HomeMy WebLinkAboutBLD2019-01217 SFR - BLD Inspections - 12/9/2024 - ,� INSPECTION CARD
' Mason County
615 W. Alder St. Bldg. 8, Shelton, WA 98584
360-42 7-9670 ext 352
www.co.mason.wa.us
PERMIT# BLD2019-01217 PROJECT ADDRESS 41 E Sunny Woods Dr Shelton, WA 98584
PARCEL# 321167600610 PROJECT DESCRIPTION NEW SFR
OWNER JAMES J CHANDLER ADDRESS 41 E SUNNY WOODS DR PHONE 702-376-1990
CONTRACTOR ADDRESS PHONE
CONTRACTOR LICENSE LENDER
INSPECTION INSP DATE Comments INSPECTION !INSf DATE Comments
Setback Inspection (%r G, r Framing Inspection
Footing Inspection Rough-Plumbing Inspection �\
Foundation Wall-Pre-Pour Mechanical Inspection
Slab Insulation M _ _Z j„4cr' 55 as Ak 11 Insulation Inspection
Underfloor Inspection BLD-Final Inspection
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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.masoncountywa.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER: �jLD Zvlq — DlZ1 1
ADDRESS/LOCATION: 141 E Sy�►Nu t,.JBe�s DY 51,.t �o�
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Items listed above must be corrected to gain compliance.
-91THIS 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: 4R-24-ZZ Please contact our office regarding possible
Department: structural damage incurred by recent
"natural/man made"disasters.This is NOT a
Inspector:�� CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
'Fol L d r%L MCC 14.12
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° 360-427-9670 Shelton ext.352
MASON COUNTY
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: 61--z Za(cc
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Items listed above must be corrected to Qain compliance.
A THIS IS NOT A COMPLETE INSPECTION
N
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.
.Gall 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: "('1i(""2-2— ❑ 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
MCC 14.12
MASON COUNTY 360-427-9670 Shelton ext.352
352
COMMUNITY SERVICES 3 0-275-360-482 52 9 Elma exit.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: &-p2ol q - D 1211
ADDRESS/LOCATION: y j E . SuAA0 wadel.s Dr, SL.,Ati 61
FINDINGS: 3D c
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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 ad �iw.1- Ce,v4/- dlm,— V Cn�i,4
Date: V2,2 J2 3 ❑ Please contact our office regarding possible
Department: ]3LD structural damage incurred by recent
"natural/man made"disasters.This is NOT a
Inspector: 3G CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
INSPECTION RESULTS Page
MASON COUNTY Department of Community Development
COMMUNITY DEVELOPMENT 615 W Alder St, Shelton, WA 98584
Permit Assistance Center,BUHding,Planning (360)427-9670 ext. 352
Application # BLD2019-01217 Application Type NEW SINGLE FAMILY Owner JAMES J CHANDLER
RESIDENCE
Parcel # 321167600610 Site Address 41 E Sunny Woods Dr Shelton, WA 98584
Inspector Inspection Type Date Status Comments
10- -24-JQ
smoke detectors in basement are not indication with upper main floor detectors
A
se correct
Tower door test required post completed WSEC certificate with in 3' of main
electrical panel
I anti tip device on range
Joshua sta graspable handrails on front and rear entry stairs.
Quarders BLD-FINAL INSPECTION 10/30/2024 FAIL all deck tensioning devices on main deck.
rade around dwelling slope grade away from foundation wall and fill all open
trenches
is is not closed please contact EH @ 360-427-9670 X581
��-
CALL FOR RE-INSPECTION WHEN CORRECTIONS ARE MADE BEFORE
PROCEEDING WITH ANY FURTHER WORK
Mason County
fjTri 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
B DD2019-01217 NEW SINGLE FAMILY RESIDENCE
PROJECT DESCRIPTION: NEW SFR ISSUED: 03/16/2020
SITE ADDRESS: 41 E SUNNY WOODS DR SHELTON
EXPIRES: 09/12/2020
PARCEL: 321167600610
APPLICANT: JAMES J CHANDLER OWNER: JAMES J CHANDLER
41 E SUNNY WOODS DR 41 E SUNNY WOODS DR
SHELTON,WA98584-6217 SHELTON, WA98584-6217
702-376-1990
VALUATIONS: FEES: Paid Due
Uncovered Deck 202.00 $3,030.00 Planning Review Fee $240.00 $0.00
R-3 VB Residential, one- 1071.00 $129,848.04 Mechanical Fees $143.00 $0.00
and two-family Mechanical Base Fee $30.00 $0.00
Plumbing Base Fee $25.00 $0.00
Plumbing Fees $113.00 $0.00
State Fee-Residential $6.50 $0.00
Building Plan Review/Change of $110.00 $0.00
Use- Onsite Sewage
Plan Check Fee $838.66 $0.00
Building Permit Fee $1,290.24 $0.00
Total: $132,878.04 Totals : $2,796.40 $0.00
FIXTURES
(sty Mechanical Fixtures Q ty 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
1.0000 Ductless Heat Pump 1.0000 Number of Kitchen Sinks
1.0000 Wood/Gas/Pellet Stove(s) 1.0000 Number of Water Heaters and or Vent
2.0000 Spot Vent Fan(s) 2.0000 Number of Hose Bibs
2.0000 Number of Showers
Printed by Ariane Paysse on:03/16/2020 11:52 AM
Page 1 of 7
Mason County
figMason 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 RESIDENCEBLD2019-01217
COtty Plumbing Fixtures
2.0000 Number of Toilets
3.0000 Bathroom Sink
REQUIRED INSPECTIONS
Setback Inspection Framing Inspection
Footing Inspection Rough- Plumbing Inspection
Foundation Wall-Pre-Pour Inspection Mechanical Inspection
Slab Insulation Insulation Inspection
Underfloor Inspection BLD-Final Inspection
Shearwall Inspection
CONDITIONS
" 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.
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.
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.
" 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.
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.
" 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.
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Page 2 of 7
Mason County
^ Mason County - Division of Community Development
�^ 615 W. Alder St. Bldg.8
��"w•�t���nt��' Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
NEW SINGLE FAMILY RESIDENCE BLD2019-01217
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 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.
" 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.
" 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.
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.
" 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.
* The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more
than 1 50'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 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 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.
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Page 3of7
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 BLD2O19-01217
" 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.
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 181B-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.
" 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.
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Page 4 of 7
Mason County
Mason County - Division of Community Development
!?1 615 W. Alder St. Bldg.8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
NEW SINGLE FAMILY RESIDENCE BLD2O19-01217
" 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.
• All property lines shall be clearly identified at the time of foundation inspection.
• The foundation/footing must be placed on undisturbed, firm-native soil.
• 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.
" 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 by5%. 0.5
3db HIGH EFFICIENCY HVAC EQUIPMENT3d:
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.
1.0
5a EFFICIENT WATER HEATING5a:
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.c
0.5
5c EFFICIENT WATER HEATING5c:
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
1.5
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.
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Page 5 of 7
0
Mason County
Mason County - Division of Community Development
t�l 615 W. Alder St. Bldg.8
`"�•��,��t� Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
NEW SINGLE FAMILY RESIDENCE BLD2O19-01217
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.
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.
Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
" 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.
• On-site Septic System final installation approval required prior to temporary/final occupancy of the residence.
• Owner/builder assumes all responsibility if drainfield/reserve area is encumbered.
A. Drainfield/ Reserve requires a 1 Oft setback from all footing/foundations.
B. Septic tank(s) requires 5ft setback from all footing/foundations.
C. No foundation drains within 30ft, down gradient of drainfield/reserve area.
X
" To perform an inspection the Mason County Building Inspector will need to access the interior of the structure. An
electrical permit completed and approved by Washington State Labor& Industries must be available on-site during the
inspection.
The Mason County Building Inspector will inspect the following: Verify that the system is installed in accordance with
manufacturer specifications-,The inspector will check to make sure that the exterior unit is permanently installed and
supported, the exterior unit complies with required setbacks to property lines, fuel tanks are located at least 10-ft from the
system, a source of ignition,all exterior penetrations are properly sealed,condensate lines are installed and are properly
supported, including proper material, slope, and that the condensate line terminates to a proper location outside of the
foundation, copper refrigerant lines are insulated with '/," thick continuous closed-cell foam insulation or better, indoor units
are located at least 3-ft from smoke and carbon monoxide alarms,and that modifications made to the structure, to install the
unit, does not affect existing structural members.
" All slabs within the heated space shall be insulated to a minimum R-10 for at least 24". Monolithic slabs shall be insulated
around the perimeter from the top of the slab to the bottom of the footing. If slab is heated then entire slab and perimeter are
to be insulated to an R-10. ENERGY CREDIT 1A REQUIRES R-10 AT PERIMETER AND ENTIRE SLAB.
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Page 6 of 7
Mason County
/ Mason County - Division of Community Development
fjf, -
�'� 615 W. Alder St. Bldg.8
Shelton, WA 98584
360-427-9670 ext 352
www.co.masonma.us
NEW SINGLE FAMILY RESIDENCE BLD2019-01217
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 Ordinances governing this type of work will be complied with whether
specified herein or not. The granting of a permit does not presume to give authority to violate or cancel
the provisio of an other stpte/local law regulating construction or the performance of construction.
Issued By:
Contractor or Authorized gent: Date: Z�T�
Printed by:Ariane Paysse on:03/16/2020 11:52 AM
Page 7 of 7
1235 East 4°Avenue Suite 01
Olympia,WA 98506
360-754-9339
Fax 3W352-2044
offwe@mc2-inc.com
MG SQUARED
INCORPORATED
November 10,2022
James Chandler
41 E Sunny Woods Dr.
Shelton,WA 98584
RE: Structural Examination at 41 E Sunny Woods Dr.in Shelton,Washington
Dear James,
On Wednesday,November 9,2022,I visited the site of 41 E Sunny Woods Dr.in Shelton,Washington
upon your request. The purpose of the visit was to examine house framing and address comments from
the Mason County building inspector. I examined the house from the exterior and interior. You were
present during my visit.
The inspector noted that(3)2x8 headers were required. This requirement comes from 2018 IRC Table
R602.7(1). The headers that are installed are either 4x8 or 4x 12 headers. Where the headers are 4x8,you
must add a new 2x8 to the existing 4x8 header nailed with 1 Od nails spaced at 6"on center. Where the
headers are 4x12,no additional work is required as a 4x12 exceeds the required strength.
The house was originally designed to use Structural Insulated Panel(SIP)roof framing. The SIP roof was
not installed. Instead,the roof framing was constructed with 11-7/8"LPI 20 Plus I joists spaced at 24"on
center. The maximum span for these I joists is approximately 12'-6"as the building was built. The
maximum allowable span for these I joists with a 25 PSF snow load is 18%11". The 11-7/8"LPI 20 Plus
I joists are structurally sound as built and no additional structural work is required.
One item I noted which was not addressed by your inspector is the floor framing at the top of the stairs
above the front door. The 11-7/8"LPI 20 Plus I joists floor framing is attached to a 1-1/2 x 11-7/8 rim
board with 2 nails per joist. The rim board is acting as beam spanning approximately 5 feet. Each of the
joists attached to this rim board must be fastened with a Simpson IUS2.56/11.88 hanger. Once this is
complete this area of floor framing will be structurally sound.
If you have any questions,please contact me at(360) 754-9339.
Sincerely,
MC Squared,Inc. K R
Q m
James Farley,PE, SE Q
Principal Engineer 471 98 �
s'ONAI E�
11 / 10/22
STRUCTURAL•FOUNDATION•MARINE
Roof Span Tables: High Pitch (6:12 to 12:12) for 20, 25 and 30 psf Load
TO USE: Series Depth 16'oc 19-2"oc 24'oc
1. Select the appropriate set of tables based on roof pitch. Roof Dead Load—+ 15 psi 20 pst 1 15 psf 20 psf 15pst 20 Pa
2. Select the section of that table that corresponds to the design roof j 9-1i2- 17'-3' 16'-4" 1 16'-2" 15'-4' 118'-1• Tr4r
5'-0' 14'2"
live load(snow or non-snow) i LPI 19 11-7/S' 20-10' 19 8• 19'-r IS'6' it 0'
3. Find a span that meets or exceeds the design span for
the appropriate roof dead load(15 Fist V4sf or 20 psfl-
0" 17'-10" 17'-8" 16'-9" 16'-5"
4. Read the corresponding series,depth and spacing LPI 20PIus 1/-7/8• 1 22'4- 21'-5• 21'a• 20'1• 19'-8- 18'-r
14' 25-10" 24'-6" 24 3" 22'-8" 22'-0" 20'-3'
16• 28'-9• 26'-8• 26'-4• 24'4• 23'-7' 21'-9-
DESIGN ASSUMPTIONS: 9-1/2- 20'-5" 19'-4" 19-2" 18'-2" 17'-9" I6'-9"
1. The spans listed are the horizontal clear distance between supports and 11-7/8• I 24'-4• 23'-0• 22'-10' 21'--r ' 21'-1• 20'-0'
are valid for simple or continuous span applications.Continuous spans 31PMrs
are based on the longest span.The shortest span shall not be less than 14' 27'-7" 26'-1" 25'-11" 24'-6" 23'-Ii" 22'-8-
50%of the longest span. 16' 30'-5• 28'-10' 28'-7- 27--r 26'3• 23-4r
2. The spans are based on uniform gravity loads only as listed for each 11-7/8' 25'-0" 23'-8" 23'-6" 22'-3" 21'-9" 20'-7'
table,including the effects of a 300 lb concentrated load.These spans UPI 36 14' ' 28'-4• 26'-10- 26'-r 25'-Y 24'_-r 23'-4'
have not been evaluated for wind. 16•_ 31A" 29'-7" 29'-4" 27'-10' 27'-2" 25'-0"
3. These tables do not reflect any additional stiffness provided by the roof &t12• YY-8' 21'-5' 21'-3• 20-2• 191
• w4r
sheathing.
4. Live load deflection is limited to L/240. LPI 42PM6 11-7/8' 2T 10 25'-8' 25'-5' 24'-1" 23'-7" 22'-4'
5. Total load deflection is limited to L/180. 16, I 30'-1' 29'-2' 32'-l• 2T-5• ( 2 9'4' 25'-5'
16' 3d'-2" 32'-5' 32'i' 30'-5" 29'-9" 26'-2'
6. The spans are based on an end bearing length of at least 1-3/4"and an 11 7/8' 28'-0' 26'-6• 264 4' 24,11' 24'd' 23'1'
interior bearing length of at least 3-1/7,and are limited to the bearing
capacity for an SPF wall plate(F,1=425 psi). LPI52PIlus 14• 31'-9' 30'-1" 29'-10" 28'-3" 2T-8.. 26'-2"
_ 16• 35'-7 33'4' 33'-1• 31'-4• 30'-r 29-0'
ADDITIONAL NOTES: Hale 29'-0" 2T-5- 2T-3- 25'-9" 25'-2" 23'-1 D"
1. Web stiffeners are not required for the Roof Span tables except when LPI 56 1 14- I 32'-10• 31'-11 30'-10' 29'-2- I 28'-7- 2T-0•
using a"bird's mouth'detail for the low-end Clearing.Web fillers are 16' 36'-3" 34'-4" 34'-1- 32'-3' 31'-6" 28'-0'
required for I-Joists seated in hangers that do not laterally support the top &112' 16'-7" 15'-91 15'-7- MAO' 14'-5' 13'-9'
flange of for hangers that require nailing into the web. 11-7/8' 20'-0' 19'-1' 18'-9" 17'-11" 17'-4" 16'-2"
2 L/240 represents the maximum deflection allowed per code for roof joists 9-1/2• j 18'-i' 1r-r 1r-0• 16'-2• 15'-9• 15•-(r
supporting non-plaster ceilings.Verify deflection limits with local code 11-7/8• 21'_9" 20'-8" 20'-5" 19'-5' 18'-11• 1T-10•
requirements. LPI 20PIas
3. Roof joists shall have a minimum pitch of 1/4"per foot If/A 12)for positive 14• I 24'-10' 23'4• 23'-2• 21'-r 20'-9• 19'4•
drainage. 16• 2T-3" 25'-5' 24'-10' 23'-2' 22'-3" 20'-8"_-
4. Roof applications in high wind areas require special analysis which may 9-1/2• 1914• 181-8• 181-51 1T-6• 1T-0' 16'-2"
reduce spans and may require bracing of the bottom flange and special 11-7/8' 214" 22'-3" 21'-It" 20'-10" 20'-3' 19'-3"
connectors to resist uplift UPI 32Pbs( 14• ' 26'-6- 25'-3• 24'-10• 23'48• 23'-0' 21'-2•
5. For conditions not shown,use the Uniform Roof Load(PLF)tables, 16' 29'-3' 2T-10" 2T-6' 26'-2" 24'-7" 21'-3"
LP's design software or contact your LP'SolidStart'Engineered Wood 11-7/8• 24'-0• 22'-10• 22-r 21'-6' 20'-11' 19'-11•
Products distributor for assistance.
- LPI36 14' '. 27-2' 25'-11" 25'-7' 24'-4" 23'-8" 22'-6"
it 30'-r 28'-r 28'-3- 26'-ii' 26'-r 22'-7-
9-1/2' 21'-9' 20'-9" ' 20'-5" 19'-6" 18'-11" 18'-0"
UP1 Wks 11-7/8, 26'4• 24'-10• I 24' r 23'-4' 22'-8' 21'-7•
ROOF JOIST SPAN 14' 29'-8" 28'-3" 27'-10" 26'-6" 25'-9" 21'_6'
16'__l 32'40' 3/'4• 30'-11' 29'-5• 28'-r 2T-3-
11-7/8' 26-I1" 25'-8' 25'-4" 24'1" 23'-5" 22'4"
UN 52PIus I 14- I 30'-r 29'1- 28'-8• 2T-4• 26'-r 25'4-
ac 16' 33'-10' 32'-3" 31'-9" 30'-3' 29'-5" 28'-0'
agQ 11-7/8,T 27'-10' 26'-r 26'-2• 24'-11• 24'-3' 23'-1-
�e LPI56 14" '.. 31'-7' 30'-1' 29'-8" 28'-3" 27'-5" 25'-4"
16' 34'-10• 33'-2* 32'-9' 31'-2' 29'-31 25'-4'
_m
16'-0" 15'-4" 15'-0' 14'-5' 13'-11" 13'-4"
17-41- W-4- 111'-2' 17'-3' 16'-6" 15'-5•_
12 9-1/2' 17'-6' 16'-9" 16-5" 15'-8" 15'-2" 14%6'
Wks 11-7/8• 21'-0- 20'4' 19'-8' 18'-10• ( 18'-2' IT-O'
14• 24'-0" 22'-8" 22'-0" 20'-8' 19'8" 1S'-5'
-111 ► 16- 25'-i1- 24'-3• 23'-7• 27-1- 21'4' 19'3•
Horizontal 9-1/2' 19'-0" 18'-1" 17'-9" 17'-0" - 16'-5" 15'8'
Span 11-7/8• 22'-r 21'-7• 21'-Y 20'-3' W-r 18'-81
LPI32PIus 14' 25'-7" 24'-5" 24'-0" 27-11' 22'-l" 19'-4"
16•_ 28'-3• 2T-0• 26'-6- 24'4• 27-2- 19'-5-
11-7/8' 23'-2" 27-2" 21'-9" 20'-10' 20'-2" 19'-3'
ACTUAL DEFLECTION - LPI 36 � 14• � 26'-3• 25'-r 24'-8• 23'-r 2Y-to• 20•-r
I 16" _ 29'-0' 2T-9" VA' 25--10- j 23'-6• 20'-8'
BASED ON SPAN AND LIMIT 94ji 1 21'-0• 20'-1' IT-91 16'-111• 16'-3• IT-W
Span(ft) L/380 L/240 L/180 11-7/8• 25'-2' 24--l" 23'-7- 22'-7- 21'-10• 20'-11"
10, 5116" 1/2' 11116" LPI42PIc�s i M• 28-7- 2T-4• 26'-10• 25'-8• 24'-11- 23'-9•
12' I 3/8• i 5/8• I 13/16• 16• 31'-9" 30'-4" 29'-10" 28'-6" 2T-7" 26'-5"
14' 7/16' 11/16' 15116" 11-7/8' T 26'-0• 2W-10• 24'-5' 23%4• 27-7' 21'-8•
16, I 9/16- 13/16• I 1-1/16- LPI5VM I 14" 29'-6' 28'-3" 27'-9" 26'-6" 25'-8' 24'-7" Y-
18' 5/8" 7/8' 1-3/16" 16• 3T4r 31'-3• 30--8- 29'-4' 28'-5' 2T-2'
20- I 11/16• 1- I 1-5/16• 11-7/8, 26'-11" 25'-9" 25'-3" 24'-2" 23'-5" 22'-4'
22' 3/4" 1-1/8' 1-7116" LPI56 14• I 30'-6• 29'-2' 28'-r 2r-4• 26'4' 23'-1•
24' I 13/16• 1.3/16- I 1-5/8• 161 33'-8" 32'-2' 31'-7" 29'-0' 26-5" 23'-2"
26' 7/8" 1-5/16" 1-3/4"
28' I 15/16- 1-3/8- I 1-7/8•
30'
Deflections rounded to the clearest 1/16--
10