HomeMy WebLinkAboutBLD2019-00749 SFR - BLD Inspections - 5/21/2024 INSPECTION CARD
Mason County
615 W. Alder St. Bldg. 8, Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
PERMIT# BLD2019-00749 PROJECT ADDRESS 81 N Canvasback Way Hoodsport, WA 98548
PARCEL# 422055101133 PROJECT DESCRIPTION NEW LOG HOME
OWNER JEROMY ROGERS ET UX ADDRESS KIMBERLY HOCKADAY PHONE 1,775,835.9011
CONTRACTOR ADDRESS PHONE
CONTRACTOR LICENSE LENDER
INSPECTION INSP DATE Comments INSPECTION INSP DATE Comments
Setback Inspection "JZ / -2 i-) Rough-Plumbing Inspection S(jtzz ,
Footing Inspection ,jTL ( --75 Mechanical Inspection L 217A
Foundation Wall-Pre-Pour & Insulation Inspection h/4 ( Pe �l
Underfloor Inspection _�L{- BLD-Final Inspection 'L\
Framing Inspection
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MASON COUNTY 360427-9670 Shelton ext.352
360-275-4467 Belfair ext.352
UQ) COMMUNITY SERVICES 360482-5269 Elma ext.352
Building,Planning, Environmental Health,Community Health
615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us
CORRECTIONANSPECTION REPORT
PERMIT/CASE NUMBER: 190-2 j 19 —00 749
ADDRESS/LOCATION: 81 nJ luau l•nnA spn rl-
FINDINGS: l) rracr"N" Ik as tan - DcDnr - �'-,`� IoLw-k ail
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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
Date: 7/24 lZ Z ❑ Please contact our office regarding possible
Department: JLD structural damage incurred by recent
Inspector: Sg "natural/man made"disasters.This is NOT a
CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
MASON COUNTY 360427-9670 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.masoncountywa.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER: 91,D Zo I I — QQ?q I
ADDRESS/LOCATION: ( AJ ['avi Uc�s �aLk (,ya l-I6Oc��,,�-�-
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Items listed above must be corrected to fain 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.
r'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: 7,'1 Please contact our office regarding possible
Department: 15 Z�D structural damage incurred by recent
"natural/man made"disasters.This is NOT a
Inspector: rL CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
MASON COUNTY 360-427-9670 Shelton ext.352
`. 360-275-4467 Belfair ext.352
COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352
Building,Planning,Fire Marshal
615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov
CORRECTIONANSPECTION REPORT
PERMIT/CASE NUMBER: 1SLt7 20 i A -007 Lt 9
ADDRESS/LOCATION: `SI N Wj2d4 A06A s �
FINDINGS: (1) InAtrb,- S-I-ru l rs ��- 3 u'1� p 4 Add
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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
Date: I I I`/ I23 ❑ Please contact our office regarding possible
Department: 15L,17 structural damage incurred by recent
"natural/man made"disasters.This is NOT a
Inspector: �� CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
S
Mason County
Mason County - Division of Community Development
615 W. Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
FPROJECT
-00749 NEW SINGLE FAMILY RESIDENCE
ESCRIPTION: NEW LOG HOME ISSUED: 10/21/2019
SS: 81 N CANVASBACK WAY HOODSPORT
EXPIRES: 04/18/2020
PARCEL: 422055101133
APPLICANT: JEROMY ROGERS ET UX OWNER: JEROMY ROGERS ET UX
KIMBERLY HOCKADAY KIMBERLY HOCKADAY
TACOMA,WA 98422 TACOMA,WA 98422
1.775.835.9011
VALUATIONS: FEES: Paid Due
Uncovered Deck 352.00 $5,280.00 Mechanical Base Fee $30.00 $0.00
R-3 VB Residential, one- 1858.00 $224,353.50 Mechanical Fees $112.00 $0.00
and two-family Building Plan Review/Change of $110.00 $0.00
Covered Deck/Carport 272.00 $5,984.00 Use- Onsite Sewage
Plumbing Fees $131.00 $0.00
Plan Check Fee $1,251.07 $0.00
Building Permit Fee $1,924.72 $0.00
Planning Review Fee $240.00 $0.00
Plumbing Base Fee $25.00 $0,00
State Fee-Residential $6.50 $0.00
Building Plan Review/Change of $110.00 $0.00
Use- Drinking Water Availability
Total: $235,617.50 Totals : $3,940.29 $0.00
FIXTURES
(may Mechanical Fixtures gty Plumbing Fixtures
1.0000 Dryer Vent(s) 1.0000 Number of Bath Tubs
1.0000 Kitchen Exhaust Hood(s) 1.0000 Number of Clothes Washers
2.0000 Ductless Heat Pump 1.0000 Number of Dishwashers
5,0000 Spot Vent Fan(s) 1.0000 Number of Kitchen Sinks
1.0000 Number of Showers
Printed by.Ariane Paysse on:10/21/2019 12:42 PM
Page 1 of 7
Printed From Masan County DRAC.
Printed from Mason County DMS
Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg. 8
® Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
NEW SINGLE FAMILY RESIDENCE BLD2019-00749
City Plumbing Fixtures
1.0000 Number of Water Heaters and or Vent
2.0000 Number of Hose Bibs
3.0000 Number of Toilets
4.0000 Bathroom Sink
i
REQUIRED INSPECTIONS
Setback Inspection Rough- Plumbing Inspection
Footing Inspection Mechanical Inspection
Foundation Wall-Pre-Pour Inspection Insulation Inspection
Underfloor Inspection BLD-Final Inspection
Framing Inspection
CONDITIONS
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.
" 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.
Printed by:Adana Paysse on:10/21/2019 12:42 PM
Page 2of7
Printed From (Mason County DIMS
Printed from Mason County DM S
Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg. 8
Shelton,WA 98584
360-427-9670 ext 352
www co.mason.wa.us
NEW SINGLE FAMILY RESIDENCE BLD2019-00749
* Installation of heating equipment in a single-family residence shall meet the requirements of the current IECC/WSEC
R403, applicable sections of the IRC, and IMC.
Heating equipment shall be sized in accordance to ICC/WSEC, Section R403.7. Heating and design load calculations for the
purpose of sizing HVAC systems are required and shall be calculated in accordance with accepted practice, including
infiltration and ventilation. Design calculations shall be available for inspection during inspection.
Referencing IRC M1601.4, all ducts, air handlers, filter boxes, and building cavities shall be sealed. All joints of duct
systems and seams shall be made substantially air tight by means of tapes, mastics, liquid sealants, gasketing or other
approved closure systems. Closure systems used with rigid fibrous glass ducts shall comply with UL181A and shall be
marked 181A-P for pressure-sensitive tape, 181A-M for mastic or 181 A-H for heat-sensitive tape. Closure systems used
with flexible air ducts and flexible air connectors shall comply with UL181 B and shall be marked 181 B-FX for pressure-
sensitive tape or 181 B-M for mastic. Duct connections to flanges of air distribution system equipment or sheet metal fittings
shall be mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181 B
and shall be marked 181 B-C. Crimp joints for round metal ducts shall have a contact lap of at least 1-1/2 inches (38 mm)
and shall be mechanically fastened by means of at least three sheet-metal screws or rivets equally spaced around the joint.
Closure systems used to seal metal ductwork shall be installed in accordance with the manufacturer's installation
instructions.
Duct tape is NOT permitted as a sealant on any ducts. When ducts are located in unheated spaces the ducts hall be
insulated to R-8
DUCT TIGHTNESS TESTING shall be conducted by person(s)trained to perform such testing. A signed affidavit
documenting test results in accordance to IECC/WSEC Section R403.3.3 shall be provided to the Mason County Building
Department prior to the final occupancy inspection. Affidavit forms are available on at the WSU-Energy Program website
titles, "Duct Leakage Affidavit"or"Duct Leakage Testing Results (Existing Construction)." Duct tightness testing is not
required if the air handler and all ducts are located within the heated space.
' All property lines shall be clearly identified at the time of foundation inspection.
* 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.
Printed by:Mane Paysse on:10/21/2019 12:42 PM
Page 3 of 7
printed From Mason County M
Printed from Mason County DMS
1
Mason County
Mason County - Division of Community Development
tY tY P
i
`- 615 W. Alder St. Bldg. 8
Shelton,WA 98584
\ 360-427-9670 ext 352
www.co.mason.wa.us
NEW SINGLE FAMILY RESIDENCE BLD2019-00749
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.
Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
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.
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.
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.
' 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.
Printed by:Ariane Paysse on:10/21/2019 12:42 PM
Page 4 of 7
Printed From Mason County DIMS
Printed from Mason County DMS
Mason County
Mason County - Division of Community Development
_-< - 615 W.Alder St. Bldg. 8
® Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
NEW SINGLE FAMILY RESIDENCE BLD2019-00749
A permanent certificate, completed by the builder or registered design professional, shall be posted on a wall in the space
where the furnace is located, a utility room, or an approved location inside the building. When located on the elctrical panel,
the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect labek, or toher reqyired
Iabels.The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab,
basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces, U-factors for fenestration-, and the
solar heat gain coefficient(SHGC)of fenestration. Where there is more than one value for each component,the certificate
shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service
water heating equipment, duct leakage rates including test conditions as specified in WSEC Section R401.3& R402.4.1.2,
and air leakage results if a blower door test was conducted.
Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air
changes per hour when tested with a blower door in accordanve with IECC/.WSEC Section R402.4.1.2.
The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution
panel. Air leakage testing is not required for additions less than 500 square feet. Reference IECC/WSEC R402.4.1.2.
Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2015 Certificate" and are
available in''/.or'/z sheets. The Mason County Permit Center will also have some available.
* 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.
* Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer
specifications and in accordance with IRC Section R315.
Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level
of the dwelling.
EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations (including addition or alteration of
fuel burning appliances), repairs, or additions requiring a permit occur,or when one or more sleeping rooms are added or
created.
* 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.
* 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.
* A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance
with IECC/WSEC Section R404.1.
* 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.
* 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.
Printed by.Anane Paysse on.10/21/2019 12 42 PM
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Printed From Mason County DMS
Printed from Mason County DMS
Mason County
i
Mason County - Division of Community Development
615 W. Alder St. Bldg_ 8
Shelton, WA 98584
-- 360-427-9670 ext 352
www.co.mason.wa.us
NEW SINGLE FAMILY RESIDENCE BLD2019-00749
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.
" 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.
" 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.
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.
" 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.
Adopted IECC/Washington State Energy Code Compliance has been approved as follows:
Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C, Window(Max U-
Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation
R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10.
1a- EFFICIENT BUILDING ENVELOPE 1a:
Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.28
Floor R-38
Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab
or
Compliance based on Section R402.1.4: Reduce the Total UA by 5%.
3d- HIGH EFFICIENCY HVAC EQUIPMENT 3d:
Ductless Split System Heat Pumps, Zonal Control: In homes where the primary space heating system is zonal electric
heating, a ductless heat pump system shall be installed
and provide heating to the largest zone of the housing unit.
5a- EFFICIENT WATER HEATING 5a:
All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less.All other lavatory faucets
shall be rated at 1.0 GPM or less.
5c-EFFICIENT WATER HEATING 5c:
Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.91
or
Solar water heating supplementing a minimum standard water heater. Solar water
heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification
Corporation (SRCC)Annual Performance of OG-300
Certified Solar Water Heating Systems
or
Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate
Specifications for Heat Pump Water Heaters
Printed by Anane Paysse on 10,21I2019 12.42 PM
Page 6 of 7
Printed From Masan County CI r
Printed from Mason County DIMS
Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
NEW SINGLE FAMILY RESIDENCE BLD2019-00749
* The foundation/footing must be placed on undisturbed, firm-native soil.
• 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.
* 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.
* 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.
* 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.
* Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel.
RR5
* Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or
given an equivalent type of erosion protection (silt fencing or straw matting).
* Height of structure not to exceed 35 feet from average grade.
* Under-floor inspection required prior to the installation of floor sheathing. Please contact the Mason County Building
Department to schedule this required inspection.
I hereby certify that I have read and examined this application and know the same to be true and correct.
All provisions of Laws and-Qldinances governing this type of work will be complied with whether
specified here'n or he gran r of a permit does not presume to give authority to violate or cancel
the provision n other state/loc law regulating construction or the performance of construction.
Issued By
Contractor or Authorized Agent: (� Date: Q 'Z bi
Pnnted by.Anne Paysse on:10/21/2019 12:42 PM
Page 7 of 7
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Adjustable Structural Supports Since 1951.
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11/5120 1 9 Adjustable Heavy Duty Steel Lifting Shores I Ellis Manufacturing Co.
the appropriate.Ellis Heavy Duty Steel Shore, set shore in place, use 1 " Steel Adjustment Rods
(/products/1-steel-adjustment-rods) to adjust height (not included). Once shore is in place
and adjusted to desired height simply tighten set screw (on side of nut) to lock nut to set shore
for permanent support solution. These shores are also know as jack posts.
Demonstration Video
Ellis Manufacturing Heavy Doty Steel Shore
Specifications
Top Plate - 8"x8"x1/2", 4 - Holes 9/16" Dia., spaced 1 " OC from edges. Tops are
Interchangeable with Custom Sizes upon request.
Acme Screw - 2.875" Dia., Approx. 4 Acme Threads per inch, Galvanized, Length varies.
Adjustment Nut - Forged and Galvanized for durability, 6" Wide. 4 - 1.063" Dia. Holes as
leverage points to make adjustment with 1 " Dia. Turning Rod (Item #'s BJTB-12, BJTB-24,
BJTB-36, BJTB-60) (http://ellismanufacturing.com/collections/all/products/1-steel-
adjustment-rods).
Thrust Bearings & Safety Lock -This patented design, found in Light and Heavy Duty Steel
Shores, greatly reduces the amount of friction caused when adjustment to the nut is made when
the shore is under load and significantly increases its jacking capability. Unlike the standard steel
shore, thrust bearing shores are built as one complete unit to aid in uplift resistance and do not
come apart. We have also addeed the Safety Lock set screw in the side of the nut. When
t � ,. Q1Y1, t�NIc�gy ,mn nu l...OUl�or for permanent or long term shoring
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11/5/2019 Adjustable Heavy Duty Steel Lifting Shores I Ellis Manufacturing Co.
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3" Sch. 40 Pipe - 3.5" OD, 3.068" ID, Length varies.
Base Plate - 8"x8"x1/2", 4 - Holes 9/16" Dia. spaced 1 " OC from edges. (Custom base
available upon request)
*All Load Capacities include a 2.5 to 1 Factor of Safety.
*Steel Shores should be attached to a flat solid foundation and should not be subject
to any lateral force. Heavy Duty Steel Shores should be used to support straight
vertical loads only. We recommend tightening set screw in the side of the 4 hole nut
with 6mm alien wrench prior to loading (unless lifting). Do not extend screw past
advertised adjustment range. Before construction begins it is recommended that you
consult with certified engineer for approval of our products within your application.
Shop Drawings and CAD Blocks:
Item Number Shop Drawing (.PDF)
STL-10HD STL-10HD Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-10HD
STL-13HD STL-13HD Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-13HD
STL-19HD STL-19HD Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-19HD
STL-31 HD STL-31 HD Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-31HD
STL-55HD STL-55HD Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-55HD
STL-79HD STL-79HD Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-79HD
STL-103HD STL-103HD Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-103f
STL-127HD STL-127HD Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-1271
STL-151 HD STL-151 HD Shop Drawing (https://cdn.shopify.com/s/files/1/0841/3315/files/STL-1511
Need Assistance?
We have a dedicated staff available to answer your questions and help you find exactly what
you're 400king for.
1* (800) 654-831 1 (tel:8006548311)
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https://ellismanufacturing.con-dproducts/heavy-duty-steei-shores
• 11/5/2019 Light Duty Steel Lifting Shores I Ellis Manufacturing Co.
Adjustable Structural Supports Since 1951.
MANUFACTURING
COMPANY INC.
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$ 12492 per STL-10 51 reviews
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Printed From Mason County DMS
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111512019 Light Duty Steel Lifting Shores I Ellis Manufacturing Co.
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The Ellis Light Duty Steel Lifting Shore is an adjustable structural support system with patented
thrust bearings to increase lifting capacity under load by up to 10x. These lifting jacks can be
used for temporary or permeant support with up to a 20,000 Ibs safe load rating. They have
endless applications but here are some examples : additional support in crawl spaces and attics.
Support under: floors, ceilings, decks, staircases, wood, steel, concrete beams and slabs.
Availability: In stock
Type Select an option Quantity
Make Selection
Item 4 Range Of Adjustment Safe Load Capacity Weight Price
STL-10 10" to 14" 20,000 Lbs. 16 lb $124.92
STL-14 14" to 22" 18,000 Lbs. 18 lb $129.66
STL-22 22" to 38" 16,000 Lbs. 22 lb $153.38
STL-38 38" to 62" 12,000 Lbs. 32 lb $162.87
STL-62 62" to 86" 8,000 Lbs. 39 lb $185.01
STL-86 86" to 110" 5,000 Lbs. 45 lb $216.63
STL-110 1 J(P' to 134" 3,000 Lbs. 52 lb $248.26
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Product Overview
All, Ellis Light Duty Steel Lifting Shores now come with the 4 lug lifting nut. Used the 3/4"
Diameter Steel Adjustment Rod (https://ellismanufacturing.com/products/mini-ld-turning-
bar) to lift loads up to 20,000 lbs.
The a nted Ellis Thrust Bearings on the Li ht Duty Lifting Shores enable these shores to lift up
""�i'11� x �� etl �lt Duty Steel Shores (w/o bearings). Adjustable
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11/5/2019 Light Duty Steel Lifting Shores I Ellis Manufacturing Co.
structural support column for temporary or permanent support with a patented nut housing tiny
thrust bearings to allow for easier adjustment under load and jacking weight with significantly
less force. Add any length 3/4" Diameter Steel Adjustment Rod
(https://ellismanufacturing.com/products/mini-ld-turning-bar) for extra leverage and lift up
to 20,000 lbs.
In the product animation below you will notice the thrust bearings inside the nut. The bearings
greatly reduce the amount of friction when the Steel Shore with Roller Bearings - house jack
handle is turned to adjust the height under load.
Unlike the Standard Steel Shore, these with Roller Bearings are built as one complete unit to aid
in uplift resistance and do not come apart. Furthermore, we've added a "set screw" in the side
of the nut, and when tightened clown locks the adjustment handle in place for permanent or
long term shoring applications.
The b" x b" top plate is attached with a clevis pin and interchangeable with different shapes and
sizes. Click here to see a few of the different tops to choose from: STEEL SHORE TOPS
(/collections/related-to-light-duty-steel-shores).
*All Load Capacities include a 2.5 to 1 Factor of Safety.
Demonstration Video
Ellis MFG Co STL-22 Light Duty Steel Lifting Shore (New 4 Hole Nut Design)
Specifications
N j�lmj - r c r�iljty, gal?" . Houses tiny thrust bearings to allow for much
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11/5/2019 Light Duty Steel Lifting Shores I Ellis Manufacturing Co.
easier adjustment under load. Lockable with safety lock set screw (included) for permanent use.
Top plate - 3/8x6x6" Steel Plate, 4- 3/8" holes (Attaches with clevis pin and Interchangeable
with custom U Heads.) See below for more adjustable top plate options.
Base Plate - 3/8"x6" x6", 4- 3/8" Holes (welded to 2" Sched. 40 Pipe). Custom sizes available
Acme Screw - 1-7/8" Dia. (Lengths vary).
Pipe - 2" Sced. 40 (Lengths vary).
Shop Drawings:
a
Item Number Shop Drawing (.PDF)
STL-10 STL-10 Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-10_4Hol
STL-14 STL-14 Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-14_4Holt
STL-22 STL-22 Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-22_4Holf
STL-38 STL-38 Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-38_4Holt
STL-62 STL-62 Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-62_4Hol(
STL-86 STL-86 Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-86_4H011
STL-110 STL-110 Shop Drawing (https://cdn.shopify.com/s/files/l/0841/3315/files/STL-110_4H
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Interchangeable Top Plate Options:
• Flat Plate (http://ellismanufacturing.com/collections/related-to-light-duty-steel-
shores/products/stl-fp6x6?variant=7534826177) - Standard with any Light Duty Steel
Shore
• Lumber U-Head (http://ellismanufacturing.com/collections/related-to-light-duty-steel-
shores/products/lumber-u-head-for-light-duty-steel-shore) - Compatible with Light Duty
Steel Shores and is intended to be used to secure to a horizontal 2x4, 2x6, 4x4, 4x8,
6x6 etc. lumber beam.
• Pivot Flat Plate (http://ellismanufacturing.com/collections/related-to-light-duty-steel-
shores/products/stl-pcfp?variant=7534898369) - This 6" square plate is intended to j
secure your Light Duty Steel Shore to a beam being supported and will pivot up to 45
degrees. This product fits on Light Duty Steel Shores only.
• Custom Top Plate shapes and sizes specific to Light Duty Steel Shores upon request
(800) 654-8211 or store@ellismanufacturing.com (ma ilto:store@ellismanuf act uring.com).
' Intg l'Sh► sF� �+ aft �tlu� arf/Mid foundation. Steel Shores should not be
https://ellismanufR(UH 4` 6in/ptoducts/light-duty-steel-shores 4/10
INSPECTION SLIP
Applicant: JEROMY ROGERS ET UX Permit#: BLD2019-00749
Primary: JEROMY ROGERS ET UX Type: VCVV J t"HlVIIL7
oc c1n17incn�f-c
Site Address: 81 N Canvasback Way Hoodsport
Inspection Type: ROUGH-PLUMBING INSPECTION Directions:
Inspection Date: 07/21/2022
Notes: combo
11/5/2019 Light Duty Steel Lifting Shores I Ellis Manufacturing Co.
subject to any lateral force. Steel Shore should be used to support straight vertical
loads only We recommend tightening set screw in the side of the nut with 6mm allen
wrench prior to loading. Do not extend screw past advertised adjustment range. Do
not exceed max safe load capacity. Before construction begins it is recommended that
you consult with a certified engineer for approval of our products within your
application.
Need Assistance?
We have a dedicated staff available to answer your questions and help you find exactly what
you're looking for.
• (800) 654-831 1 (tel:800654831 i)
• Em a l I US (/pages/contact-us/#conFormTop)
Are You a Supplier?
Apply to become an Ellis Manufacturing distributor and get access to volume pricing discounts.
Apply Here (http://ellismanufacturing.com/pages/supplier-signup)
Related Products
(/p1le tions/related-to-light-duty-steel-shores/products/mini-ld-turning-bar)
$17.39
Printed From Mason County DIVI
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