HomeMy WebLinkAboutBLD2019-00337 Final SFR ADV2019-00037 - BLD Permit / Conditions - 8/12/2019 � s
MASON COUNTY615 W.Alder St.Bldg 8,SHELTON,WA 98584
-f COMMUNITY SERVICES SHELTON:360-427-9670,EXT 352
BELFAIR:360-275-4467,EXT 352
Budding,Plane un4,Envicnnnrental health,Community H-1ffi
' ELMA:360-482-5269,EXT 352
www.co.mason.wa.us
INSPECTION CARD AND CERTIFICATE OF OCCUPANCY*"
To schedule an inspection call or visit http://www.00.mason.wa.us/community-servicestbld-inspecbon.php
Permit Number BLD2019-00337 Date Issued 08/12/2019 Issued By
Project New Single Family Residence
Site Address 7241 NE TAHUYA BLACKSMITH RD
Applicant BILL HANSON ET UX
Contractor
Contractor Phone
Primary Code UPC IBC, IRC,IFC,IEC,IMC,& Type
Permit Type NEW SINGLE FAMILY RESIDENCE 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 /'T 10 Slab
Footing Peri et r Point load Footing
Footing Interior gyp( Footing Decks/Porches
Foundation Stem all /Z-Zp -lq J'2. Other
Rough-In Groundwork Plumbing Framing ;-�
Groundwork Mechanical Plumbing w5 .-I_C,_L,
Groundwork Gas Pipe Mechanical IA-Lk
Gas Piping . --1,2 'KiiShear Wall Nailing
Underfloor CY
9--) R(C�> O
Other az?AN�_ 4_U
Insulation Slab Ceiling
Floor Vs ` -L\-L1 Vaulted Ceiling Cj�;j l.L\-1A
Walls �, _ Vapor Barrier
Other
Wallboard
Interior Wall Brace Panels Fire Walls s
Nailing `!
Other
Final Building 2-L 1�
Manufactured Setbacks Setup
Home
Concrete Foot/Runners Final
Other
MASON COUNTY 360-427-9670 Shelton ext.352
COMMUNITY SERVICES 36 60-482-52 Belfair ext.352
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.] 2. ,C( - 002)a�
ADDRESS/LOCATION:�
FINDINGS:
r -
br LG :Vle
r
rP C
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 C QVCAn C�j V?�0 slc4a
Date: L�-7—CA-Z-Z- ❑ Please contact our office regarding possible
Department: L n structural damage incurred by recent
Inspector: jib r Z'S "natural/man made"disasters.This is NOT a
CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
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
B DD2019-00337 NEW SINGLE FAMILY RESIDENCE
PROJECT DESCRIPTION: NEW SFR ISSUED: 08/12/2019
SITE ADDRESS: 7241 NE TAHUYA BLACKSMITH RD BELFAIR
EXPIRES: 02/08/2020
PARCEL: 223047790131
APPLICANT: BILL HANSON ET UX OWNER: BILL HANSON ET UX
IRENA REYNOLDS-HANSON IRENA REYNOLDS-HANSON
SILVERDALE,WA 98383 SILVERDALE,WA 98383
1.360.362.6454 tf„
.._. .....
ARCHITECT: SHARON BOOKER
18732 NESS PL
RETSIL, WA 98370
1.360.779.4880
VALUATIONS: FEES: Paid Due
U VB Utility, miscellaneous 684.00 $32,695.20 Plumbing Fees $159.00 $0.00
R-3 VB Residential, one- 2080.00 $251,160.00 Planning Review Fee $240.00 $0.00
and two-family State Fee-Residential $6.50 $0.00
Uncovered Deck 741.00 $11,115.00 Building Permit Fee $2,343.60 $0.00
Covered Deck/Carport 406.00 $8,932.00 Building Plan Review/Change of $110.00 $0.00
Use - Onsite Sewage
Plan Check Fee $1,523.34 $0.00
Mechanical Fees $299.00 $0.00
._�. Plumbing Base Fee $25.00 $0.00
Mechanical Base Fee $30.00 $0.00
Total: $303,902.20 Totals : $4,736.44
FIXTURES
(sty Mechanical Fixtures Sty 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 Dishwashers
1.0000 Furnace(s) 1.0000 Number of Water Heaters and or Vent
4
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* Page 1 of 7
_ pk
Mason County "
;'A
r Mason County - Division of Community Development
615 W. Alder St. Bldg. 8
-- Shelton-,WA,-c 84- ---
360-427-9670 ext 352
www.co.mason.wa.us
NEW SINGLE FAMILY RESIDENCE BLD2019-00337
(sty Mechanical Fixtures (sty Plumbing Fixtures
1.0000 Heat Pump(s) 2.0000 Number of Kitchen Sinks
1.0000 Liquid propane tank, above ground tank, below 2.0000 Number of Showers
ground fuel storage tank (Residential Only) 2.0000 Number of Toilets
1.0000 Wood/Gas/Pellet Stove(s) 3.0000 Bathroom Sink
3.0000 Spot Vent Fan(s) 6.0000 Number of Hose Bibs
-4.0000 Gas Outlet(s) (1-5)
REQUIRED INSPECTIONS
;
Setback Inspection Rough- Plumbing Inspection
Footing Inspection Mechanical Inspection
Foundation Wall-Pre-Pour Inspection Insulation Inspection
.._. ... . ....... ......
Shearwall Inspection BLD-Final Inspection
Framing Inspection
-y CONDITIONS
* 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.
* 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.
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.
R setter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No
R t� n one extension may be granted.
"urface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties no
Orpase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. .
" All property lines shall be clearly identified at the time of foundation inspection. ---
__ ._w . _. .. . . ______________.
* 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.
* 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
A1l4mnstruction must meet or exceed all local and state ordinances in addition to the International Codes requirements as-►
ivldopted 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. s .
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Page 2 of 7
a Mason County
Mason County - Division of Community Development
615 W. Alder St. Bldg. 8
Shelton, WA 98584
---_—--------- 360-427=9670-ext352__-
www.co.mason.wa.us
NEW SINGLE FAMILY RESIDENCE BLD2019-00337
" 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.
* Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer
specifications and in accordance with IRC Section R315.
„ lafms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each
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 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.
" 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.
* 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.
4
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Page 3 of 7
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 BLD2019-00337
* 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 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.
* 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,
andair 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 ;s
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
Y„ available in '/4 or'/2 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
615 W. Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
NEW SINGLE FAMILY RESIDENCE BLD2O19-00337
* 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.
* 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
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.
Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
' 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.
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Page 5 of 7
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 BLD2019-00337
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.
* 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.
* The foundation/footing must be placed on undisturbed, firm-native soil.
* 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.
* 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.
* 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.
* 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.
* 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.
*k�WIND LOADS - Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic
:W1 4 speed for Mason County is 85 MPH.
No clearing within the shoreline buffer. Buffer is waterward of the Common Line. A trail limited to four feet is allowed as
long as no trees greater than 6" dba are cut. V
* 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
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k Page 6 of 7
\ Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
NEW SINGLE FAMILY RESIDENCE BLD2019-00337
" On-site Septic System final installation approval required prior to temporary/final occupancy of the residence.
* A separate inspection in addition to the inspections required in the IBC, Section 110 shall be required in accordance with
the 2015 IBC, Section 1705.12.2 and Section 1707.1. The additional inspection is required when shear wall fastener
spacing is required to be 4 inches or less. The shear wall schedule shown on sheet S2 designate wall(s)type 3, 4, and 5
with fastener spacing 4 inches or less.
The required inspection may be performed by the Mason County Building Department, a WABO certified inspector, certified
to inspect lateral connections, the Engineer of record (EOR), or an authorized representative of the (EOR). The special
inspectors duties and responsibilities shall be as specified in Chapter 17. When a third party inspector is used to perform the
inspection, special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton,
WA 98584 and also available on site for review by the Building Official. Inspection reports shall be completed and submitted
to the Mason County Building Department in a timely manner and shall be submitted prior to the framing inspection of said
project.
1 hereby certify that I have read and examined this application and know the same to be true and corre�cw
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 provisions of any other state/local law regulating construction or the performance of construction.
Issued By:
Contractor or Authq ize Agent: - Date:
apl9d by:Genie Mcfarland on:08/12/2019 10:19 AM
Page 7 of 7
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Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 2 of 2)
Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity.
Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater
Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website:
httD//www.CO.mason.wa—us/code/commissioners/l*ndex.htn
n 1 2��
Please follow the links to "Title 14, Chapter 14.48 Stormwater Management". APR
Regulated activities shall be conducted only after Mason County Public Works approves a stormwater�si�SpIV Alder Str t
(Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document
entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist
you in preparing the necessary information and plans for Public Works to review and approve. Per Department of
Public Works this document will constitute an approved plan if all of the relevant details*are to be installed in
their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health
information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval.
A design by a registered professional may be required for more complex sites.
*These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan
on the pages that begin with"Handout"
PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE
A) V/ The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed
in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel.
B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the
system will be located as not to adversely affect any septic systems on this,or any other,parcel.
If you have finther questions pertaining to parcel drainage and stormwater management Mason County's Public Works
Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at:
Phone: 360-427-9670 e)d 450
100 W. Public Works Dr
Shelton.WA 98584
If this development has,or will have,a septic/drainfield system you may need to contact 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 Mason
County Division of Environmental Health can be reached at:
Phone: 360-427-9670 ext 400
415 N. 6th St— Bldg #8 lower level
Shelton.VVA 98584
A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met
prior to a request for final inspection of the building permit.
Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review and inspection as may be required.
X�,2t'AA .,P Owner/Agent/Contractor(circle one)Date:
Page 2of2
Namel 1 l 6i 1), GW1C) I re 11 6L-- Parcel#7��, ��.-9(5��j l BLD#
1AatA 56,,--- Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet(page 1 of 2)
Per Mason County Code,Title 14, Chapter 14.48 a stormwater site plan is required whenever a building application is
made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface'.
'Redevelopment means, on an already developed site,the creation or addition of impervious surfaces,structural development
including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not
part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment.
'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas,
concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the
natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces.
To Calculate Impervious Surfaces Please Complete_This Table
Surface Type Length X Width = Area *All dimensions in feet
Buildings X =
1 Y X (p—� = Measurements for buildings are taken at the
perimeter of the farthest projections (example:
r X = D eaves/gutters)
X =
Driveways X
4'—�p't X 1 I = L?6 166Length of drive begins at the right of way
X =
Parking Areas X =
X = Any paved, gravel or packed area per definition
above table
X =
PatiosNVal � X /0 Grp = 2
5Lt X Z �U _ Any paved, gravel or packed area per definition
Q -
- above table
Others X =
6evex i/ X FL = If the total impervious area of the proposed site
r = development is greater than 2000 square feet'a
Small Parcel Stormwater Site Plan is-Required-
Total Impervious Surface Area m of all areas) -7 3o5L
If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read, acknowledge and sign below.
Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity.
Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor,I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review and inspection as may be required.
X ,� � `� ✓ Z!rQ-caner/Agent/Contractor(circle one)Date:'Y
If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign
the information provided on page 2 of 2.
Page 1 of 2
ING Mason County WA GIS Web Map
47790142
R 1 12019 223047790142
615
W. Ider Street
�2 1 BLACKSMITH RD
•
47790130 223 047790130
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047790132 2 304779013
223047790120 223 4779012
NE TAHUYA BLACKSMITH RD
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5/15/2019 10:21:41 AM ld n 1, _ �33 �- 1:764
�:u 0 0.01 0.01 0.02 mi
County Boundary AE . .T4���
0 0.01 0.02 0.04 km
Site Address (Zoom into 1:5,000) AE FLOODWAY
❑ Tax Parcels (Zoom in to 1:30,000) AO
Sources:Esri,HERE,Garmin,Intermap,increment P Corp.,GEBCO,USGS,
FEMA FIRM Map u FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri
OPEN WATER Japan,METI,Esri China(Hong Kong),(c)OpenStreetMap contributors,and
■ the GIS User Community
A ® VE Mason County WA GIS Web Map Application
Richard Diaz i County of Kitsap,Bureau of Land Management,Esd Canada,Esn,HERE,Garmin,USGS,NGA,EPA,USDA,NPS i
MASON COUNTY COMMUNITY SERVICES Permit
PERMIT ASSISTANCE CENTER:
•BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL
615 W.Alder Street,Shelton,WA 98584
Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone
Belfair(360)275-4467-Phone Elma:(360)482-5269
BUILDING PERMIT APPLICATION MM
W PERTY OWNER INFORMATION: CONTRACTOR INFORMATION: AM i �U19
�" Kl�(i,,,,nn�n3o✓1
AME: - fi NAME: t~ C,—, d-0- Alder Streeta. MAILING ADDRES :_ MAIL ADDRES •D. O
CITY.. Ilyor STATE: Z1P:98383 CITY: VL STATE: ZIP:
PHONE#1: PHONE: (p CE :3�- 7'�l 6�(o
PHONE#2: 2- EMAIL: ea) >co Im
EMAIL:® ' L&I REG#
PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER e� 1
NAME Gn EMAIL F��2�Y'0n 1 (1'�('(\Q� `'Ca
MAILING ADDRESS 732 CITY t�1J�L�1atJ�_STATE ZIP $
CELL 0 a
PARCEL INFORMATION: 2 �.
PARCEL NUMBER(12 Digit Number) �-/y" J ZONING rW1Cd e1 e At
LEGAL DESCRIPTION(Abbreviated) 0 FIRE DISTRICT ' Z
SITE ADDRESS Z AI . .. '� R's --..-4,k IZA CITY_
DIRECTIONS TO SITE ADD ES
S 6e K Yya PCB
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 4%: YEPQ NOV
IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply):
SALTWATER❑ LAKE Cg RIVERICREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑
TYPE OF WORK: NEW.( ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc... Ce!&f Jeer L i ]
IS USE: PRIMARY SEASONAL❑ NUMBER OF BEDROOMS b NUMBER OF BATHROOMS oZ+
HEATED STRUCTURE? YES(WboleBldg) YES(Part[,]of Bldg)❑ NO❑
DESCRIBE WORK fN COr Ulre-taA
SQUARE FOOTAGE:(propose+existing)
1ST FLOOR2030 sq.ft. 2ND FLOOR U sq.ft. 3RD FLOOR a sq.ft. BASEMENT G sq.ft.
DECK sq.ft. COVERED DECK11O4 sq.ft. STORAGE sq.ft. OTHER sq.ft.
GARAGE ro . sq.ft. Attachedo Detached❑ CARPORT sq.ft. Attached❑ Detached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
ENVIRONMENTAL HEALTH:
SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ / NEWV EXISTING❑
PLUMBING IN STRUCTURE? YESO NO❑ Ifyes,attach completed Water Adequacy Form
PERIMETERNOUNDATION DRAINS PROPOSED? YES NO[] EXISTING SQ.FT.
EXISTING BEDROOMS PROPOSED BEDROOMS 3 TOTAL BEDROOMS 3
OWNER acknowledges that 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 and 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 legal
representative,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 CONTID UATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
T/ PLIC ION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
COUNTY CODE 14.08.42)
X r 9
Signature of O E ust be signed by the OWNER Date
DEPARTMENTAL REVIEW APPROVED DATE- DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT �f'�7-
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
MASON COUNTY COMMUNITY SERVICES Permit N.'b a b
PERMIT ASSISTANCE CENTER:
•BUILDING •PLANNING •FIRE MARSHAL
615 W.Alder St-Shelton,WA 98584
www.co.rnason.wa.us
Phone Shelton:(360)427-9670 ext.352• Fax:(360)427-7798
Phone Belfair u(360)275-4467• Phone Elma:(360)482-5269 APR 1 1 2019
f•
PLUMBING & MECHANICAL PERMIT APPLICATION
Street
OWNER INFORMATION: ' + CONTRACTOR INFORMATION:
NAME-�(ltif i ( pr1�QstS� tl5o NAME: 1
MAELING;ADD SS: 1 MAILIN .ADDRESS: . 3
CITY:f5 I V ei STATE: ZIP:g0�3 CITY: STATE: ZIP: $
I s`PHONE: PHONE: }-7V-10 b C LL:3W-?3l -t c�S ,6
2"d PHONE:602 EMAIL : V�5
L&I REG# Al NA EXP. 15 22
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number): 9,0 Zoning: rurml r ics C
LEGAL DESCRIPTION(Abbreviated): 3,6 S!EW of 3
SITE ADDRESS: - ( CITY: !('
DIRECTIONS TO SITE ADDRE 00 150 e rAmy, ( o n ,?�ebLr c �1
s.3 t1 - t^Iv
TYPE QF JOB:NEW P b
ADD ALT REPAIR OTHER USE OF BUILDING fyaer'..��.�t ycj
LOCATION OF FIXTURES/UNITS`:-1 sT FLOOR 2ND FLOOR BASEMENT GARAGE_OTHER c t�W{�
PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS 3 �e��fic.rtlirt+�P���� �• t'�
Type of Fixture No.of Fixtures Fees Fuel Type:Electric f` LPG-J--Natural Gas Ductless
Toilets Tyne of Unit No.of Units Fees
Bathroom Sink Furnace e-eLt i
Bath Tubs Heat Pump 1 t� sc-
Showers ;,�, Spot Vent Fan 2,y�1 P 1 hole"e—
Water Heater Propane Tank
Clothes Washer Gas Outlets
Kitchen Sinks Wood/tr4sfPellet Stove ;
Dishwasher J� Kitchen Exhaust Hood 1
Hose bibs Dryer Vent 1
Other Sl n Solar Panel Z>
Other
Base Fee L.? O �+�5 )Yt hse Fee
TOTAL PLUMBING I a4!�I-d r e•C' TOTAL MECHANICAL
OWNER acknowledge 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 OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS
WILL INVALIDATE THE APPLICATION.
X
Sigirattifire of caner Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
r
r►
MASON COUNTY Mason County Permit Center Use:
COMMUNITY SERVICES
615 W. Alder Street.Shelton WA 98584
360.427.9670 ext.352 Date Rcvd o;o
Request for
Administrative Variance for Reduction in the Required Setbacks ($115.00)
For administrative review,the minimum variance on a setback request is 5 feet from the side yard lot
lines and 10 feet for front and rear lot lines or any access easement. Request for further reduction
requires a standard variance. Setbacks are measured from the furthest projection of the structure,
including roof eaves and gutters.
Applicant/Owners: .VVI I I oZYi'1 nn�o 0 Cc re as h. �sd n
Mailing Address: �'.0 � 1311
City: S L v P� State: _ Zip:295 38 3
Telephone:(-a'-C)
Email: Ohl reha �300 mal•
If this reduction is tied to a building permit, please give permit case number.
BLD a26 1 G - DO-2,3 r-�
Parcel Nuniber(s): 2,130` - /7" !O 151 Zoning Rw ul ► ��► rJ�N�
Site Address: SZl l; q
Requested setback variance:
t
—0 t ft. Front ❑ Rear ❑ Side
't � c5
.� -G /1 ft ❑ Front ❑ Rear tSide
Sideft. ❑ Front ❑ Rear
ft ❑ Front ❑ Rear ❑ Side
Front Setbacks—From access easements and road right of ways. Minimum I0 feet.
Rear Setbackv—From the near property line. Minimum 10,feet.
Side Setbacks—From the side property line. Minimum 5.feet except for certain shoreline designations.
An illustrated site plan is required.
Your site plan must show the following: north arrow, abutting street or easements, set backs to all
property lines and existing buildings,slopes, surface water,wetlands, critical areas, septic,well and
driveway. Show all proposed new development.
Edited on 2/18/2016
f '
FRONT AND OR REAR YARD REDUCTION REQUESTS:
For existing lots of record as of March 5, 2002;
You must meet one of the following:
1) One of the following exists on the lot(check all that apply):
N,16 a) steep slopes,wetlands, or streams present;
❑ b) soils that restrict building or septic development;
❑ c) lot width at the front yard line of no more than 50 feet;
❑ d) lot size of no more than one-fourth acre;
❑ e) existing improvements of buildings, septic systems, and well areas.
SIDE YARD REDUCTION REOUESTS:
For existing lots of record as of March 5,2002;
You must meet one of the following:
2) One of the following exists on the lot(check all that apply):
a) steep slopes, wetlands;or streams present;
❑ b) soils that restrict building or septic development;
❑ c) lot width at the front yard line of no more than 50 feet;
❑ d) lot size of no more than one-half acre;
❑ e) existing improvements of buildings, septic systems, and well areas.
Explain how these circumstances preclude a reasonable development proposal from meeting the
setback standard for Rural Residential 2.5, 5, 10, or 20 zones.
i
a D r S U
i I oi''
+o �e, 6.ti
Owner/Agent(please indicate) aJ
Signature Date
Official Use Only I
Approved by: 6 P Date
Denied by: Date
Reason for denial:
Edited on 2/18/201 G
I
Page 1 of 1
Genie McFarland - William Hanson & Irena Reynolds Hanson
From: Genie McFarland
To: sharonlbooker@gmail.com
Date: 5/15/2019 12:11 PM
Subject: William Hanson &Irena Reynolds Hanson � � t+dr!!�,-
Attachments: Hanson.pdf am,
Hi Sharon, I am the permit tech working on the project for the Hanson new single family residence located at
2741 NE Tahuya BLacksmith Road, Belfair.
I need 2 small items confirmed, I am having a hard time finding the contractors Labor&Industries Information,
I checked under the L &I Reg# BWCON142NA &the name Bruce White. Nothing came up.
Attached below I have attached a copy of the front page of the calculations provided with the construction
plans. Just under Design—Analysis Condition and Parameters, the referenced IBC shows 2012, we need this
changed to 2015. The construction plans reference 2015, they just need to match.I did call and leave a message
for George B Wittler, requesting him to call me.
I was hoping you had an e-mail address for AZON Design, sometimes e-mail is quicker.
thanks so much, and please let me know if you have any questions.
APR 1 12019
6jonijo Mcfai rland 615 W. Alder Street
Pormrt T,ochnrcran
6mmOco.mmon.wa,uo ,.
Ln U
360.-02T.96T0 OXt.294
alOoq -rill - TO1'3 I
"'bw
file:///C:/Users/gmm/AppData/Local/Temp/XPgrpwise/5 CDCO20BMasonmail 10016D686... 5/15/2019
Project Name:
Project Address: 7--7 4-1 K�WTK fE/ '-" 'Pi4(AY 47 MA�ct6:6 M__�
Phone Number:
Project Jurisdiction: -H
I
I
Ansal his-C-4 iti mean. - a agte er —
1 i ui d'I iCode: CI 2012 1-— —I—-i_ __
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Azon Design International pllc
17791 Fjord Drive NE
Suite N[40,Poulsbo. WA 98370 t
360-779-6699
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Hazards by Location t
Bearch information
Address: Boitair State Park eelfzir,WA 98528.USA
Coordinates: 47.4300107.-122.6766361
r—
Timestamp; 2019-01-26T16:38:40.131Z
Hazard Type: Seismic
Reference Document: ASCE7-16
Risk Category:
Site Class: A
Report Title: Not specified
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MCER Horizontal Responso Sncctrum Design Horizontal Rosponso Spectrum
.. S■(91 $erg) r
1.20 `{{ 0.80 j
1.00 ` 0.60
i
0.80
0.80 0.40
0.40 ` 0.20
L 0.20
0.00
0 4 5 10 15 Period(s) 0 5 10 15 Period(s)
i
— T-xt exults
Basic Parameters
1` Name Value Description
i
Sg 1.636 MCER ground motion(period=0.2s)
( S1 0.5g5 MCEn ground motion(period=1.0s) _
njS 1.309 Sita-modiflad opacUal eccaleroticn value _
Seer 0,460 Site-modified spectral acceleration value
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Sos 0.873 Numeric seismic dnSn value at 0.2s SA -I
SDI 0.312 Numeric seismic design value at 1.0s SA
I
Additional Information
Name Value Description
SDC D Seismic design category ...._I
F, 0.8 Site amplification factor at 0.2s
i
Fv 0.8 Site amplification factor at t.Os
PGA 0.7 h1CHo peak ground acceleration
FPGA 0.6 Site amplification factor at PGA _
PGAst 0.56 Site modified peak ground acceleration
Tl 16 Longperlod transition period(s)
SsRT 1.638 ProbatrIlistic riskaargatad ground motion(0.25)
SsUH 1.813 Factorad uniform-hazard spectral acceleration(2%probability of excoadance In so years) _
SO 31556 Factored detaminialic ecceleraWn value(D2s)
SiRT 0.565 Probabilistic risk•torgeted ground motion(1.0s)
81 UH 0.662 Factored uniform-hazard spectra!acceleration(28,6 probability of exceedanco in 50 years)
S1D 1.235 Factored dciermini:tic acceleration value(1.03)
PGAd 1.163 Factored detarminisUc acce!srotion value(PGA) —�
nia t sv!i5 x f=;bd hcm GD NOT fore-:f;,Pv SIA c"ccnl orrc rcr,Jrt:fo In i+2s:•ar G •..cac rc mLa::du'Jnp Dr..tell:;)c;:CJ QUGp!On plea.•
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Disclaimer
Hazond loads are provided by the United States Geological Survey Srasm!e Deltign Web EArvica
White the Information presented on this wabsite in believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its
accuracy.The material presented in the report should rot be used or relied upon for any speafic:application without competent examination and verification of Its
accuracy,suitab:Uty and applicability by engineers or other licensed professionals.ATC does not Intend that the use of this information replace the sound
judgment of such competent professionals,having experience and knowledge In the field of practice,nor to substitute for the standard of care required of such
professionals in interpreting and applying the results of the report provided by this websde.Users of the information from this wabsite assume elf liability aASing
from such use.Use of the output of this wabsite does not imply approval by the govoming building coda bodies responsible for building coda approval and A
Interpretation for the building site described by IaUtudeAongilude 10=11on In the report.
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Saarch Information
Address: Balfair Slale Park,Beftr,VIA 98528,USA
Coordinates: 47A300107,-122.6786361
r
Timestamp: 2019-01-26TI6•.35:06.810Z
Hazard Type, Wind
man Results l U
t
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Seoul
14R o
Text Results
ASCE 7-16
67 mm+
MRI%-Year
73
MR123-Year
78 mrr
MRI SO—War 1
MRI 100-Year 82
_ isk Category I 92 i
I I
---r Rick Category
-�11 Risk Category III 1
Risk Category IV 108 r,pn i
—r
ASCE 7-10
J. MRI 10-Year 72 r,r
MR725-Year 79 Tp:+
MR150-Year 85 ,F.n
MRI100-Year S1 srr.
100
Risk Category 1 r c
F�
Risk Category it 110^'
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Wind Speed,V- u:u1 mph (Wind Kip.Figure 6-1)
Bldg.Classdicabon= I iTable 1-1 Occupancy Cal.)
Expn•;ure Category. (Sect.6.5 6)
Ridge Heigltl,hr= " it (hr he)
EO-P Height,he= ui ft.(he lin
1
j Building WI(Itl)- ft.(Nonnal to Building R,dgo)
Building Length= .(. f 1.(Parallel to Building Ridge)
Roof Type- . ^ (Gable or tvlonoslopc:)
Topo factor,Kzt= Clu ;Seel.6.5 7 R Figure 6 4)
Direct l actar.)w = u'' (Table 6 4)
Enrlosed?iY:N) ISert 6 2 f.Figure 6.51
Hurricane Region? ri
(
U li I;churl Kh=2 01'(15 zg)"(2/�)(Table 6.3,Care I b)
then Kh=2.(j1•iz/zg)'(»/a)(Table 6.3,Case lb)
a= 7.D0 viable 6.2)
i
%g 1200.0 iTal)1�•fi?)
Kh 0.40 01=K2 evaluated.,it z h)
f 0.07 (Table 6 1)
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- - Ik/- -
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SHEAR FALLS _!
� 3
1 Y"GWB EA.SIDE OF STUD WITH NO.6-1 Y"SCREWS AT 4"
EDGE AND 12"FIELD ON BLOCKED STUDS AT 16"O.C.-SHEAR !
AT 310 LBS/LF
I�OSB WITH SD NAILS AT 6"EDGE AND 12"FIELD-SHEAR A7 i-
240 LBlLF
OSB WITH 8D NAILS AT4"EDGE AND 12"FIELD SHEAR AT I /
Ys'OSB WITH 8D NAILS AT 3 EDGE AND 6 FIELD-SHEAR AT
540 LBILF
2-Vie OSB WITH 8D NAILS AT 4"EDGE&6"FIELD-SHEAR AT
__�, 690 LB1LF --
x dry.
PLANNERS
I21�
TABLE 2306.3,1--continued
ALLOWABLE SHEAR(POUNDS PER FOOT)FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH
FRAMING OF DOUGLAS FIR-LARCH,OR SOUTHERN PINE'FOR WIND OR SEISMIC LOADING"
1 I BLOCKED DIAPHRAGMS UNBLOCKED DIAPHRAGMS
I Fastonar spacing(Inches)stdlophrogm boundaries(all
MINIMUM cases)at continuous panel edge%parallel to toad
NOMINAL WIDTH I (Cases 3.4),and at all panel odgeo(Cases 5,6) I Fasteners spaced 6"max.at supported edge**
( OF FRAMING
MENDERS AT 0 _.. . 4
COMMON - .... Z,rss .L
MINIMUM MINIMUM ADJOINING
NAIL SIZE I FASTENER NOMINAL PANEL , -Faelansf eryeCing(Inches)at other panel adge%
OR STAPLE PENETRATION. PANEL I EDGES AND , (Cacao 1,2 3 and 4)s Cana 1 All other
HI LENGTH IN FRAMING i TCKNESS; BOUNDARIES° I --�---. r`� -"'--'-I (No unNaCkod edges or configurations
PANEL GRADE 1 AND GAGE (Inches) (Inch) ,I no has) ' a i a 4 -3 ;•continuous joints parallelto load)I(Cason 2,3,4,5 and a).
I'! 16 , i -2 -- 160 1 210 I ^115 �-- 36
0 ( -- 140 -- �.�. 105
/ I..
Gabe I a 3 180 235 355 400 160 120 1
Rd oI 2 25S 340 SUS 575 1 2" 170
0.51 a
3 285 330 570 (AS 235 _ f - 190 j
O/Z i6 , 2 165 225 335 380 150 110 1
Gage 3 190 250 375 � 425 I_•^ 163 125
single no(„ &1(2'!."x' t ) I _ f_ 27U 360 $30 600 _ 240 I80
- --...
and other 0.131") I I !a i 3 300 40(1 i G0(1 G75 — ?65 -— 200
g,ndes _. _ I _.. .._.
covered in ! I Odd(3"x , ` s 2 j 290 385 j 575 655 I 255 190 F
DOC PSI ( /, h. _____._...._
and I'S 2 t 0.148') E 3 i 325 430 650 7335l .�. _290_ _ _ 215
ic•nntinued)
o o , -;
14716 I _ .
1 C3agt I ` 3 180 235 S. 405 16D 120- If
—_
320 425 ' 040 730 285 t 2J5
0.148") 3 360 .. 480 720 _j $20_ 320 340 —'
lsl�16 EE 2 175 235 3m. 400 155 .—._115--.._
Gage 1 4 :(%) I - 265 395 4- f 175 130
-I
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rydrY _ •
vela.
MiTak' 1"NUa I
HARDY FRAME
Shear Wall Systems
SoismFc R-6 5,Ce=4.0 Wind
Not Height HD Bait Dia(in) Applied Axial Allowable Model Number kurnber H an) and Grade a Load Drift at lift at Allowable In.-Plane :Drift at 1lplift at
in Plane Shear s 5�°e
V 6 Ps) V (in) V pbs) Shear V s(ws) V e on) ': V.. QW)
�'
HFXIS-9x8 96 5/8 1 1/8"STD 2.000 770, 0,258, 15,510__. 770y_ 0.258 _ _ ___15,510
1000 2,265 0.133 8,540 2,825 0.165 10.630
7/8"STD 31500 2.160 0.126 8130 2160 0.126 8,130
HFX/S-32x8 96 5/8 6,600 1 360 0.080 5,130 1,360 0.080 5130
/ 1 000 3,000 0.176 11,295 3,000 0.176 11295
7/8'HS 3 500 2.335 0.137 8.795 2.335 0.137 8,795
6.500 1,540 0.090 5 795 1,540 0.090 5,795
1,000 3660 0.117 9,440
7/8'STD 3,500 2,815 0.090 7,270 3,240 0,103 1 8,365
HFX/S•44x8 96 5/8 6,500 1 2,080 0.066 1 5,365 1 2,060 0.066 5,365
1.000 1 4,510 0.144 1 11,645 1 4.510 0.144 11,645
7/8"HS 3,500 3,545 0.113 1 9145 3,545 0.113 9,145 i
6,500 2,380 0.076 1 6.145 2,380 0,076 6.145
HARDYFRAME
Shear Watt Systems
Yap Plates 2x Filler 4x Filler Portal
114 x T Screws 114 x 41/7'Screws 114 x T Screvis 114 K T Scmws.78 Inch _
'Custom Heights Available Panel Heights Include —
Welded Strops
u
iq e Panels installed on wood sill plates have more ductility but,for some —t
1 sizes the allowable shear is less to account for crushing of Wood below.
11 I i •Allowable values In Table 1.2 have been reduced when necessary to Fr — �I
C --- maintain rode drift limit. —
'rood Sig .Because the Brace Frame base is wider,overturning forces cause less �I—
j compression on wood sill.
--`I-- Installation:
•Set bolts 41/4"Irr-hes above concrete
a Moisture barrier(15#felt,Moist Stop,Etc,)recommended when -i—I—�—
installing on treated wood. (— — —
1 PANEL
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Azon ,, PLANNERS , ARCHITECTS ENGINEER,",
�Ok-
�! Jrt
Reynolds-Hanson Residence
2741 N.E. Tahuya Blacksmith Rd.
Belfair, WA 98528
Prepared by and questions to:
Sharon Booker
18732 Ness Place NE
Poulsbo, WA 98370
(306) 779-4880
r
Code
International Building Code(I.B.C.) requirements to be followed: 2015 Edition, with all
applicable codes and authorities having jurisdiction.
Building
TYPE VN
OCCUPANCY GROUP: Rural Residential 5
FIRE ZONE III
Section 1 - General Conditions
The general conditions governing the work set forth in the following specifications and
accompanying drawings shall be the standard form of the American Institute of Architects
(A.I.A.), "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION",
DOCUMENT A503, 2017 edition. Neither the designer, architect, nor the engineers, nor
the owner shall be responsible for: construction means,techniques, sequences or
procedures of the contractor; safety precautions and programs of contractor; the acts or
commissions of the contractor; or the failure of the contractor to carry out the work in
accordance with the contract documents. The contractor and subcontractors shall purchase
and maintain certificates of insurance with respect to workman's compensation,public
liability, and property damage for the limits as required by law. The contractor shall be
responsible for maintaining and supervising all safety precautions in connection with the
work.
The Drawings and Specifications are intended to be complimentary. Any items
referred to in either shall be included in the work. Any items, which are necessary for
completion of the work and are not specifically mentioned or drawn, but are implied in
order to complete the work, shall be furnished and installed as part of the work.
All construction shall comply with the 2015 IBC, UPC, UMC, WSEC,NEC, and all
applicable statutes, ordinances and regulations of the State of Washington, as well as all
City, County, and Federal regulations, ordinances, safety laws and sanitary ordinances. If
the drawings and/or specifications are at variance therewith, the Contractor shall so notify
the Architect immediately.
Contractor shall verify all dimensions. Architect shall be notified of any omissions or
discrepancies in the drawings or of any variations in dimensions or conditions on the site
from those on the drawings, before the start of work. Changes in the work required by
field conditions shall not be made without the approval of the architect.
Structural drawings shall be used in conjunction with Architectural drawings for
bidding and construction. Contractor shall verify dimensions and conditions for
compatibility and notify architect of any discrepancies prior to commencing any work.
All structural systems, which are to be composed of components to be field erected shall
be supervised by the supplier during manufacturing, delivery,handling, storage and
erection in accordance with instructions prepared by the supplier.
Building permit shall be obtained by the owner. Contractor shall arrange and supervise
all inspections.
Contractor shall seal off all work from the rest of the house and shall protect the house
from damage during construction.
Unless noted otherwise, the contractor shall supply all materials, tools, labor and other
items necessary to complete the work. Workmanship and materials shall be of good
quality and work shall be performed in accordance with accepted trade standards. All
work shall be performed in accordance with the best practices of the various trades
involved. All work shall be erected and installed plumb, level, square and true in proper
alignment. Manufactured materials, equipment, etc., shall be installed per manufactures
recommendation, instructions and applicable ICBO reports unless otherwise noted or
instructed. The contractor shall furnish and install all materials and labor required
completing the work. Exclusion of an item or items does not imply omission. Contractor
is to notify the owner of these omissions prior to the submission of bids. The contractor
shall comply with the spirit and the intent of these documents and shall complete the work
satisfactorily. These documents illustrate the minimum standards of construction and the
contractor shall meet or exceed normal construction techniques and standards for a
building of this type.
The contractor or subcontractors shall not precede with any additional work requiring
additional compensation beyond the contract amount with written authorization form the
owner. Failure to obtain authorization shall invalidate any claim for extra compensation.
Contractor shall guarantee all work for one year. All roofing and sheet metal work
shall be guaranteed against defects in design and workmanship for at least two (2)years
from final payment, unless noted otherwise.
The appropriate contractor shall install all items and equipment to be provided by the
owner. Contractor shall notify the owner 30 days before each such item is to be installed,
and the owner will have the item on the site three(3) days before the scheduled
installation. Defective work revealed shall be within the time required by guarantees shall
be replaced by work conforming with the intent of the contract documents, no payment,
either partial or final, shall be constructed as an acceptance of defective work or improper
materials. Substitutions, revisions or changes must have prior written approval by the
architect or owner. In the certain features of construction shall be similar and of the same
character as similar conditions that are shown or called for.
Contractor-initiated changes shall be submitted in writing to the Architect and
structural engineer for approval prior to fabrication of construction. Changes shown of
shop drawing only will not satisfy this requirement.
Verify all existing conditions, member sizes and dimensions prior to beginning
construction, and report any discrepancies to the architect. Contractor shall follow written
dimensions and at no time scale dimensions directly off drawings.
Rough stake building location and contact architect or owner for approval before
digging the footings. Protect existing landscaping to avoid damage where possible, and
do not store materials under the drip line of any trees, which are to be saved. Avoid
severing roots of such trees where feasible. Flag important trees to be saved. Slope grade
away from structure a min. of 2% for 4 feet. Roof and deck downspouts, foundation
perimeter drain line, driveway and patios shall be connected to a subterranean system
which shall drain to daylight on the site.
Store building materials where directed by the architect and/or owner. Provide a
thorough final cleaning prior to final acceptance of the work. All construction debris shall
be removed from the site, and the house shall be cleaned by a professional cleaning
service. The project shall be left completely clean and clear to the satisfaction of the
owner.
Section 2 — Demolition
Contractor shall supply dumpster and remove all debris from premises.
Care shall be exercised to cause no damage to existing structure shown to remain.
Temporarily shore any structural work as required.
Section 3 — Concrete: (see notes & specifications provided on drawings and
in Azon's Specifications)
Concrete work shall conform to the"Building Code Requirements for Reinforced
Concrete",ACI 318-83, except where local building code requirements are more stringent,
in which case the local code shall govern.
Concrete shall be composed of Portland Cement, fine aggregate, course aggregate and
water mixed in proportions to produce a plastic, workable mixture. Various trades shall be
notified in writing prior to each pour and shall be allowed ample time to install all inserts,
sleeves, templates or similar items to be built into concrete.
Reinforcing bars to be ASTM A615, grade 60.
Concrete slab on grade floors shall be designed and constructed in accordance with the
provisions of section R506.1 or ACI 332. Floors shall be a minimum 3 %Z inches (89)
thick(for expansive soils, see Section R403.1.8). The specified compressive strength of
concrete shall be as set forth in Section R402.2.2. Fill material shall be free of vegetation
and foreign material. The fill shall be compacted to ensure uniform support of the slab,
and except where approved, the fill depths shall not exceed 24 inches for clean sand or
gravel and 8 inches for earth. A 4-inch thick-base course consisting of clean graded sand,
gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing a 2-inch
sieve shall be placed on the prepared sub-grade where the slab is below grade. A 6-mil;
polyethylene with joints lapped not less than 6 inches shall be placed between the concrete
floor slab and the base course or the prepared subgrade where no base course exists with
the exception of unheated garages, utility structures, driveways, walks, and patios.
Reinforcement shall be supported to remain in place from the center to upper on-third of
the slab for the duration of the concrete placement/
If
Waterproof all masonry below grade as noted on the drawings or as recommended for
ground conditions encountered. Provide a 4"perforated plastic foundation drain on the
uphill side of the foundation, and slope drain to the daylight side on each end. Carefully
fill the foundation drain excavation with washed stone. Backfill carefully to avoid
breaking the integrity of the waterproofing. Backfill behind all retaining walls with free
draining, granular fill and provide for subsurface drainage.
Slope final grade away from the building on all sides for an 18"minimum horizontal
distance from the walls. Grade all areas smooth that are disturbed during the construction
process and cover all raw earth with pine straw or other mulch, unless otherwise noted.
Surface drainage shall be diverted to a storm sewer conveyance or to the driveway
trench drain and 18" square site drains on site plan. These surface drainage conveyance
shall be connected to a 4"perforated plastic drain on the uphill side of the site and slope
drain to the daylight side on each end. Carefully fill surface drain excavation with washed
stone and backfill carefully to avoid breaking the integrity of the waterproofing. Lot shall
be graded to drain surface water away from foundation walls. The grade shall fall a
minimum of 6 inches withing the first 10 feet. Impervious surfaces within to feet of the
building foundation shall be sloped a minimum of 2 percent away from the building.
Unless a soils investigation by a qualified soils engineer is provided, foundation design
is based on an assumed average soil bearing of 2,000 psf. Lateral earth pressure
(restrained/unrestrained)to be .55 pcf. /35 pcf. Coefficient of friction(factor of safety of
1.5 included)to be 0.3. Exterior footings shall bear 1'-6" (minimum)below adjacent
finish grade. Unless otherwise noted, footings shall be centered below columns or walls
above.
All footings and piers to bear on firm undisturbed earth below organic surface soils.
Backfill to be thoroughly compacted per specifications.
MIMIMUM
CLASS AND USE F'C SLUMP SACKS/C.Y.
A-Footings & foundations 2,000 3 - 4 5-1/2
B - Slabs on graded 2,000 3 - 4 5-1/2
Section 5 - Structural Steel (see notes & specifications provided on drawings
and in Azon Structural Specifications)
Anchorage:
Expansion bolts into concrete and concrete masonry units shall be wedge-all anchors as
manufactured by the Simpson Strong Tie Company and installed in strict conformance to
I.C.B.O. report number ER 3631, including minimum embedment requirements. Bolts
into concrete masonry or brick masonry units shall be into fully grouted cells. Special
inspection is required for all expansion bolt installation. Epoxy-grouted items specified
on the drawings shall be installed using"set: high strength epoxy as manufactured by the
Simpson Strong tie Company. Install in strict accordance with I.C.B.O. report No. ER
5279. Special inspection of installation is required.
pJ
Metal chimneys shall be anchored at roof and ceiling with two 1-1/2"xl/8"metal straps
looped around the outside of the chimney insulation and nailed with sic 8d nails per strap
to the roof and ceiling framing.
Deck railings and exterior stair railings to be metal cable with bronze finished aluminum
metal or steel posts, guard rails and hand railings as shown on architectural drawings,
meet I.B.C. code requirements and are approved by the owner.
CONCRETE COVER OF REINFORCING: (see notes & specifications provided on
drawings and in Azon Structural Specifications)
Section 6—Carpentry: (see notes & specifications provided on drawings and in Azon
Structural Specifications)
All structural woodwork and rough carpentry shall use wood with moisture content not
to exceed 19%. All 2 x 4" and 2 x 6" framing materials, floor joists, and roof joists
shall be#2 grade Hem-Fir or Spruce-Pine-Fir(min f(b)= 1250 psi). All studs and joists
shall be 16" O.C. except where noted otherwise. Provide and install all rough hardware
and metal fasteners as required for proper installation of carpentry. Use hot dipped
galvanized fasteners on all exterior wood. All wood not specified as pressure treated shall
be painted, stained or otherwise finished as noted.
All wood in contact with masonry shall be pressure treated.
Double the floor joists under all interior partitions running parallel to the joists.
Provide bridging in floor systems where bridging is required by code.
Floor decking shall be 3\4"plywood or 23/32" OSB board, underlayment grade with
exterior glue, unless otherwise noted.
Roof sheathing shall be 1/2" CDX plywood or 5/8" OSB board with H-clips unless
otherwise noted. Sheathing is to be covered with 5.5 mil. polypropylene house wrap. Batt
insulation in exterior walls shall be foil backed. Interior paint shall contain vapor
diffusion retarder on exterior walls.
Provide flashing as needed to prevent water penetration to the interior of the building
skin. Use materials appropriate to the situation, and avoid contact of dissimilar materials.
Exterior trim on all windows and doors follow details provided on drawings.
Framing: (see notes& specifications provided on drawings and in Azon Structural
Specifications)
All framing to comply with I.B.C. and with the prescriptive check list for efficient
building envelope selected and outlined in table 406.2, of 2015 WA State Energy Code,
(see provided forms provided in permit application). Nail sizes and spacing to conform to
Azon engineering specifications or to I.B.C. Section 2517 (J), Table 25-P and Section
2510 (F) if not stated in Azon specifications. Bolts and other fasteners to conform to those
called out on drawings and Azon engineering specifications and I.B.C.
All wood in contact with concrete to be pressure treated.
Wood Trusses:
Shall be factory fabricated trusses. Design and fabrication shall conform to the
requirements of the International Building Code. Engineering design and shop drawings
bearing the stamp of a Professional Engineer registered in the State of Washington and
showing all details of construction including bracing trusses shall be designed for uniform
loading as follows:
Top Chord 30 psf of tributary area
Bottom Chord 10 psf of tributary area
Plywood/Particle Broad:
Supports shall be supplied to all plywood edges with ply clips, blocking tongue and
grove plywood joints or other approved methods per AP A recommendation.
Roof sheathing shall be 1/2" CDX plywood or 5/8""OSB"particle board with H-clips
unless otherwise noted with span rating 32/16.
Floor decking shall be 3\4"plywood or 23/32" "OSB"particle board, with span rating
48/24 and underlayment grade with exterior glue, unless otherwise noted. .
Wall sheathing shall be '/2" (nominal)plywood or 15/32""OSB"particle board with span
rating 24/0.
Timber and Timber Connectors: (see notes & specifications provided on drawings and
in Azon Structural Specifications)
Timber connectors called out by letters and numbers shall be "Strong-tie"by Simpson
Company, as specified in their catalog number C-2018 or as specified by engineering
structural notes provided on the drawings and in Azon structural specifications.
Equivalent devices by other manufactures may be substituted,provided they have ICBO
approval for equal or greater load capacities. Provide number and size of fasteners as
specified by manufacturer. Connectors shall be installed in accordance with the
manufacturer's recommendations. Where connector straps connect two members, space
one-half of the nails or bolts in each member. All bolts in wood members shall conform to
ASTM A307. Provide washers under the heads and nuts of all bolts and lag screws
bearing wood. Unless noted otherwise, all nails shall be as called out below. All shims
shall be seasoned and dried and the same grade (minimum)) as members connected. All
Nail sizes and spacing are specified on structural specifications and notes provided on
the drawings or in Azon structural specifications.
All wood framing details not shown otherwise shall be constructed to the minimum
standards of the International Building Code. Provide washers under the heads and nuts
of all bouts and lag bolts bearing on wood. Installation of lag bolts shall conform to
National Design Specification for Wood Construction(2017 Edition) with a lead bore hole
of 60 to 70 percent of the shank diameter. Lead holes are not required for 3/8" and smaller
lag screws.
Wall framing: Refer to architectural drawings for the size of all walls. Shear wall
tables and notations are provided on the architectural drawings and Azon engineering
specifications. All studs shall be spaced at 16" O.C. UMO unless noted otherwise by
structural notes on drawings and Azon structural specifications. Two studs minimum shall
be provided at the end of all walls and at each side of all openings, and at beam or head
bearing locations. Two 2 x10 headers shall be provided over all openings unless specified
otherwise on drawings. Fastening schedules and timber specifications are provided on the
drawings. Solid blocking for wood columns shall be provided through floors to supports
below. Provide continuous solid blocking at mid-height of all stud walls over 10'-0" in
height. All walls shall have a single bottom plate and a double top plate. Provide Gypsum
wallboard on interior surfaces nailed to all studs,top and bottom plates, and blocking with
nails @ 7" O.C. nail %Z (nominal)AP A rated sheathing (span rating 24/0)on exterior
surfaces nailed at all panel edges (block unsupported edges), and top and bottom plates
with nails @ 6"O.C. allow 1/8" spacing at all panel edges and ends.
Floor and roof framing: provide double joists under all parallel partitions that extend
over more than half the joist length and around all openings in floors or roofs unless
otherwise noted. Provided solid blocking at all bearing points. Unless otherwise noted
on the plans,plywood roof and floor sheathing shall be laid up with grain perpendicular to
supports and nailed @ 6" O.C. to framed panel edges, struts and over stud walls as shown
on plans and @ 12'O.C. to intermediate supports. Provide approved plywood edge clips
centered between joists/trusses at unblocked roof sheathing edges. All floor sheathing
edges shall have approved T&G joints or shall be supported with solid blocking. Allow
1/8" spacing at all panel edges and ends of floor and roof sheathing. Toenail blocking to
supports with 16d @ 12' O.C. unless otherwise noted.
The exterior deck surface shall be 2 cap composition decking by Timber Tex or equal.
Installation shall be according to manufacturer's specifications.
Section 7 - Moisture Protection, Insulation and Ext. Finish Systems
Furnish and install foil backed insulation in all exterior walls and ceilings of thickness
and values shown on drawings. Maintain a 1"minimum air space between sub roof and
roof insulation.
Provide caulking at all openings through exterior walls, including back-up filler where
required. Caulking should be silicone base non-staining type.
Furnish and install 24 gage aluminum sheet metal around roof openings and at the edge
and joint of the roof as required.
Gutters and downspouts to be aluminum(baked enamel-color to match trim color)and
rain chains (approved by owner) as indicated on drawing. Soffit and roof vents as
indicated on drawing.
Floor insulation shall be installed to maintain permanent contact with the underside of
the subfloor decking. Insulation supports shall be installed so spacing is no more than 24
inches on center. Foundation vents shall be installed with a permanently attached baffle at
an angle of 30 degrees from horizontal, to divert air flow below the lower surface of the
floor insulation. Install 6 mil black polyethylene moisture barrier on ground surface of
crawl space. Provide seal and capillary break under mud seal of crawl space wall.
All exterior walls of heated spaces shall have 5.5 mil. Polypropylene house wrap on the
exterior and a permeability rating of"1" for vapor retarder, Kraft-faced fiberglass batt
insulation on the interior side of exterior walls. See Energy Code Calculation sheet for
further specifications. Insulation installers shall provide the type, manufacturer and R-
value of insulation installed in each element of the building thermal envelope. For
sprayed polyurethane foam(SPF) insulation, the installed thickness of the areas covered
and R-value of installed thickness shall listed on the certification. The insulation installer
shall sign, date and post the certification in a conspicuous location on the job. Roofing
shall be Nu-Ray Metal roofing with clip lock NRM-1000 12"panels with striations..
Note that the field color is to be moss green with the exception of the fascia caps which
shall be a bronze color to match the bronze metal window finish color. Metal roof colors
and brand to be approved by owner and architect and installed as per manufacturer
specifications. Metal gutter colors of gutters and downspouts shall be approved by the
owner and architect. Placement of down spouts shall follow the elevations and roof plan.
Any changes in location or colors shall be approved by the owner and architect. The rain
chains shown on the elevations shall be copper Kioshi Cup (two 8 foot lenghts connected
together, see provided cut sheet) with a copper collection bowl or device to be approved
by the owner. Rain chains shall be secured to prevent hitting the windows with heavy
winds and breaking with heavy snow loads..
Section 9 - Finishes
All walls and ceilings shall be covered with 1/2" gypsum wall board, finished to
provide a paintable surface, unless otherwise noted. Interior paint shall contain vapor
diffusion retarder on exterior walls. Texture of gypsum wall board finish to be approved
by owner.
Sheetrock work shall be inspected by the owner and/or the architect prior to final
acceptance, and the contractor shall return to the job to repair and touch-up the work prior
to final painting.
Use metal tape on all angles greater than 90 degrees to achieve straight joints.
Windows and doors shall have stained fir wood trim on the interior and cedar wood
corner board and window and door trim on the exterior.
Use moisture resistant gypsum wallboard in bathrooms and laundry area. Separate
garage from the residence with '/2 inch gypsum board"type X", 1 hour rated applied to the
garage side. Doors to be 13 /8 solid core hemlock wood doors (see door schedule)with
straight grain fir wood trim. The door between the garage and house shall be 20 min rated
and self-closing hinges. Enclosed accessible space under stairs shall have walls, under
stair surface and any soffits protected on the enclosed side with '/2 inch type"x" gypsum
board. Stair riser maximum height maximum 7 3/4". Stair tread depth minimum 10".
Stairways shall not have a tolerance of more than 3/8", in both rise and run, in a stair
flight.
1
Section 15 —Mechanical- Plumbing
The Heating System shall be a combination ducted electric Mitsubishi furnace systems
located in the crawl space and Mitsubishi mini split units and an electric Mitsubishi heat
pump located on the exterior. Copies of the above heating and cooling units specifications
have been included.
A propane fueled 843 ST Gas Fire place Xtrodinire, See-Thru TM unit will be provided
along with 120 volt line, 6-"9" gas line and 8"metal vent. Pertinent specifications,
installation and I.B.C. code requirements are shown on architectural drawings and
included in specifications.
Section 16 - Electrical
Electrical work shall conform to all relevant building codes and local ordinances.
Furnish and install all electrical fixtures required by code as shown on the electrical
plan and schedule. Furnish smoke alarms as required whether shown on drawings or not.
Install Smoke Alarms (R314)per code. Devices to be installed in and outside of all
sleeping rooms, located on each story, interconnected and provided with a battery backup.
Provide all electrical materials and labor required for a complete and finished job,
including all connections to appliances, heating system, and any other equipment noted.
Provide a 200 amp electrical service unless otherwise noted. Permanent electrical
service shall be underground. Provide Seismic Strapping at upper and lower 1/3'rds UPC
507.2. Pressure Relief Valve to extend outside and point downward, 6'-24" above the
ground UPC 608.5.
All wiring shall be copper, #12 minimum.
Hot water heater to be a Rinnai Rur 1991P propane high efficiency tankless water heater
with a minimum EF of 0.93,199,000 BTU with/TermaCirc360 recirculating system or
equal. Substitutions shall be approved by architect.
Provide whole house ventilation fan that meets requirements as determined by Section
M1507.3 of the International Residential Code shall be met with a high efficiency fan.
(maximum 0.35 watts/cfm), not interlocked with a furnace fan. Ventilation systems using
Ventilation systems using a furnace including an ECM motor are allowed,provided that
they are controlled to operate at low speed in ventilation only mode. Refer to copy of
2015 ventilation systems for Group R occupancy specified in the 2015 International
Mechanical Code.
/6
Use moisture resistant gypsum wallboard in bathrooms and laundry area. Separate
garage from the residence with '/z inch gypsum board "type X", 1 hour rated applied to the
garage side. Doors to be 1 3 /8 solid core hemlock wood doors (see door schedule) with
straight grain fir wood trim. The door between the garage and house shall be 20 min rated
and self-closing hinges. Enclosed accessible space under stairs shall have walls, under stair
surface and any soffits protected on the enclosed side with '/z inch type"x" gypsum board.
Stair riser maximum height maximum 7 3/4". Stair tread depth minimum 10". Stairways
shall not have a tolerance of more than 3/8", in both rise and run, in a stair flight.
Section 15 —Mechanical- Plumbing
The Heating System shall be a combination ducted electric Mitsubishi furnace systems
located in the crawl space and Mitsubishi mini split units and an electric Mitsubishi heat
pump located on the exterior. Copies of the above heating and cooling units specifications
have been included.
A propane fueled 843 ST Gas Fire place Xtrodinaire, See-Thru TM unit will be provided
along with 120 volt line, 6-"9" gas line and 8" metal vent. Pertinent specifications,
installation and I.B.C. code requirements are shown on architectural drawings and included
in specifications.
A 250 US Gal, 30 jet classic, Omega Traditional exterior SPA by Coast Spas, (see
specification sheet provided). The spa shall be located on the deck under the pergola (see
foundation plan for required structural support) and designated emergency cut off and
water proof, exterior electrical outlet provided adjacent to the pergola shall meet local
code, (refer to the electrical plan).
Section 16 - Electrical
Electrical work shall conform to all relevant building codes and local ordinances.
Furnish and install all electrical fixtures required by code as shown on the electrical plan
and schedule. Furnish smoke alarms as required whether shown on drawings or not.
Install Smoke Alarms (R314) per code. Devices to be installed in and outside of all
sleeping rooms, located on each story, interconnected and provided with a battery backup.
Provide all electrical materials and labor required for a complete and finished job,
including all connections to appliances, heating system, and any other equipment noted.
Provide a 200 amp electrical service unless otherwise noted. Permanent electrical
service shall be underground. Provide Seismic Strapping at upper and lower 1/3'rds UPC
507.2. Pressure Relief Valve to extend outside and point downward, 6'-24" above the
ground UPC 608.5.
All wiring shall be copper, #12 minimum.
fI
Hot water heater to be a Rinnai Rur 1991P propane high efficiency tankless water heater
with a minimum EF of 0.93,199,000 BTU with/TermaCirc360 recirculating system stem or
equal. Substitutions shall be approved by architect.
Provide whole house ventilation fan that meets requirements as determined by Section
M1507.3 of the International Residential Code shall be met with a high efficiency fan.
(maximum 0.35 watts/cfm), not interlocked with a furnace fan. Ventilation systems using
Ventilation systems using a furnace including an ECM motor are allowed, provided that
they are controlled to operate at low speed in ventilation only mode. Refer to copy of
2015 ventilation systems for Group R occupancy specified in the 2015 International
Mechanical Code.
I��
Section 8 - Doors and Windows
1�
WINDOW SCHEDULE
Code Quantily Size - R.O. Type
A 1 2 (see drwg) custom fixed picture, see drwg. H3 High Tech,tempered
A 2 2 (see drwg) custom fixed picture, see drwg. H3 High Tech,tempered
B 1 2 (see drwg) custom fixed picture, see drwg. H3 High Tech,tempered
B 2 2 (see drwg) custom fixed picture, see drwg. H3 High Tech,tempered
C 1 2 (see drwg) custom fixed picture, see drwg. H3 High Tech,tempered
C 2 2 (see drwg) custom fixed picture, see drwg. H3 High Tech,tempered
D 2 (see drwg) custom fixed picture, see drwg. H3 High Tech,tempered
E 2 (see drwg) custom fixed picture, see drwg. H3 High Tech,tempered
F 2 2'-6"x4'-0",30"x48"casement L,H3 High Tech, C-H3CS-30x48,sill: 40"AFF
header: 88"AFF, egress hardware
G 2 3'-0"x4'-0",32"x48"casement L, H3 High Tech, C-H3CS-36x48,
tempered glazing, sill: 32"AFF, header: 80"AFF
H 1,H2 4 414"x4'-011,55"x48"casement L, H3 High Tech, C-H3CS-28-2, (2)right
tempered, (2) left tempered, see building elevations,
sill: 32"AFF, header: 80"AFF
11,12,I3 3 6'-10"x4'-0",82"x48"casement, H3 High Tech, C-H3CS-28-3,sill: 40"AFF
header: 88"AFF,egress hardware
J 1 5 '-6"x3-'I 0",66"x46"custom fixed pentangle picture, see drwg. H3 High Tech
sill: 32"AFF, header: 78"AFF, (see drwg)
All windows to be H3 High-Tech metal clad wood(Hurd)windows,exterior bronze color,with
mixed grain fir with standard factory finish,with low-E 366 argon gas filled double pane glazing,
(U value 28 minimum). Provide screens, locks and cranks with oil rubbed bronze finish hardware
for all casement and picture windows.
DOORS WITH GLAZING:
Code Quantily Size-R.O. Tyne
1 1 5'-11 1/16"x 6'-8 5/16" aluminum wood french sliding patio doors, ext.bronze color
(71 1/16")x (80 5/16) operating standard narrow stile, left panel active and right
panel inactive on exterior, with low E-366,argon gas filled
double pane tempered glazing. Provide screens, locks,
oil rubbed bronze finish hardware,vertical grain fir with a
clear coat factory finish, CLAD-F-SPD,U value 28 min.
2 1 5'-11 1/16"x 6'-8 5/16" aluminum wood french sliding patio doors,ext. bronze color
(71 1/16")x (80 5/16) operating standard narrow stile, left panel active and right
panel inactive on exterior, with low E-366,argon gas filled
Reynolds-Hanson Residence
2741 N.E. Tahuya Blacksmith Rd.
Belfair, WA 98528
Prepared by and questions to:
Sharon Booker
18732 Ness Place NE
Poulsbo, WA 98370
(306) 779-4880
DOOR SCHEDULE
Code Size Wall thk. Door thk Swing Tyne
8 36"x 80" 2x6 LH Ext., metal, solid core,pre hung, owner will
select door and hardware with lock& hinges
to match
9 36" AV 2x6 1 3/8" LH Int.,prehung, solid core, wood, hemlock,
3 panel Crftmn PH, Builders Choice,
Home Depot, Hardware Group 1,
except w/self closing hinges with no
lock as an exit fire door
10 36"x80" 2x4 1 3/8" RH Int. prehung, solid core, wood,hemlock, 3
panel, Crftmn PH, Builders Choice
at Home Depot, Hardware Group 2
P p
11 36"x80" 2x4 1 3/8" RH Int. prehung, solid core, wood, hemlock, 3
panel, Crftmn PH, Builders Choice
at Home Depot, Hardware Group 2
12 36" AV 2x4 1 3/8" LH Int. prehung, solid core, wood, hemlock, 3
panel, Crftmn PH, Builders Choice
at Home Depot, Hardware Group 2
13 36" AV 2x4 1 3/8" LH Int. prehung, solid core, wood,hemlock, 3
panel, Crftmn PH, Builders Choice
at Home Depot, Hardware Group 2
14 36"x80" 2x4 Interior door and barn door hardware track,
door handle (supplied by owner)
Door trim to match other doors.
15 26" x80" 2x4 1 3/8" RH Int. prehung, solid core, wood, hemlock, 3
panel, Crftmn PH, Builders Choice
at Home Depot, Hardware Group 1
16 36" AV 2x6 Interior door and barn door hardware track,
door handle (supplied by owner). Door
trim to match other doors.
17 36"x80" 2x4 1 3/8" LH Int. prehung, solid core, wood, hemlock, 3
panel, Crftmn PH, Builders Choice
at Home Depot, Hardware Group 1
18 36" x80" 2x4 1 3/8" Int. pocket, solid core, wood, hemlock, 3
panel, Crftmn PH, Builders Choice
at Home Depot, Hardware Group 4
19 60" AV 2x4 1 3/8" LH Int. prehung, hemlock veneer wood slab,
opening RH Builders Choice at Home Depot, (2) french
closet doors @ 30"x 80",Hardware Group 3
20 48"x80" 2x4 1 3/8" LH Int. prehung, hemlock veneer wood slab,
opening RH Builders Choice at Home Depot, (2) french
closet doors @ 24"x 80",Hardware Group 3
�3
double pane tempered glazing. Provide screens, locks,
oil rubbed bronze finish hardware,vertical grain fir with a
clear coat factory finish, CLAD-F-SPD, U value 28 min.
3 1 5'-11 1/16"x 6'-8 5/16" aluminum wood french sliding patio doors, ext. bronze color
(71 1/16")x (80 5/16) operating standard narrow stile, left panel active and right
panel inactive on exterior, with low E-366, argon gas filled
double pane tempered glazing. Provide screens, locks,
oil rubbed bronze finish hardware,vertical grain fir with a
clear coat factory finish, CLAD-F-SPD, U value 28 min.
4 1 5'-11 1/16"x 6'-8 5/16" aluminum wood french sliding patio doors, ext. bronze color
(71 1/16")x (80 5/16) operating standard narrow stile, left panel active and right
panel inactive on exterior, with low E-366, argon gas filled
double pane tempered glazing. Provide screens, locks,
oil rubbed bronze finish hardware,vertical grain fir with a
clear coat factory finish,CLAD-F-SPD,U value 28 min.
5 1 5'-11 1/16"x 6'-8 5/16" aluminum wood french sliding patio doors,ext. bronze color
(71 1/16")x (80 5/16) operating standard narrow stile, left panel active and right
panel inactive on exterior, with low E-366, argon gas filled
double pane tempered glazing. Provide screens, locks,
oil rubbed bronze finish hardware,vertical grain fir with a
clear coat factory finish,CLAD-F-SPD,U value 28 min.
6 1 9'-4"x 6'-10 1/2" aluminum clad wood radii arched inswing patio door
(112")x(82 1/2") left panel fixed/center panel active left handed/right panel
fixed, exterior hunter green color,with low E-366,argon gas
filled tempered double pane glazing. Provide locks, rubbed
oil bronze hardware,vertical grain fir with a clear coat
factory finish,AHSD 3-2/3-2/3-2x6-10, 1 W3PANEL
U value 28 minimum.
7 1 3'-0 1/4"x 6'-8" aluminum clad wood inswing patio door, ext. bronze color,
(36")x(801/4") left handed,narrow stiles, ISD 3-0 x retro, 1 W 1 PANEL
w/low E-366,argon gas filled double pane tempered glazing
Provide locks,oil rubbed bronze finish hardware,
vertical grain fir with a clear coat factory finish,
U value 28 minimum.
All doors with glazing to be metal clad wood(Hurd)doors,with exterior bronze finish except the
front door#(6)which is hunter green exterior finish,with vertical grain fir standard clear coat
factory finish,with low-E 366 argon gas filled double pane tempered glazing.U value 28
minimum. Provide screens, locks,hardware with oil rubbed bronze finish.
See contractor's card and I am the architect to contact with initial bids and to approve all shop
drawings. I am faxing and mailing drawings and schedule. Sharon Booker, 18732 Ness Place
NE,Poulsbo WA,98370, Phone: 360-698-9258,Fax:360-689-9296, email:
sharonlbookerZgmail.com. Please do not use email for advertising.
I
�✓
Hardware Group 1: Emtek,AssaAbloy, San Carlos Lever, #1 rosette, 1 3/4"-2 1/8",
passage set 7101, black finish, (3)hinges with finish to match lever
handle
Hardware Group 2: Emtek,Assa Abloy, San Carlos Lever, #1 rosette, 1 3/4"-2 1/8",
passage/privacy set 7201,black
Hardware Group 3: Emtek,AssaAbloy, San Carlos Lever,#1 rosette, 1 3/4"-2 1/8",
(2) dummy lever handles and rosettes 7201, black and idem#
8802 Emtek ball catch with strike and screws, 6 hinges to match
Hardware Group 4: Emtek Passage Pocket Door Hardware, idem# 2101, 1 3/4"-2 1/8",
All door hardware shall be supplied by owner. Provide stops and miscellaneous hardware
as required. Stops shall be Sure-Loc, 3 inch solid door stop, finish vintage bronze, sku:
DSB-USIIP, directdoorhardware.com
GARAGE DOOR SCHEDULE
21 9'-0" x7'-0" Northwest Door, Infinity Classic TM, model 1208A, single car garage
Aluminum-Combination Building Style with Mahogany Wood-grain
Powder Coat Finish, glass: 08, clear single arch style.
Hardware: 15" or 20"radius torsion hardware: track is 2"bracket
Nylon ball bearing rollers, non corrosive door fixtures and graduated
hinges are standard. U-shaped galvanized struts are supplied with
every double car door to keep it rigid. Garage door opener is to be
LiftMaster 8587W Elite Series-R or equal to lift the weight of specified
door. Contact C's Garage Door Co., 4150 Trenton Ave. NE,
Bremerton, WA, 98310, 360-373-1428, 253-851-6412, csgdoor.com
22 9'-0"x7'-0" Northwest Door, Infinity Classic TM, model 1208A, single car garage
Aluminum-Combination Building Style with Mahogany Wood-grain
Powder Coat Finish, glass: 08, clear single arch style.
Hardware: 15"or 20"radius torsion hardware: track is 2"bracket
Nylon ball bearing rollers,non corrosive door fixtures and graduated
hinges are standard. U-shaped galvanized struts are supplied with
every double car door to keep it rigid. Garage door opener is to be
LiftMaster 8587W Elite Series-R or equal to lift the weight of specified
door. Contact C's Garage Door Co., 4150 Trenton Ave. NE,
Bremerton, WA, 98310, 360-373-1428, 253-851-6412, csgdoor.com