HomeMy WebLinkAboutBLD2014-00641 Final Detached Garage - BLD Permit / Conditions - 10/28/2014 Inspection Line(360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352
Mason County Bldg. III 426 W. Cedar P.O. Box 279
Ir Shelton, WA 98584
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RESIDENTIAL BUILDING PERMIT BLD2014-00641
OWNER: DAN HARGREAVES RECEIVED: 7/16/2014
CONTRACTOR: LICENSE: EXP: ISSUED: 8/15/2014
SITE ADDRESS: 2361 E MASON LAKE DR EAST GRAPEVIEW EXPIRES: 2/15/2015
PARCEL NUMBER: 222335200032
LEGAL DESCRIPTION: MADINGS SUNNY SHORE ADD#6 TR 32
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
DETACHED GARAGE 22'x34' single-story garage ST RT 3, L ON MASON LAKE RD, L ON MASON LAKE DR EAST TO SITE
ADDRESS ON THE LEFT SIDE
General Information Construction&Occupancy Information Square Footage Information
No. of Bedrooms: Type of Constr.: VB
Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: U Lot Size: Deck:
Type of Work: ACC Fire Dist.: 5 No. of Stories: Occ. Load: Building: Garage-Detached 748
Valuation: $ 31,460.88 Building Height: 14 Occ. Status: Primary Basement:
Manufactured Home Information Setback Information Shoreline& Planning Information
Make: Length: Ft. Front: S 70.0 Ft. Shoreline: Ft. Water Body: MASON LAKE
Rear: N Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Side 1: E 5.0 Ft. Shoreline Desig.: Urban
Year: Serial No.: Side 2: W 5.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Plan Check Fee GMM 7/16/2014 $300.27 S1201400000001
Planning Review Fee GMM 7/16/2014 $205.00 S1201400000001
EH Minor Plan Review MRB 7/16/2014 $ 100.00 S7201400000001
Building State Fee DLC 8/12/2014 $4.50 S2201400000001
Building Permit Fee DLC 8/12/2014 $461.95 S2201400000001
Total $ 1,071.72
BLD2014-00641 Please refer to the following pages for conditions of this permit. Page 1 of 6
CASE NOTES FOR
BLD2014-00641
CONDITIONS FOR
BLD2014-00641
1) 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.
X. No foynd�t'' drains within 30ft, down gradient of drainfield/reserve area.
2) Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of
erosion protection (silt fencing or straw matting). X It^
3) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X ";e) f�'
4) Applicat�n acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel. Zoning is Rural Residential 5.
X
5) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT
PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM
OR ROAD WAY—) r�
X 1
6) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure
these structures meet the setback conditions listed.
X
7) 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 She P`5,r to ensure these structures are shown and meet the setback conditions listed.
X i�d
8) 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.
X
BLD2014-00641 Please refer to the following pages for conditions of this permit. Page 2 of 6
9) All 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 pot?pny further inspections being performed or approvals granted.
X
10) Owner/Agent is re`,sponlsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
X
11) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the
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 a0oid"documents will result in failure of required building inspections.
X
12) This structure is approved as unheated space.
To be considered unheated space the area may be provided with a heating system that does not exceed energy usage of 1 watt per sq. ft., or 3.4 Btu/h
per sq. ft. A permit and approval shall be required prior to installation of any heating system.
When a heating system exceeds 1 waft per sq. ft(or 3.4 btu/h per sq. ft) the heated space shall be insulated in accordance with the energy code in effect
at the time of permit application.
X f�
13) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL.
X �i -- '
14) The"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, then
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 pri ny further inspections being performed or approvals granted.
X
15) 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.
X
16) WIND LOADS- Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85
MPH.
X
BLD2014-00641 Please refer to the following pages for conditions of this permit. Page 3 of 6
17) 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. (IRC 2012 R905.2.8.5)
X
18) 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. X
19) A concrete encased grounding electrode must be installed and used at each new building or structure that is built upon a permanent concrete foundation.
In Mason County the electrical code is regulated by Washington State Department of Labor& Industries (L&I).
For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-4000.
X '
20) This structure is limited to U-occupancy use only(private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the
internatio I code on County Regulations unless a "Change of Use" permit is applied for, reviewed and approved.
X ��
21) The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of
the Mason County Fire Marshal. X
22) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building
Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached
thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be
charged an shall be c the Building Department prior to any further inspections being performed or approvals granted.
X
23) All construction must meet or exceed all local ordinances and 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 rem ation.
X
BLD2014-00641 Please refer to the following pages for conditions of this permit. Page 4 of 6
24) 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.
X `
25) 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 b iewed and approved by Mason County prior to construction.
X
26) 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.
X -�
27) All property lines shall be clearly identified at the time of foundation inspection. X
28) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure
to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with
Mason CoGordin nces et building regulations.
X �jS
29) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for
action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit
holder have prevented actiga4mm being taken. No more than one extension may be granted.
X
30) ALL SURFACE WATERAND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITEAND SHALL NOT ADVERSLY AFFECT ANY ADJACENT
PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM
OR ROAD
X
BLD2014-00641 Please refer to the following pages for conditions of this permit. Page 5 of 6
OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by
signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the
work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The
owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property
and structure(s) for review and inspection. This permit/application becomes null &void if work or authorized construction is not commenced within 180 days or if
construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
PERMIT APPLICATION OF 180 DAYS WI ALIDATE THE APPLICATION.
Signature ---- Date
J4- " ::4 r Q a OWNER REPRESENTATIVE - CONTRACTOR
Print Name (Circle one to indicate)
BLD2014-00641 Please refer to the following pages for conditions of this permit. Page 6 of 6
W T
o CONCRETE MECHANICAL MANUFACTURED HOME y
o Date By X
Ribbons
Footings l Setbacks
Gas Piping X
o Interior Date By Interior-Date By Date By m
0) Exterior Datey B Exterior-Date B Set-up
Point Load/Isolated Footings INSULATION Date By m
BG/SLAB INSULATION A
Date By Data By FIRE DEPARTMENT p
Foundation Wails Floors Date By Z
Date By Data By DECKS
FRAMING Waits Date By
Date By Data By PROPANE TANKS
PLUMBING vault Date By
Date By OTHER
Groundwork Attic
Type-
Data By Date By Date By
D.W.v DRYWALL Type-
Int Brace Wail
Date B y W
Date By Date By FINAL INSPECTION p
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Water Line Fire Separation tv
CD Date By Date By Date 17-.' .1s1 B CD
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Perm it# I MASON COUNTY
BUILDING III 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location 23& l J/ a.-w-A L K Pr, A
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found: Items listed below must be corrected to gain com lia))nce
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You are hereby notified that the above corrections shall be made
BEFORE PROCEEDING WITH ANY FURTHER WORK
❑ Call for re-inspection when corrections are made before continuing ❑ Please contact our office
❑ Make corrections, items will be checked on next inspection regarding possible structural
❑ OK to damage incurred by recent
This is not a complete inspection "natural/man made"
❑ 1 ) ',l P p disasters.This is NOTa
/ —1 Department I✓ CORRECTION NOTICE.
Date Z3,
Inspector
ff lo�- "'I iff 'ZIT `jr-1* O4 ' ' T I T, o ''
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`♦ °ft0pyt'`P�� TANK REFER TO
AS BUILT
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XI6�N�S* \ � EXISTING SF�D
OUSE AND STORAGE
\
TO REMAIN
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TO REMAIN REFER TO
AS BUILT
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NOTE: REMOVE UP TO •� ' A
(Im)TREES THIS AREA TO
ALLOW FOR GARAGE FOOTPRINT l
TREES RANGE FROM 6 CALIPER
TO 20" CALIPER gg, .PAP
REGRADE AND
GRAVEL DRIVEWAY N.
NEXT TO GARAGE NEW T-O"TALL
• ; `. LANDSCAPE WALL
AS REQ'D BY
GRADE(VERIFY ON
CONCRETE APRON
• , SITE)
IN FRONT OF NEW NEW GRAVEL DRIVE
GARAGE YN AREA IN FRONT OF
NEW GARAGE
•�
APPROVED PLANNING . _ ,�•
MASON COUNTY DCD PLANNIN ALL SETBACKS ARE MEASURED `
FROM THE FURTHEST
SITE PLAN REQUIRED TO BE ON SITE PROJECTION OF THE BUILDIN '
CHANGES SUBJECT TO APPROVAL
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Name P44&,- K E P Y e 5 Parcel •52•0032- BLD#201�—601 P'4 1
Mason County
Department of Community DevelopmentBUILDING
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 surface2.
'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.
2Common 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 25' = 925
X = Measurements for buildings are taken at the
X _ perimeter of the farthest projections (example:
eaves/gutters)
X =
Driveways 20� X �j� _ (00
X = Length of drive begins at the right of way
X =
Parking Areas 22 , X Io = 2-20
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X = o
X = Any paved, gravel or packed area per definition
above table
X =
Others X = D
X = If the total impervious area of the proposed site
X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area (sum of all areas) 1306
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 or review and inspection as may be required.
X Owner/ g�Contractor(circle one)Date: 7/(,f/f f
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
Name Parcel# BLDt#
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:
httn//www.co.mason.wa—us/code/commissioners/index.htm
Please follow the links to"Title 14,Chapter 14.48 Stormwater Management".
Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan
(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) 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 further 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 EXT.450
Mail:P 0 Box 1850,Shelton WA 98584
Physical:415 N 6th St, 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.352
Mail:P 0 Box 1666, Shelton WA 98584
Physical:426 W Cedar St,Shelton WA 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 Owner/Agent/Contractor(circle one)Date: t
Page 2 of 2
Hodge
engineeringinc.
8/19/14
Report #14.0380A
RE: E 2361 Mason Lake Drive East
Hargreaves Garage
2x4 In Lieu of 2x6 Studs
To Whom It May Concern:
I have provided the lateral load engineering for Hargreaves garage located at E 2361
Mason Lake Drive East.
As an option to the 2x6 construction the builder has requested that I review my lateral
engineering for use of 2x4 construction. My original engineering was for 2x6
construction.
Using 2x4 construction does not adversely affect my lateral engineering. The front
garage wall is loaded 76% in lateral design load. It will still be adequate with 2x4
construction.
See attached pages from the original calculations.
I
I
Please contact me with any questions regarding this project.
i
8/19/14
Report
Johnpp
r
hts�ietter is the prgfbsstonaC"optnto 9 g
yof the engineer of record and regards his engineering only. This letter does not
allow the builder toeisregard Codeequireme s. Any schedule or cost impact is the responsibility of the builder or
`owner. Thi'e Buildm�Inspector, not the engineer, has the final authority to allow field changes to approved plans.
` Ho En in
E g g eering
d e , Inc.
K John E. Hodge P.E.
2615 Jahn Ave NW Ste.E5 Gig Harbor,WA 98335
(253)857-7055 Fax(253) 857-7599
WoodWorks® Shearwalls _ LATERAL ANALYSIS.wsw May. 30, 201413:59:09
SHEATHING MATERIALS by WALL GROUP Sheathing Fasteners APPIY
Grp Surf Material Ratng Thick GU Ply Or Gvty Size Type Df Eg Fn Bk Notes
In in Ibs/in In
1 Ext Struct Sh OSB 24/16 7/16 3 Vert 83500 8d Nail N 4 12 Y 1,2,3
2 Ext Struct Sh OSB 24/16 7/16 3 Vert 83500 8d Nail N 6 12 Y 1,3
Legend:
Grp—Wall Design Group number,used to reference wall in other tables
Surf—Exterior or interior surface when applied to exterior wall
Ratng—Span rating,see SDPWS Table C4.2.2.2C
Thick—Nominal panel thickness
GU-Gypsum underlay thickness
Ply—Number of plies(or layers)in construction of plywood sheets
Or—Orientation of longer dimension of sheathing panels
Gvtv—Shear stiffness in Ib/In.of depth from SDPWS Tables C4.2.2A-B
Type—Fastener type from SDPWS Tables 4.3A-D:Nail—common wire nail for structural panels and lumber,cooler or gypsum wallboard nail for
sum sheathing; Box-box nail;Casing—casing nail,Roof—roofing nail,Screw—
GWB,plasterboard nail for gypsum lath,galvanised nail for gyp
drywall screw
Size-Common,box,and casing nails:refer tc SDPWS Table Al(casing sizes=box sizes).
Gauges: 11 ga=0.120"x 1-3/4'(gypsum sheathing,25/32"fiberboard), 1-1/2"(lath&plaster, 1/2"fiberboard);13 ga plasterboard=0.92"x 1-
1/8".
Cooler or gypsum wallboard nail:5d=.086"x 1-5/8";6d=.092"x 1-7/8";8d=.113"x 2-3/8';6/8d=6d base ply,8d face ply for 2-ply G
brywallscrews:No. 6, 1-1/4"long.
5/8" gypsum sheathing can also use 6d cooler or GWB nail
Df—Deformed nails(threaded or spiral),with increased withdrawal capacity
Eg— Panel edge fastener spacing
Fd— Field spacing interior to panels
Bk—Sheathing is nailed to blocking at all panel edges;Y(es)or N(c)
Apply Notes—Notes below table legend which apply to sheathing side
Notes:
1.Capacity has been reduced for framing specific gravity according to SDPWS T4.3A Note 3.
2.Framing at adjoining panel edges must be 3"nominal or wider with staggered nailing according to SDPWS 4.3.7.1.4
3.Shear capacity for current design has been increased to the value for 15/32"sheathing with same nailing because stud spacing is 16"max.or
panel orientation is horizontal.See SDPWS T4.3A Note 2.
b WALL GR P
FRAMING MATERIALS and STANDARD WALL y SG E Standard Wall
Wall Species Grade b d Spcg
Grpin in In si^6
1 Hem-Fir Stud 1.50 5.50 16 0.43 1.20
2 Hem-Fir Stud 1.50 5.50 16 0.43 1.20
Legend:
Wall Grp—Wall Design Group
b—Stud breadth(thickness)
d—Stud depth(width)
Spcg—Maximum on-centre spacing of studs for design,actual s cing may be ess.
SG—Specific gravity
E—Modulus of elasticity
Standard Wall-Standard wall designed as group.
Notes:
Check manufacture requirements for stud size,grade and specific gravity(G)for all shearwall hold-downs.
Y
3
ZWoodWorks@ Shearwalls LATERAL ANALYSIS.wsw May. 30, 201413:59:09
Flexible n Diaphragm Wind Design
9
ASCE 7 Directional(All Heights)Loads
SHEAR RESULTS
N-S W For H/W-Cub ASD Shear Force[plf] Allowable Shear[pif] Crit.
Shearlines Gp Dir Int Ext V Ibs vmax v Int Ext Co C Total V Ibs Res .
Line 1
Level 1
Lnl, Levl 2 Both 1.0 1229 97.5 97.5 339 1.00 S 339 8209 0.29
Line 2
Ln2, Levl 2 Both 1.0 1229 36.1 36.1 339 1.00 S 339 11510 0.11
E-W W For H/W-Cub ASD Shear Force[plf] Allowable Shear[plf] Crit.
Shearlines Gp Dir Int Ext V Ibs vmax v Int Ext Co C Total V Ibs Res .
Line A
Level 1
LnA, Levl 1A Both 1'0 2419 372.2 372.2 495 1.00 S 495 31 C16 0.75
Line B
LnB, Levl 2� Both 1.0 2419 156.1 156.1 339 1.00 S 339 6432 0.46
Legend.-
Unless otherwise noted, the value in the table for a shearline is the one for wall on the line with the critical design response.
W Gp-Wall design group defined in Sheathing and Framing Materials tables,where it shows associated Standard Wall. "A"means that this wall is
critical for all walls in the Standard Wall group.
For Dir-Direction of wind force along shearine.
HAV--Cub—Fibreboard height-to-width factor from SDPWS table 4.3.4 note 3,or Unblocked structural wood panel factor Cub from SDPWS 4.3.3.2.
V-ASD factored shear force.For shearline:total shearline force.For wall:force taken by the wall,total of all segments on wall.
vmax-Base shear=ASD factored shear force per unit full height sheathing,divided by perforation factor Co as per SDPWS eqn.4.3-8=V/FHS/Co.
v-Design shear force=ASD factored shear force per unit full height sheathing.For wall,it is the largest force on any segment.
Int-Unit shear capacity of interior sheathing;Ext-Unit shear capacity of exterior sheathing. Includes Cub and height-to-width factors.
Co-Perforation factor from SDPWS Table 4.3.3.5.
C-Sheathing combination rule,A=Add capacities, S=Strongest side only,X=Strongest side or twice weakest.
Total-Combined unit shear capacity inc.perforation factor.
V—For wall:combined shear capacity.For shearline:sum of all wall capacities on line.
Crit Resp—Critical response=v/Total=design shear force/unit shear capacity for critical segment on wall or shearline.
"S"indicates that the seismic design criterion was critical in selecting wall.
Notes:
Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by SDPWS 4.3.6.4.2,4.
v
5
C CO
MASON COUNTY PERMIT NO. I201`�'CnLo�-I
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING•ILANNING•RREMAfSVAL
WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352
Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext.352
PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext.352
BUILDING PERMIT APPLICATION BUILDING
OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: t24 -3 (-ND 4 R E iwgs NAME: 4 w,-s E R
MAILING ADDRESS: &(S2 v,^YyteW PF- NE• MAILING ADDRESS:
CITY: +,o q +A STATE: w^. ZIP: 9D 22 CITY: STATE: ZIP:
PHONE: CELL:tor, •Q5-) • 91 alb PHONE: CELL:
EMAIL: t71-}ARfaREPVCS 0 HALOGtS_{I_GS •Cow EMAIL :
L&I REG# EXP. / I
PARCEL INFORMATION:
PARCEL NUMBER(12 DIGIT NUMBER) 22 2 3 3 '52 •0032 FIRE DISTRICT
LEGAL DESCRIPTION(ABBREVIATED): {pp+oK 32 (rcacvtaus '4 Cc ^Orn Inry
SITE ADDRESS— )34.1 E MASo,J 6pgq- D(z Ic CITY 6e:!!�!pE (Et.- 9A45co
DIRECTIONS TO SITE ADDRESS H wY 3 fuaa (,aF1 o►-4o E Mo6or-, -asot-j Pope . fc",Nu e �6
0 E M,0,-.c ► UO-Kt t7R E +-vA-4 Jgtr.144. S(+t (S o.J
IS PROPERTY WITHIN 200 FT:
SALTWATER❑ LAKE N RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM❑
DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO K
TYPE OF JOB: NEW ® ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) t;7E4pcNfp G.PIZAL,E
IS USE: PRIMARY ❑ SEASONAL ® NUMBER OF BEDROOMS NUMBER OF BATHROOMS
DESCRIBE WORK ptw zz'x 34 P6JpCNf.C> CIpVAGE 01-3 cn4 W&64 5ER- No FLOr18,644,
SQUARE FOOTAGE: �o'Z x3 1hq�>✓s r y
1ST FLOOR 0 sq.ft. 2ND FLOOR D sq.ft. 3RD FLO✓✓OR o sq. ft. BASEMENT o sq. ft.
DECKS sq.ft. COVERED DECK b sq.ft. STORAGE D sq.ft. OTHER_____0 sq.ft.
GARAGE -748 sq.ft. ATTACHED ❑ DETACHED ® CARPORT C) sq.ft. ATTACHED ❑ DETACHED ❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN
MAKE N/P MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative, or contractor. I further
declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary
parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for
review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180
days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF
INSPEC N.IN TI OF T}iIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
x -1 1' b t
gnatu of Applicant Date
x 131ztt:•p e12APCH10I OWNER/ REPR TIVE/CONTRACTOR
Print Name (CIR LE TO INDICATE)
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT � '
PLANNING DEPARTMENT
FIRE MARSHAL