HomeMy WebLinkAboutBLD2010-00162 Final Garage DDR2010-00021 - BLD Permit / Conditions - 2/5/2014 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 186
Shelton,WA 98584
RESIDENTIAL BUILDING PERMIT BLD2010-00162
OWNER: SCOTT TRAMMELL
CONTRACTOR: LICENSE: EXP:
RECEIVED: 3/10/2010
SITE ADDRESS: 40 E SHERWOOD HILLS SOUTH ALLYN ISSUED: 6/3/2010
PARCEL NUMBER: 122307500200 EXPIRES: 12/3/2010
LEGAL DESCRIPTION: TR 20 OF SURVEY 2/108
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
NEW DETACHED GARAGE ST RT 3, L ON SHERWOOD CREEK RD, L ON SHERWOOD RD, L ON
SHERWOOD HILLS SOUTH TO SITE ADDRESS ON THE RIGHT
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: 2 Occ. Load: Building: Garage-Detached 2,160
Valuation: Building Height: 16 Occ. Status: Basement:
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: E 10.0 Ft. Shoreline: Ft. Water Body:
Rear: W 100.0 Ft. Slope: Ft. SEPA?:
Model: Width: Ft. Side 1: N 184.0 Ft. Shoreline Desi g.: Not Applicable
Year: Serial No.: Side 2: S 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 3/10/2010 $564.04 S12010000
Planning Review Fee GMM 3/10/2010 $205.00 S12010000
EH Plan Review KKK 3/10/2010 $103.00 S62010000
Building State Fee LAW 3/15/2010 $4.50 S12010000
Building Permit Fee LAW 3/15/2010 $867.75 S12010000
Total $1,744.29
BLD2010-00162 Please refer to the following pages for conditions of this permit. 1 of 4
CASE NOTES FOR
BLD2010-00162
CONDITIONS FOR
BLD2010-00162
� 1 Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division.
There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at
1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
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2) 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 prior to any further inspections being performed or approvals granted.
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3) 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.
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4) 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 approved documents will result in failure of required building inspections.
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5) This structure is approved as un-heated space. If at any time this building is to be used for anything other than what it is approved for, a change of use
permit shall be applied for, reviewed and approved prior to the change.
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6) 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 prior to any further inspections being performed or approvals granted.
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7) 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. XsT
8) This structure is limited to U-occupancy use only (private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the
international codes and Mason County Regulations unless a"Change of Use" permit is applied for, reviewed and approved.
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BLD2010-00162 Please refer to the following pages for conditions of this permit. 2 of 4
9) 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 revocation.
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10) 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.
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11) All property lines shall be clearly identified at the time of foundation inspection. X sa
12) 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 County ordinances and building regulations.
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13) 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 action from being taken. No more than one extension may be granted.
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14) 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.
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15) 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.
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16) 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.
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17) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
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18) 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 s\
BLD2010-00162 Please referto the following pages for conditions of this permit. 3 of 4
19) 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,3-->
This permit becomes null and void if work orconstruction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is
commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of
work is by means of a progress inspection.The owner or the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to
the above described property and structure and inspection.
OWN ER OR AGENT: DATE: Up 1.3 ?-01 O
BLD2010-00162 Please refer to the following pages for conditions of this permit. 4 of 4
00
o CONCRETE MECHANICAL MANUFACTURED HOME X
o Date By Footings 1 Setbacks Gas Piping Ribbons >
oIntenor Date By Interior-Date By Oats gy 3
1 M
N Exterior Date By Exterior-Date By
Set-
up
Point Load I Isolated -
oiated Footings Date By N
BG I SLAB INSULATION ___._ __w.___w..
Date By Data By FIRE DEPARTMENT 0
Foundation Walls Floors Date By
Date By Data By DECKS
FRAMING walls Date By
Dated S` /tf ByL,�` Data By PROPANE TANKS
PLU BI G vault Date By
Date By OTHER
Groundwork j Attic
Date BY Date By Type
y Date By
D.w.v _ DRYWALL Type.
Date BY
Int.Brace Wall Date By W
Dale By FINAL INSPECTION 0
m Water Line Fire Seperation N
Date By Date By Date2 S By O2
m � O
Pass or Request Inspect. c
Type of Insp. Fail Date Date Done By ! Comments
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MASON COUNTY PERMIT NO, �C12O I0— 001 U R
BUILDING PERMIT APPLICATION AUn
426 W. Cedar- P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670- Belfair (360) 275-4467- Elma (360) 482-5269 � j
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner S�°�t May t�NNE Company Name
Mailing Address 20 D C O Mailing Address
City Ii LL,`/fl� State WA Zip Code Z City State Zip Code
Phone 3100-2117- 0&0 3 Other Ph. 3I90-509- Z28 i Phone Other Ph.
Lien/Title Holder Svw-fe k -r rnot',rGAGe Contractor Reg. # Exp.
E mail address M/A E Mail Address
Drivers Lic.#_TR.AMMSD321 O(Z DOB 09- - Drivers Lic.# DOB
SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic. Existing Septic X
Connect t,p Water System Name of Water System
Well Water System Name of Water System S of 02 30 ~ -7IS 00 a6(0
PARCEL INFORMATION- 12 Dicuit Parcel No - - - Fire District S
Legal Description_ 7e ,�RU -at' SU v" 4/t O& v
Site Address(Please include street name,str et number and city) t�o S I{E(LtJooD N t Lt,S r Au-Y►J
Directions to site 41-case 5e�c a,-1{A'0_
Will timber be cut and sold in parcel preparation?Yes/ o
Is property within 200'of Saltwater Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs ] 15%
Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No
TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑
Use of Building /54bLL � Describe Work Cor`01"e-f vveu: cfe L
No. of Bedrooms No. of Bathrooms Square Footage- 1 st FLooprr d Floor
3rd Floor Basement Deck Covered Deck '_'' therL4`42 Sq. ft.
Garage Attached Detached Carport Attached Detached
MANUFACTURED HOME INFORMATION - Make Model Year
Length Width Serial No. No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price$ Replacement Unit? Yes/No
Installer Name Certification No.
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 the contractor.I further declare that I am entitled to receive this
permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is
required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained
permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information
provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.
PRpOF OF C TINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION.
X Date: 311 o l i n
Owner wners Representative/Contractor indicate which one
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department )o -
Planning Department
Environmental Health Department
Public Works Department
Fire Marshal
FEES
Building Permit Fee Site Inspection
Plan Review Fee EH Review Fee
Plumbing &Base Fee Planning Review Fee
Mechanical & Base fee Other
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal
Valuation$ TOTAL FEES
SCOTT& MAY ANNE CASE NO:
TRAAlMELL 240'
DATE:
PARCELL #
12230-75-0200 CD RESERVE 0-
PRIMARY LL
E40 SHERWOOD HILLS rn//
ALLYN, WA
o � SITE PLAN '
Z Y EXISTING N „
HOME CCA 1/8 - 10-O
Z 7
� 52'
� o (D 0 W
oa N N CO
32' - S N
APPROX 70
120' E
WELL o — 21•5 WATER LINE
WELL
HOUSE z APPPOVED
Qee 33 s t8y'A�� -j MASON COUNTY DCD PLANNING
95, 140' � w SITE PLAN REQUIRED TO BE ON SITE
WELL o CHANG S SUBJECT TO APP♦JOVAL
PROPOSED GARAGE sy���°o n�By Date
36' X 48'
slob
0
APPROX
iik/'--so, 140' --WELL
30' EASEMENT
PROPERTY LINE
a
TOPOGRAPHY PROFILE PLANNING:
SCALE 3/16" = 10'-0" ALL SETBACKS ARE MEASURED PLANNING
FROM THE FURTHEST
PROJECTION OF THE BUIL
190'
3.5'
F�--60'
RECEIVED
APPROX 27%
240' •(VIl4SON COUNTY_
SCOTT& MAY ANNE CASE NO:
TRAMMELL 240'
DATE:
PARCELL #
12230-75-0200 o RESERVE
a — J
ui
E40 SHERWOOD HILLS PRIMARY `" 'i
rn
ALLYN, WA
SITE PLAN
EXISTING N
z HOME CALE 1/8" = 10'-0"
Z � Q
Q
v w o c� 52'
� o
I"— W
N UJ
32' S N
APPROX 70
120' E
WELL r 21.5' tooWATER LINE
WELL A PpRo
HOUSE l9� z me Po r V��
5'aaa a�3 .5' N, 18WA eA � r RI ►
140' z
9.5 � w l��/1 RY82010
s ` WELL \ o o
PROPOSED GARAGE tiF��oo 40R
°
36' X 48' ti<< �ssp�
ssoGLd
APPROX
60, 140' --WELL
30' EASEMENT
PROPERTY LINE
TOPOGRAPHY PROFILE
SCALE 3/16" = 10'-0"
190'
3.5'
f- 60'
[n
APPROX 27%
240'
MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
411 N. Fifth Street/ P.O. Box 186, Shelton WA 98584
360.427,9670 ext. 352 DDR AD i o
Rec'd by
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.
Applicant/Owners: 5C�`CT A V A N rJG ( P_A rA ty,,
Mailing Address: �� IP:;,o>,l 4U i ALL-Ytj K)A �L5 2
Telephone : 2 (P ' 2q�- O(P 0 3
City: State: Zip:
If this reduction is tied to a building permit, please give permit
case number. BLD -.;010 - 661(y 2-
Parcel Number(s): C0 2-00 Zoning I� �
Site Address: '-40 E PLUS
Requested variance: erontLRear/6e Yard (please circle all that apply)
Requested setback variance: lay S ft.
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.
T wing circumstances must apply:
O AND OR REAR YARD REQUIREMENTS:
Existing lots of record as of March 5, 2002;
You must meet one of the following: (Please circle all that apply)
1 One of the following exists on the lot:
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;
\\CLUSTERI HOME_SERVER\HOME\COMMON\COMMUNITYDEVELOPMENRPAC\VARIANCES\2009
Adminstrative.var.doc Updated: 12-15-2008
0e) isting improvements of buildings, septic systems, and well areas.
S 3E Y D REQUIREMENTS:
1 -Existing lots of record as of March 5, 2002;
You must meet one of the following. (Please circle all that apply)
One of the following exists on the lot:
/ a) eep slopes, wetlands, or streams present;
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;
xisting 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.
L!F S40 LADOL)l d
to Io ' nf-- cvtd A, � S
Own�er Agent (please indicate)
CS gn,a ure and date
Official Use ONOle
Approved Date
Denied Date
Reason for denial:
\\CLUSTER]_HOME_SERVER\HOME\COMMON\COMMUNITY DEVELOPMENTU'AC\VARIANCES\2009
Adminstrative.var.doc Updated: 12-15-2008
3/16/2010
Case Activity Listing 9:41:45AM
Case #: BLD2010-00162
Assigned Done
Activity Description Date l Date 2 Date 3 Hold Disp To By Updated Updated By
BLDB110 Building Plan Review 3/10/2010 None HOLD LAW 3/16/2010 LAW
I called an left a message,the upper level of the garage has attic storage trusses with a floor load design of 20 psf LL,the IRC table R301.5 attics with limited storage,foot not h,"attic spaces served be a
fixed stair shall be designed to support the minimum live load specified for sleeping rooms.Which is 30 psf,the code requires a fixed set of stairs to the upper level that is over 200 sq.ft.The interior wall
brace panels are not marked out on plans,what is show does not meet the prescriptive requirements,either addition walls will need to be added or engineering provided.
BLDB130 Planning Review 3/10/2010 None AHB 3/10/2010 GMM
BLDA010 Application Received 3/10/2010 3/10/2010 None DONE GMM 3/10/2010 GMM
r
lL 10
Page 1 of 1 CaseActivity..rpt
BUILDING PLANNING
TABLE R301.5 TABLE R301.6
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE
(in pounds per square foot) PER SQUARE FOOT OF HORIZONTAL PROJECTION
USE LIVE LOAD TRIBUTARY LOADED AREA IN
' Attics with limited story eb s n 20 SQUARE FEET FOR ANY
STRUCTURAL MEMBER
Attics without story eb 10 ROOF SLOPE 0 to 200 201 to 600 Over 600
Decks° 40 Flat or rise less than 4 inches per 20 16 12
Exterior balconies 60
foot(1:3)
Rise 4 inches per foot(1:3)to
Fire escapes 40 less than 12 inches per foot(1:1) 16 14 12
I Guardrails and handrailsd 200'
Rise 12 inches per foot(1:1)
Guardrails in—fill coin onentsf 50 and eater 12 12 12
Passenger vehicle garages" 50' For SI: 1 square foot=0.0929 m2,1 pound per square foot=0.0479 kPa,
Rooms other than sleeping rooms 40 1 inch per foot=83.3 mm/m.
Sleeping rooms 30 TABLE R301.7
Stairs 401 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS'b`
ALLOWABLE
For SI: 1 pound per square foot=0.0479 kPa,1 square inch=645 mm2, STRUCTURAL MEMBER DEFLECTION
1 pound=4.45 N.
a. Elevated garage floors shall be capable of supporting a 2,000-pound load Rafters having slopes greater than 3/12 with no
applied over a 20-square-inch area. finished ceilingattached to rafters L/180
b. Attics without storage are those where the maximum clear height between Interior walls and partitions H/180
joist and rafter is less than 42 inches,or where there are not two or more adja-
cent trusses with the same web configuration capable of containing a rectan- Floors and plastered ceilings IJ360
gle 42 inches high by 2 feet wide,or greater,located within the plane of the
truss.For attics without storage,this live load need not be assumed to act All other structural members LJ240
concurrently with any other live load requirements. Exterior walls with plaster or stucco finish H/360
c. Individual stair treads shall be designed for the uniformly distributed live
load or a 300-pound concentrated load acting over an area of 4 square inches, Exterior walls—wind loads'with brittle finishes IJ240
whichever produces the greater stresses.
d. A single concentrated load applied in any direction at any point along the top. Exterior walls—wind loads'with flexible IJ120
e. See Section R502.2.1 for decks attached to exterior walls. finishes
f. Guard in-fill components(all those except the handrail),balusters and panel Note:L=span length,H=span height.
fillers shall be designed to withstand a horizontally applied normal load of 50 a. The wind load shall be permitted to be taken as 0.7 times the Component and
pounds on an area equal to 1 square foot.This load need not be assumed to act Cladding loads for the purpose of the determining deflection limits herein.
concurrently with any other live load requirement. b. For cantilever members,L shall be taken as twice the length of the cantilever.
g. For attics with limited storage and constructed with trusses,this live load c. For aluminum structural members or panels used in roofs or walls of sun-
need be applied only to those portions of the bottom chord where there are room additions or patio covers,not supporting edge of glass or sandwich
two or more adjacent trusses with the same web configuration capable of panels,the total load deflection shall not exceed L/60.For sandwich panels
containing a rectangle 42 inches high or greater by 2 feet wide or greater, used in roofs or walls of sunroom additions or patio covers,the total load
located within the plane of the truss.The rectangle shall fit between the top of deflection shall not exceed L/120.
the bottom chord and the bottom of any other truss member,provided that
each of the following criteria is met: R301.8 Nominal sizes. For the purposes of this code, where
1.The attic area is accessible by a pull-down stairway or framed opening dimensions of lumber are specified,they shall be deemed to be
in accordance with Section R807.1;and nominal dimensions unless specifically designated as actual
2.The truss has a bottom chord pitch less than 2:12. dimensions.
h. Attic spaces served by a fixed stair shall be designed to support the minimum
live load specified for sleeping rooms.
i. Glazing used in handrail assemblies and guards shall be designed with a
safety factor of 4.The safety factor shall be applied to each of the concen-
trated loads applied to the top of the rail,and to the load on the in-fill compo-
nents.These loads shall be determined independent of one another,and loads
are assumed not to occur with any other live load.
46 2006 INTERNATIONAL RESIDENTIAL CODES
BUILDING PLANNING
TABLE R301.5 TABLE R301.6
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE
(in pounds per square foot) PER SQUARE FOOT OF HORIZONTAL PROJECTION
USE LIVE LOAD TRIBUTARY LOADED AREA IN
' SQUARE FEET FOR ANY
Attics with limited stora eb,g,h 20 STRUCTURAL MEMBER
Attics without story e° 10 ROOF SLOPE 0 to 200 201 to 600 Over 6W
Decks` 40 Flat or rise less than 4 inches per 20 16 12
Exterior balconies 60 foot(1:3)
Rise 4 inches per foot(1:3)to
Fire escapes 40 I less than 12 inches r foot(1:1) 16 14 12 Guardrails and handrailsd 2�' 12
Rise 12 inches per foot(1:1)
Guardrails in—fill com nentsf 50' and greater 12 12
Passenger vehicle garages' 50' For SI: 1 square foot=0.0929 mZ,1 pound per square foot=0.0479 kPa,
Rooms other than sleeping rooms 40 1 inch per foot=83.3 mm/m.
Sleeping rooms 30 TABLE R301.7
Stairs 401 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS'•b,`
ALLOWABLE
For SI: 1 pound per square foot=0.0479 kPa,1 square inch=645 mm2, STRUCTURAL MEMBER DEFLECTION
1 pound=4.45 N.
a. Elevated garage floors shall be capable of supporting a 2,000-pound load Rafters having slopes greater than 3/12 with no U180
applied over a 20-square-inch area. finished ceiling attached to rafters
b. Attics without storage are those where the maximum clear height between Interior walls and partitions H/180
joist and rafter is less than 42 inches,or where there are not two or more adja-
cent trusses with the same web configuration capable of containing a rectan- Floors and plastered ceilings U360
gle 42 inches high by 2 feet wide,or greater,located within the plane of the
truss.For attics without storage,this live load need not be assumed to act All other structural members U240
concurrently with any other live load requirements. Exterior walls with plaster or stucco finish H/360
c. Individual stair treads shall be designed for the uniformly distributed live
load or a 300-pound concentrated load acting over an area of 4 square inches, Exterior walls—wind loads'with brittle finishes U240
whichever produces the greater stresses.
d. A single concentrated load applied in any direction at any point along the top. Exterior walls—wind loads'with flexible U 120
e. See Section R502.2.1 for decks attached to exterior walls. finishes
f. Guard in-fill components(all those except the handrail),balusters and panel Note:L=span length,H=span height.
fillers shall be designed to withstand a horizontally applied normal load of 50 a. The wind load shall be permitted to be taken as 0.7 times the Component and
pounds on an area equal to 1 square foot.This load need not be assumed to act Cladding
loads for the purpose of the determining deflection limits herein.
concurrently with any other live load requirement. b. For cantilever members,L shall be taken as twice the length of the cantilever.
g. For attics with limited storage and constructed with trusses,this live load c. For aluminum structural members or panels used in roofs or walls of sun-
need be applied only to those portions of the bottom chord where there are room additions or patio covers,not supporting edge of glass or sandwich
two or more adjacent trusses with the same web configuration capable of panels,the total load deflection shall not exceed L/60.For sandwich panels
containing a rectangle 42 inches high or greater by 2 feet wide or greater, used in roofs or walls of sunroom additions or patio covers,the total load
located within the plane of the truss.The rectangle shall fit between the top of deflection shall not exceed U120.
the bottom chord and the bottom of any other truss member,provided that
each of the following criteria is met: R301.8 Nominal sizes.For the purposes of this code, where
1.The attic area is accessible by a pull-down stairway or framed opening dimensions of lumber are specified,they shall be deemed to be
in accordance with Section R807.1;and nominal dimensions unless specifically designated as actual
2.The truss has a bottom chord pitch less than 2:12. dlmeriSiOriS.
h. Attic spaces served by a fixed stair shall be designed to support the minimum
live load specified for sleeping rooms.
L Glazing used in handrail assemblies and guards shall be designed with a
safety factor of 4.The safety factor shall be applied to each of the concen-
trated loads applied to the top of the rail,and to the load on the in-fill compo-
nents.These loads shall be determined independent of one another,and loads
are assumed not to occur with any other live load.
46 2006 INTERNATIONAL RESIDENTIAL CODE
MASON COUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST
Owner's Name: I r6_m ry-L Dater- I O - 2-6 1 y Reviewed By:
Documents:
Manning
uilding Permit Application Completed VStormwater Check st Intake Checklist Completed,
e plan includes:Allowable building area,roof gy4r.(iangs,decks,etc.
_Fire Apparatus Access Road info required? Yes No
—Energy Code Application Form-0 Electric wall heater 0 Electric central furnace 0 LPG Furnace
0 Heat pump with electric furnace 0 Heat pump with LPG furnace 0 Boiler(heat type ) '
n 0 Other: Specify: (�)n P j, p
/14 Mechanical/Plumbi Application-WATER HEATER FUEL TYP /LOCATION
_Engineering? Ye /No Snow load: Seismic:
Stock Plan-approve snow load: Seismic:
nu act end Homes-4 FLOOR PLANS
F ation T AN anufac metho �giere�bbotl f datio entecks: o fired? o red ov x 6 and eronstruc s required.
Construction Plans:_✓3 COMPLETE SETS
✓frlans Legible _'Recognized Scale Ele_✓ vation Views _✓Cross Section
_Foundation Plan ►/Hoof Framing Plan oor Plan- Use of rooms noted(all floors)
_jZFloor Framing Plan -all floor levels including loft,crawlspace,etc. (<200 S.F. ??-stairs?)
Plan Details:
--Roof framing details,truss lay-out may be needed (Hip and girder location shown) M FC-:o-7M'2J 4, 5 .
I r all Framing-Does bearing-wall height exceed 10'?(Engineering may be required)
): ,teams:
_ Typical header:
Foundation: ooting size, reinforcement YYIOnd b
N1oConcrete Walls-Does Concrete Wall Height Ex d 8'?(Engineering may be required, see details)
Landings at all exits?Less than 30"above grades N
Fuel type:
_ - Location(s):
�lO Braced wall panels(shear walls)marked on plans or lateral engineering?
? (Engineering may be required) I'story of two story DI 45%,D2-55%
COMMENT
ENGINEERING REQUIRED
Braced wall panels/brace wall lines are not marked on plans(R602.10)
Amount and location of bracing does not meet minimum required iaa'able R602.10.1
DESIGN CRITERIA: All notes and details required as a result of the engineered analysis shall be transferred onto proposed
building plans. Wind 85 MPH, Exposure B(unless proven otherwise). Seismic Zone: Snow__psf.
IRREGULAR BUILDINGS R301.2.2.2.2
Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be
considered to be irregular when one or more of the following conditions occur:
1) Exterior braced wall line or BWP cantilevered or offset by more than 4'
2) Roof or floor is not laterally supported on all edges
2A) Portion of roof or floor extend more than 6 ft. beyond the braced wall line.
3) End of BWP extends more than 1 ft. over an opening more than 8 ft in width below.
4)Opening in a floor or roof exceed the lesser of 12 ft. or 50%of the least floor or roof dimension.
5)Portions of floor level are offset vertically
6)Shear wall lines do not occur in two perpendicular directions.
7) When a story above grade is includes masonry or concrete construction(exc: fireplaces,chimneys, and veneer).
When this applies the entire story shall be designed. In accordance with accepted engineering practice.
H:\permit tech building checklist.doc Revised 11-29-2007
Name rAm ii uCL Parcel#
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
Measurements for buildings are taken at the
perimeter of the farthest projections(example:
Exis4i eaves/gutters)
X =
Driveways ( _
X = Length of drive begins at the right of way
Parking Areas X =
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X =
X = Any paved, gravel or packed area per definition
above table
X =
Others X
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) 172
If the Total Impervious Surface Area is LESS TH 2O00 S are 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 r
eviewand inspection as may be required.
X Owner/Agent/Contractor(circle one)Date: 10 l b
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# BLD#
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:
http//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/d rain field 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:
Page 2 of 2
From:3609563109 04/20/2010 05:39 #533 P.002/005
DATE0420/10 PAGE 1
Quote/Purchase Agreement ORDER DATE 1 / ORDER#
DELIVERY DATE / / QUOTE# B100411
�!•U>*75 -w `�-� `°�= - DATE OF INVOICE / / CUSTOMER ACCT# 000001233
COMPONENTS INVOICE# CUSTOMER PO#
`✓ OF WASHINGTON ORDERED BY Valued Customer TERMS Prepay
SITE PHONE 360-509-2281 SALES REP Chad Johnson
5232 a ppa360-St.53 0057 F m 360- WA 109 MAIN CONTACT Valued Customer SALES TAX CODE user defined
Phone 360-753-0057 Fax 360-956-3109
Toll Free 1-800-860-8980 MAIN PHONE# CONFIRMATION COD
Scott Trammell JOB NAME:Scott Trammell LOT SUBDIV:
o MODEL:36x48 JOB CATEGORY:Residential-C
L
Allyn WA DELIVERY INSTRUCTIONS: Job Notes: PRICE IS VALID FOR DATES
T
o 360-509-2281 NOTED BELOW.
Loading...25RIO110 Wind---85b
Scott Trammell SPECIAL INSTRUCTIONS: Spacing...24" OC
e PO box401
Allyn,WA Lumber Species...Mixed
o1Allyn, WA F:360 476 6568(Call l st) Bonus Room LL...40psf
ROOF TRUSSES
PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB Ipprng Unit
PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT Height Weight
'r ATTIC
21 6.00 0.00 A01 36.00.00 36-00-00 2 X 6 2 X 6 02-0400 02-00-00 10-08.00 222.70
1 ATTIC
2 Ply 6.00 0.00 A02 36-00-00 36-00.00 2 X 6 2 X 6 02-00.00 02-00.00 10-08-00 212.53
COMMON
2 6.00 0.00 A03 36-00.00 36-00.00 2 X 4 2 X 4 02-00.00 02-0400 10.0605 296.10
ITEMS
QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES
FT-IN-16
48 Block I 2x4 Vent Block
PLEASE MAKE SURE THAT TRUSSES WILL FIT YOUR BUILDING!
1. Verify dimensions and configurations in truss calculations.
2. Note any changes or plan deviations in writing.
3. Verify that foundation and bearing points match floor and roof plans.
4. Delivery:
A) Verify adequate access to make delivery without danger to personnel, DELIVER
property or equipment. SUB-TOTAL $3,572.21
B) Contractor aids in unloading and landing trusses. SALES TAX 0.00% $0.0
C) Purchaser agrees to pay for tow truck if necessary.
5. Crane time exceeding 1.00 hours will be charged at a rate of$185.00 per hour. GRAND TOTAL $3,572.2
6. Terms:Cash with order except OAC. 18%per annum after 30 days.
Legal fees if necessary. TCW reserves the right to file liens as per Payment Terms Prepay
Washington State Law. Quote valid If Ordered by: 05/20/10 and
The undersigned builder, or his authorized representative,hereby accepts the truss designs, placement layout,
quoted price and terms as submitted. Truss Components of WA is authorized to produce trusses per its Delivered by 06/19/10
submittals as is,or subject to the attached changes and corrections.
Approved by:
TCOW Customer Date 0.8
Title PO #
SIGNED COPY MUST BE DELIVERED OR FAXED TO TRUSS COMPONENTS OF WA PRIOR TO SCHEDULED PRODUCTION
36-00-00
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A01
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A01
A01
A01
A01
A01
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po A01 0
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36-00-00
CUSTOMER Valued Customer
BUSS JOB NAME Scott Trammell
COMPONENTS
OfWATm"MoM ADDRESS
sf�. .,. JOB NUMBER B100411
DATE 4/20/2010
900/S00'd EE9# 6fi:90 OIOZ/OZ/ti0 601E99609E:w0ai
From:3609563109 04/20/2010 05:40 1533 P.004/005
Preliminary Profiles RE4 QUOTE DATE ORDER# DATE0420/10 PAGE 1
TRUSS —~ 4� ORDER DATE / / QUOTE# 13100411
&&-----&-&-,��`---�------�ft,;& _ DELIVERY DATE / / CUSTOMER ACCT# 000001233
REv NCOMPONENTS DATE OF INVOICE / / CUSTOMER PO#
OF WASHINGTON ORDERED BY Valued Customer INVOICE#
SITE PHONE 360-5092281 TERMS Prepay
5232 Joppa St.SW,•Tumwater WA 98512 Phone 360-753-0057 Fax 360-956-3109 MAIN CONTACT Valued Customer SALES REP Chad Johnson
Toll Free 1-800-860-8980 MAIN PHONE# SALES AREA
Scott Trammell JOB NAME:Scott Trammell LOT# SUBDIV:
o MODEL:36x48 JOB CATEGORY:Residential-C
L
T Allyn WA DELIVERY INSTRUCTIONS: Job Notes: PRICE IS VALID FOR DATES
360-509-2281 NOTED BELOW.
o .
Loading---25/7/0/10 Wind...85b
Scott Trammell SPECIAL INSTRUCTIONS: Spaclng"'24" OC
e PO box401
Allyn,WA Lumber Species...Mixed
o
g0Allyn, WA F:360-476.6568(Call 1 st) Bonus Room LL...40psf
A01 21 36-00-00
A02 1 36-00-00
A03 2 36-00-00
Job Truss Truss Type City Ply Scott Trammell
B100411 A01 ATTIC 21 1
Job Reference o tional p
Truss Components o WA, umwater,WA 98512 7220 s Dec 29 2009
Mi-ek Industries,Inc. Tue Apr 20 09:18:37 2010age 1
14-42-913 8-0-30 1933 1-912 248-67-14 305 30. 380-02
24 2 -9 4-4 ■
I 2-11-11 12-0-0 r
6x8 Scale=1:73.
6 j
6.00 rl2 34
3x8
7 3x5 II
3x5 5 21
420 19 8
1 5x4 II
8-1-6
7x8 9
7x8
3 9
b
5x6 i 5.6 Q
2JN 4 710
�1 12-0-0 „To
18 3x6 II 17 16 15 14 13 3x6 II 12
5x12 MT20H=
8-1-2 4.8= 6x6= 64= 4x6= 8-1-2
240 11-10-4 24-1-12 30-10-2 36.0-0 2406a�/0#
r 5-1-14 I 6-8-6 12-3-8 I 8-8-8 5-1-14
Plate Offsets X Y: 2:0-2-11 0-2-8 3.0-4-0 0-3-4 9:0-4-0 0-3-4 10:0-2-11 0-2-8 13:0-3-8 0-2-0 17 0-3-8 0-2-0
LOADING(psf) 0 SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP
(Roof Snow=25.0) Plates Increase 1.15 TC 0.97 Vert(LL) -0.74 14-16 >582 240 MT20 185/148
TCDL 7.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -1.10 14-16 >390 180 MT20H 165/146
BCLL 0.0' Rep Stress Incr YES WB 0.56 Horz(TL) 0.06 12 n/a n/a
BCDL 10.0 Code IBC2006/TPI2002 (Matrix) Attic -0.51 14-16 287 360 Weight:223 lb
LUMBER BRACING
TOP CHORD 2 X 6 DF 1800F I.BE*Except' TOP CHORD Structural wood sheathing directly applied, except end verticals.
TV 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
BOT CHORD 2 X 6 DF 2400F 2.0E WEBS 1 Row at midpt 5-19,7-19
WEBS 2 X 4 HF Stud/Std*Except' JOINTS 1 Brace at Jt(s):19
W1,W7,W6:2 X 4 HF No.2 M1Tek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance
with Stabilizer Installation uide.
REACTIONS (size) 18=0-5-8,12=0-5-8
Max Horz 18=105(LC 6) OA
Max Grav18=2406(LC 1), 12=2406(LC 1) _
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. p
TOP CHORD 2-3=-3120/0.3-4=-3421/0,4-20=2844/0,5-20=-2777/0,5-6=-14/258,6-7=14/258.7-21=-2777/0,8-21=-2844/0,8-9=3421A3,9-10=-3120/0. t
2-18=-2271/24,10-12=-2271/24 G
BOT CHORD 16-17=0/2729, 15-16=0/2921, 14-15=0/2921, 13-14=0/2729 i
WEBS 5-19=3179/0.7-19=-3179/0,4-16=0/776,8-14=0(776,3-17=832/15,9-13=-832/15,2-1 7=01266 5,3-16=-49/593,9-14=-49/593,10-13=0/2665 O
NOTES CC3
1)Wind:ASCE 7-05;85mph;TCDL=3.5psf,BCDL=5.Opsf;h=15ft;Cot.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed,end vertical left and right exposed;Lumber DOL=1.60 plate grip
DOL=1.33
2)TCLL:ASCE 7-05;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1A O
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads,
7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas More a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members.
8)Ceiling dead load(10.0 psf)on member(s).4-5.7-8.5-19,7-19. Wall dead load(10.0psf)on member(s).4-16,8-14 W
9)Bottom chord live load(40.0 pst)and additional bottom chord dead load(1.0 psf)applied only to room.14-16 iW
10)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/fPI 1.
11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE
O
LOAD CASE(S) Standard O
CM
O
O
(71