Loading...
HomeMy WebLinkAboutBLD2010-00199 Cancelled Detached Garage - BLD Permit / Conditions - 8/7/2011 • 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 1 , Shelton,WA 98584 i� RESIDENTIAL BUILDING PERMIT BLD2010-00199 OWNER: DAVID EVANS CONTRACTOR: LICENSE: EXP: RECEIVED: 3/22/2010 SITE ADDRESS: 111 E LUND DR SHELTON ISSUED: 4/23/2010 PARCEL NUMBER: 321307590181 EXPIRES: 10/23/2010 LEGAL DESCRIPTION: TR 18-A OF SURVEY 4174 LOT: A SP#795 PROJECT DESCRIPTION: DIRECTIONS TO SITE: NEW DETACHED GARAGE BROCKDALE RD, R ON JENSEN RD, R ON LUND DR TO SITE ADDRESS ON THE LEFT SIDE General Information Construction&Occupancy Informa on I I quare Footage Information No. of Bedrooms: Type of Constr.: B Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: Lot Deck: Type of Work: ACC Fire Dist.: 5 No. of Stories: 1 Occ. Load: B 'din � Garage-Detached 1,920 Valuation: Building Height: 22 O c. Stat im as 1 Manufactured Home Information SetbackAfqtmati4kn Shoreline&Planning Information Make: Length: (F . Fro E 100. F Shoreli e: Ft Water Body: R ar: 20. Slop t. SEPA?: Model: Width: 20 Shoreline Desig.: Not Applicable Si 1: Year: Serial No.: Si 2: 10 F Comp. Plan Desig.: Rural Plumbing Fixtures echanical Fixtures FEES Type Q T e Qty. Type By Date Amount Receipt Plan Check Fee GMM 3/22/2010 $523.09 S12010000 Planning Review Fee GMM 3/22/2010 $205.00 S12010000 Building Permit Fee GMM 3/22/2010 $804.75 S12010000 Building Permit Fee GMM 3/22/2010 $804.75 S12010000 Building State Fee LDK 4/8/2010 $4.50 512010000 EH Plan Review KKK 4/16/2010 $103.00 S62010000 Total $2,445.09 BLD2010-00199 Please referto the following pages for conditions of this permit. 1 of 5 • CASE NOTES FOR ` BLD2010-W199 CONDITIONS FOR BLD2010-W199 1) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X_ 0= 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). Xf, 3) 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 6c 1 4) 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. X 5) 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 6) 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 Q1 7) 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. BLD2010-00199 Please referto the following pages for conditions of this permit. 2 of 5 i c 8) 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. X A: , 9) 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. X S 10) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X_ 11) 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. v 12) Per IRC -SECTION R905- REQUIREMENTS FOR ROOF COVERINGS - R905.1 Roof covering application. Roof coverings shall be applied in X accordance with the applicable provisions of this section and the manufacturer's installation instructions. a 13) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. A. Drainfield/ Reserve requires a 10ft 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 14) 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. X 15) 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 and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. X 16) 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 rev o tion. X � BLD2010-00199 Please referto the following pages for oonditions of this permit. 3 of 5 17) 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 18) 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. X �{ 19) 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 de prior to requesting additional inspections. X Z. 20) All property lines shall be clearly identified at the time of foundation inspection. X fCy 21) 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 inances and building regulations. X 22) 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. X 23) 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. X 24) Retaining walls needed to support a surchargesuch as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. X BLD2010-00199 Please referto the following pages for conditions of this permit. 4 of 5 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__annnd structure for review and inspection. OWN ER OR AGENT: �U�1V 1 SAN k" DATE: Z) � �Q- BLD2010-00199 Please referto the following pages for conditions of this permit. 5 of 5 M CONCRETE I/W MECHANICAL MANUFACTURED HOME Co D 1111)eFootings/Setbacks 6 piping By Ribbons z o Interior Date Interior-Date By Date By Exterior Date Y By 0 (0 e2 B Exterior-Date (0 Set-up > Point Load I Isolated Footings INSULATION Date By BG I SLAB INSULATION Date By Data By FIRE DEPARTMENT Foundation Walls Floors Date By Date BY Data By DECKS FRAMING Walls Date By Date By Date By PROPANE TANKS PLUMBING Vault I Date ...... a-y Date By OTHER Groundwork Attic Date By Date By Type Date By D.W.v DRYWALL Type- Int.Brace Wall Date By to Date By Dal. By FINAL INSPECTION CD Water Line Fire Separation Date By Date By Date By CD Pass or Request Inspect. 0Type of Insp. Fail Date Date Done By Comments CD CO 6 Fl? <77- � ( T T ee?/-- -24 A0 S'-2t—l" 7—A-1? 2-7—// 2-7-11 SPY�d2 IKA ed EL v 0:3 U) CD 0 Permit,# MASON COUNTY BUILDING l/l 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 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 compliance 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 t0 damage incurred by recent "natural/man made" ❑This is not a complete inspection disasters.This is NOT a r/ /�'� Date �` z /-/G� Department��� CORRECTION NOTICE. Inspector �T p �4 ■� _ I�1' � �''- � i �' "_ ■' III MI II ■ ■ fir( _ 1I► MEN rO ■■ ■ ■ 1 � ►� ■�_ ■ ■mmimmmm EMS0,64- mm mile ON 0 ■■■.fir■ ■■ �M ■■,�l�rr ■r ■ ■ ■■■■ :�■ ■►■■ "! ■■■ ■■ISM ■■■ r mom r■INN r■ ■■■■■■■■M ■■■► ■M►M1 M■■■■Lim■■■ ■■■ION■■■■ MONO►■■ 11■MONO■r1■■■ M■ ur■ Mi■■ '1r M■M■■mM■■ ■ ■O no oil ■� � ENE■►�■■■ ■ ■■� �9�.r■Orr■■■ ME" �I■■■ ■■■is ■.■■■■■■■ ■MU r ■M■■ME■■■ ■ NONSENSE ON 111M■M■M■M■i Mr ■I■■■■ ■■■■■■Or■�1 r■�■■O■ 1■M MIEN■■ ■r ■ri1M■M■ 1 0■010 ■■■■MOOR■■■■■■�■ M■t ■■■ ■■ ■■■I■ ■r■rr■relr�■■r�_ : R. 11 ■ rr■ �■■ ■ ■I -.1 Run MO■!■r■r■r ■OOr 'Orr■■l/M ,. . •OO ■Or■rid■ ■� ■� � rse��m��c■Or���r Sam-ilin rrr; MESIS MOMEMS �"1" T ■R ■ ■■ ■ I/1 r■■■Mr■1� . •• • Name I t4V id SUCt nS Parcel# -32130" r7 5 - 'i oIc`� BLD# 010' QU 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 - X = Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X ivewa s X = Length of drive begins at the right of way Parking Areas 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) �o�U 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- describ roperty for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: ho 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 ra infield 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 rim a W1 MiTek POWER TO PERFORM. MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: 6451 S Fax 916/676-1909 6451 S Parker Buildings Evans The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Truss Technology, Inc.. Pages or sheets covered by this seal:R31343782 thru R31343782 My license renewal date for the state of Oregon is June 30,2010. 9 P R OFFS LNG I N E�c9 2 16890PE N cl:> �o�AT O G `�'0)-%, F EV IRATIO AT 6/30/10 March 1,2010 Tingey,Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-1995 Sec.2. tsUILDING REC EIVED MASON COUNTY, 3� Truss Truss Type Qty Ply 6451 S Parker Buildings Evans 6451S 40'IBC4S DEL.MOD.QUEEN 16 1 R31343782 Job Reference(optional) Truss Technology Inc.,Salem,Or. 7.060 s Jan 22 2009 MiTek Industries,Inc. Sun Feb 2813:46:33 2010 Page 1 �_. 7-7-1 _— ._ J3--9-8 _ I _ 204-0 -- — 26-2-7 _�2-9-L5 _ _ _30-0-0 7-7-1 6-2.7 6-2-7 6-2.7 6-2-7 7-7-1 S.I.,3116-=1' NOTE:ACTUAL O.C.SPACING THE TRUSS IS 2-TRUSSES EVERY CONT.2X6 12'-0"O.0(SEPARATED BY A 5-1/2"SPACE). THE SPACING e.e BLOCKING OF THE BOTTOM CHORD LATERAL SPACING MAY BE 400 12 INCREASED TO 20'-0"O.0 PROVIDED CONTINUOUS s TYP.10D 2X6 BLOCKING USED ALONG THE FULL LENGTH OF NAIL THE BOTTOM CHORD(SEE SECTION A-A) CONNECT \ 3.6 BLOCKING WITH 10D NAILS AT 6"O.C.ALONG EACH 6.e 3A B.C. 6.e 3 4 �, e 7 2X6 B.C. SECTION A-A 3x6 � 3.6 2/ j— e 1 � A = We= 12 A, - 11 10 6XIS= 6.10 &a - 6x10= 13-9-9 _. _26-2-7-- — -—. - _- _.. _ 40-0-0 13-9-9 124-15 13-9-9 Plate Offsets(X.Y): f1:0-0-0,0-0-41,19:0-0-0,0-0-41 LOADING(psf) SPACING 6-0 0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.56 Vert(LL) -0.52 10-12 >907 240 MT20 220/195 (Roof Snow=25.0) Lumber Increase 1.15 BC 0.80 Vert(TL) -0.71 10-12 >669 180 TCDL 3.0 Rep Stress Incr NO WB 0.52 Horz(TL) -0.24 1 n/a n/a BCLL 0.0 Code IBC2006/TPI2002 _ (Matrix) - Weight:265lb BCDL 1.0 LUMBER BRACING TOP CHORD 2 X 8 DF SS G TOP CHORD 2-0-0 oc purlins(2-10-5 max.) BOT CHORD 2 X 6 DF SS G (Switched from sheeted:Spacing>4-0-0). WEBS 2 x 4 DF Std G'Except' BOT CHORD Rigid ceiling directly applied or 3-11-4 oc br ' 5-12,5-10:2 x 4 DF No.18Btr G WEBS 1 Row at midpt 2-12,5-12, S. �7N JOINTS 1 Brace at Jt(s):5 (, REACTIONS (lb/size) 1=3440/0-5-8,9=3440/0-5-8 QQ' OF WAS/f7��! Max Horz9=-246(LC 6) Max Upliftl=-1784(LC 7),9=-1784(LC 8) yP pt FORCES (lb)-Max.Comp./Max.Ten.-Al forces 250(lb)or less except when shown. TOP CHORD 1-2=-8557/4316,2-3=-7120/3557,3-4=-6808/3568,4-5=-7101/3819,5-6=-7101/3820, 6-7=-6808/3568,7-8=-7120/3557,8-9=-8557/4311 BOT CHORD 1-12=-3905/7864,11-12=-2230/5112,10-11=-2230/5112,9-10=-4135/7864 30496 WEBS 2-12=-1360/1012,4-12=-1486/727,5-12=-1434/2791,5-10=-1436/2791,6-10=-1486/731, �.o FCISTt Rb �v 8-10=-1360/1006 SfON'A L ON NOTES 1)Wind:ASCE 7-05;100mph;TCDL=1.8psf;BCDL=0.6psf;h=25ft;Cat.Il;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 EXPIRES: 08 01-10 2)TCLL:ASCE 7-05;Pf--25.0 psf(flat roof snow);Category Il;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. �0, D PROFF/S 5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify rs adequacy of top chord dead load. \� I EFi9 /O2 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7)A plate rating reduction of 20%has been applied for the green lumber members. C y 9f 8)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard -o O GO ,�06j MRS.i��' EXPIRATION DATE:06/30J10 March 1,2010 A WARNING Verify design parameters and READ NOTUS ON THIS AND INCLUDED AffTEKREFBRENCE PAGE W1 7473 res.I0 08 BEFORE 1TEE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown IT@k is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ro..w,o fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Hill Quality Crltedo,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Inloanafbn avoilable from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 L. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 4 3/" Center plate on joint unless x,y Failure to Follow Could Cause Property 4 offsets are indicated. 1 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides Of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See SCSI. O_1/f Q, 2. Truss bracing must be designed by an engineer.For 1 2 3 wide truss spacing,individual lateral braces themselves _ TOP CHORDS may require bracing,or alternative T,1,or Eliminator CI-2 C2-3 bracing should be considered. WEBS AC55 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O 3 �3a 30 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate U = designer,erection supervisor,property owner and plates 0-'aa' from outside a U all other interested parties. edge Of truss. O c e ce- O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each 6 5 joint and embed fully.Knots and wane at joint This symbol indicates the B required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. The first dimension is the late CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 10.Camber is anon-structural consideration and is the width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 95-43,96-31,9667A 13.Top chords must be sheathed or puriins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ff.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2006 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. __® 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek' is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM." ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet:MII-7473 rev.10208 ,. ...r. ;.n �:. 'R!rr,+nw!�n ;�^T?�wRFRw:•.A'Ky '"'`.-'a!"'T,.n?t'^'"'"' .'.•','eq."R .,.;"7n%°�'k*PI!�°h"."^"�"'^"`.. t, FORM MUST BE COMPLETED IN INK MASON COUNTY PERMIT NO. 2DID =0�`� PLEASE PRESS HARD BUILDING PERMIT APPLICATION)G4n 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 —t On the web www.co.mason.wa.us APPLICANT INFOT ATION CONTRACTOR INFORMA.ION Owner A�- A-,.0 1, Company Name Awl-f Mailing Address III /- Lw+C/ G, _ Mailing Address City 5 ail t=1, State'-.1A Zip Code r City State Zip Code Phone Ma,) '11 L 0095 Other Ph/--..)"- 1.) cifF'3-L Phone Other Ph. Lien/Title Holder Contractor Reg. # Exp. E mail address ^ )3 ,4 n'^ ) E Mail Address Drivers Lic. # DOB Drivers Lic. # DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic/20 Existing Septic itJtj Connect to Water System _AJL Name of Water System A./ Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Di .t Parcel No. U Fire District Legal Description T r2 u _!� `/ ` Site Address (Please include street name, street number and cit ) � Directions to site /O�kdl-!< Jav�� _: �� ���i ' ��75'' �� '� TG Jr L� TA al Will timber be cut and sold in parcel preparation?Yes o Is property within 200' of Saltwater Lake�River/Creek J Pond Wetland Seasonal Runoff . Stream ,'/C? Slopes or Bluffs > 15% f Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New A, Add Alt Repair Other PRIMARY RESj5ENCE ❑ SEASONAL ❑ Use of Building .jam Describe Work V)r,- ­ r . No. of Bedrooms e> No. of Bathrooms Square Footage- 1st Floor "t'1C. 2nd Floor 3rd Floor Basement Deck Covered Deck Other 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 cr 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. 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 OFAPROGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THEAPPLICATION. X / f _. Date: �'i'��Z Owne-rTOwners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Department r� Environmental Health Department Fire Marshal FEES Building Permit Fee Site Ins ection Plan Review Fee EH Review Fee Plumbing & Base Fee Planninq Review Fee Mechanical & Base fee Other Wood / Gas/ Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES 1