environmental•Geotechnical Engineering•Special Inspection•'ion-Destructive Testing•Materials Testing
Burlington OlympialBellinghaml Silverdale iTukwila
360.755.1990
www.mtc-inc.net
Johnston Greenhouse-23SI19,0611912023,#C311761,Page 1 of 2
REPORTED BY: Mark Hite REVIEWED BY:Mark Peterson,Lab Manager
All iewos apply ony to adbtl krsirorrs are maienals 1e ed.Asa W"pntYdbn b garb,Ire p bk aM ourselves.all repot are subnfie0 as ore—fi—bal papally of awr..ne auMoreabon ro�puo�imtion of atatemerxc,conclusions or eiroaar hom or
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Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
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