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BLD2013-00222
IJILDING PERMIT APPLICA 4 BRDI3-002 2 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00222 Received Date: 7/23/2013 SITE ADDRESS: 120 POINT VIEW AVE BRINNON, 98320 OWNER: DONALD F DOWNING JR PHONE: 206-276-3752 5000 39TH AVE NE UNITA SEATTLE WA 98105-3079 OLYMPIC CANAL ADDITION 3 SUBDIVISION: Block: 6 Lot: 11 PARCEL NUMBER: 980700606 Section: 21 Township: 25 N Range: 02 W CONTRACTOR: TOWN & COUNTRY POST& FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI POST FRAME GARAGE 28' x 32' - NO PLUMBING, NO HEAT TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW IN VALUATION 20,579.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 896 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: 2).- //,-rV t3 Type Amount Paid By: Date: Receipt: Approved/Date Permit $278.00 JLA 07/18/13 142292 State Building Code $4.50 JLA 07/18/13 142292 Plan Check $180.70 JLA 07/18/13 142292 Total: $463.20 \\firlcmorlr\rInt,\forme\F RI fl Ann P1r1 rn+ 7171/')(11'2 CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX(360)379-4451 Carl Smith, Director/Building Official PERMIT#: BLD13-00222 SITE ADDRESS: 120 POINT VIEW AVE Issue Date: 08/16/2013 BRINNON, 98320 Final Date: 11/26/2013 APPLICANT: DONALD F DOWNING JR PHONE: 206-276-3752 5000 39TH AVE NE UNIT A SEATTLE WA 98105-3079 SUBDIVISION: OLYMPIC CANAL ADDITION 3 Block: 6 Lot: 11 PARCEL NUMBER: 980700606 Section: 21 Township: 25 N Range: 02 W PROJECT DESCRIPTION: POST FRAME GARAGE 28'x 32' - NO PLUMBING, NO HEAT THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 11/26/2013 \\tidemark\data\forms\F_BLD_Occupancy.rpt 12/17/2013 ! &•Ar)k 4)'LW A 4, JEFFERSNTY III f ,,,,, 4, 40 ►e; DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 • $ 1,5" wv/w.c9ji451) • .wau 9-4451 Fax ccc www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: j?roj�Description(include separate sheets as necessary): /� ._4`I/_1_ ." [� I _ fat• VIII c..-. 4,'At . Tax Parcel Number. /I in) Property Size: (acres/square feet) �R�Addr¢sF and/or Directions to . ,,-rty: ot,�- ViEUv I uAcx! IzjiQ • .g 326 Property Owner(*)of Record: 1* loo. Telephone: (2t 2.76-676,2. Fax: emati: Mailing Address: Sl�ILX� .f ArVE NE 61511777 r WA 98106" Applicant/Agent kir different from owner):-MAIM A aeOl/ttfle POST-FRAME j3(//L.1)INf1S Telephone:(425) 743`)SGS Fax:(426)74 2--4378 email: PXmi i1csist r /wbi/f Mailing Address:I652 i i4W y q C p L'1NAWLs 1 WA 99037 40-/VI t kind of Permit?(Check each box that applies Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor.Major or Reasonble Fa nnmic t Lca) ❑Single Family X Garage Attached/Detached ❑Conditional Use[C(a), - . - ((�� ❑ Manufactured Home ❑ Modular ❑Discretionary'D"or Un -�y :. .V lS I ❑ Commercial* ❑Special Use(Essential ° . act Ies i ❑ Address Use ❑Road ❑Boundary Line Adju i Approach JUL 1 8 2013 ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat*" • ❑Sign ❑Planned Rural Residential is** ❑Allowed`Yes'Use Consistency Analysis ❑Plat Vacation/Alteration** JEFFERSON CO I\M ❑Stormwater Management ❑Shoreline Master Program Efl6PP kfrOPiiiiiiii` i 9iiii iet ❑Site Plan Approval Advance Determination(SPAAD)a ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment O Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **R Mires a Pre l,• cation Conference Please identify any other local,state or federal permits required for this proposal,if known: I hereby designate \ W .-Gp v DESIGNATION OF AGENT tiff to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE % 0 // Date: �O� ''� By signing this application form,the own- /agent attests that the information provided herein,and in any attachments,is true and coned to the best of his,her or ds knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit I further agree t..• access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and anA`. -, later inspections. Staffs access and right of entry will be assumed unless the applicant i�fortr�s the County in writing at the time of the ap.. , 1 at he or she wants prior notice. c ) ! Signature: . .... ....1., Date: �,GC� The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential take'of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been'- ued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your 40 action(s)ev, " are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-tran-�-• . responsibility for adhering to and complying with the ESA. The Applicant has read this disclaim.de signs and dates it below. Signet _a/6 b�<.(�1 Date: ( \PecmitCenter\###DORMS###\DRll FORMS\Master Pernik Application 5-29-OS.doc BUILDER STATEMENT 4 The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the r ibility of the General Contractor for the p project, • Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED STALLER: PHONE: FAX: /QCIM/V114 D& Y / _ (426Y 743 1555 42S)742-4378 MAILING ADDRESS: 2 ma A. i ` #C, L4I ..'�/.l EMAIL:�aprnu* QSSI a)t,rp ia.bi(4,C[!nt CONTRACTOR'S LICENSE /� ,i37wAIN 6 NUMBER: crV /0 C',AF Ng LT NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: X. New 0 Wood Existing: CI Sewer o Addition 3 Steel Proposed: Bank Community System EI Alteration/Remodel o Concrete Total: Height: U Individual System O Repair 0 Masonry SEP Permit# O Demolition x Other} Bedrooms: Water Supply: Existing: Setback: o Private well 0 Two Party Type of Proposed: Public --4--- --w-4y .,11; ( Name of System:, If this is a Commercial Protect you must answer the following: Number of Parking Spaces: Current, Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank andlor Appliance Installation permit mark all items below that apply: I U• nderground Tank I Above ground Tank Size of Propane Tank: I Heat Stove I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank I Pellet Stove I Other is this appliance being installed in a Manufactured t Mobile Home? Yes / No • When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to a!!prope►ty tines,buildings and septic system components, includin. the reserve area. °�.da� fir ' A5 S•oars Foote!a Current .•. . 1111111111't:::.ai*,,I,� EH Bid App Review:n7$•, , . "61---1.-.7.vim`--* s ,1 Consistency Review: ` r Other Heated Base fee: Mezzanine � i R Additional Section: '.."'` :.,_�c ri t; Plan Check few: pr .• �_� 41, . .. . -~ State Surcharge fee: 4 Other Unheated 'eA: -4� =. Pot Water Review fee: Garage/Carport �� 4 SUBTOTAL ial Decks ttri 911/Rd Approach fee: Other ,ue TOTAL: , t= : Receipt Number: 2. g, ? CashlCheck Number: i ^1 pi L ESTIMATED COST(REQUIRED) Date: 17 1�'. 15 • •Fair market vigue of all labor and materials foundation to finish A015/7 , off- ) Initials: GAP ennitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-O$,doc •p Front Parcel Review 0 Parcel 980700606 Printed: July 24, 2013 DONALD F DOWNING JR Site Address: 5000 39TH AVE NE UNIT A 120 POINT VIEW AVE SEATTLE WA 981053079 SEATTLE, WA 981053079 BRINNON WA, 98320 Parcel Number: 980700606 S-T-R: 21-25N-02W Total Acreage 0 Legal Description OLYMPIC CANAL ADDITION 3 BLK 6 LOT 11 Land Use: 9800 Flood District: Fire District: 4 Planning Area: H Flood Map(FIRM)Panel No: School District 46 Zoning: k2\,D COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ r/] Plot plan states "property line" [0 Assessor's Map (Property lines on submitted plot plan must match the pnperty lines as identified on theAssessor's 1/4 map) [ ] Legal Access to Property YES .6O id,. z.3"L R h-P 0 VCZ) [V) Parcel Tags or Scanned Documents YES NO [11 ESA's: Special Reports Nearby YES eO [� Designated Ag YES i [0 ic�Shoreline Designation: ES NO [X. Shoreline Slope Stability: YES Stream Type:YES Fish& Wildlife:Y Qo Wetlands: YES O Rare Plants:YES O Seismic: YES • Landslide: YES 0 Flood: YES .• Erosion: YES a• Aquifer Recharge Area° NO 5 L. SIPZ: ,none At Risk High Risk Coastal CMZ: one High Risk Moderate Risk Disconnected CMZ Stormwater site plan submitted: YesNo [v]' Forest Lands: YES C Adjoining Forest Lands: Commercial/ Rural/ Inholding [✓], Mineral Lands: YES AP [ Agricultural Lands: YES v, Archaeology: YES e [ ] Stormwater: New Impervious Surface i*Y -O Land Disturbing Activity 8 1 q ESA's N / Stormwater Req's:Min Req#2 Min Req#1 thru#5 I m Req#1 thru#11 Engineering [4 Notice Provisions/Disclosure:Ai sort YES MRL YES A. Forest Lands YES rr [ Landscaping Required: Yes lo [ ] Parking Spaces Re wired NO 2 Other r NA7 Building Height: 35' UBC Standard 4 NO k(" r1 CA 20y\Q_ . --&-ZcsecNenr. Ok c CQc43 .5ike, pin, , TAGS It ac --?.,d - [ ] Impervious Surface covera ercentage: o Ir Resource Lands&Public: 10 Rural Residential: 25% Rural Indus Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] Total Building(s) Size: e% RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [✓] Setbacks: Front: Q Left Side: 5 Right Side: ' Rear: Shoreline Setback: LSHA Setback: [4 Road Classification: o • _ : , ea + et& ,, ■• lkAP Wb Road Approach: EXISTING NOT REQ'D SEPA Required: YES EXEMP [ tAr Flood Certificate: V ' Existing Case &Condition(s): C M, \� —ti - -� \f v `1 G . �Icf} s Violations: es No "'1 "1 ► ob Pic r1 prtr srP)Q Q d [V] Recorded Da e of Subdivision:p ` FN stt<.�.�1,k Over 5yrs=UDC Plat Conditions: -�iu.c.Aid 3<5yrs=Plat Conditions on plat or Old Ordinance [ Lots/Require Declaration of Restrictive Covenant YES , submitted: YES NO [ UGA No Protest Agreement YES NO, submitted: YES NO [� Site Visit conducted YES • [J Require Final Zoning Approval' 'E e [ , ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Cases Associated with APN 980700606 Cases Name Review Type Status Planner BLD13-00222 DOWNING JR P Application Received: 7/23/2013 Permit Issued/Case closed: Case Finaled: POST FRAME GARAGE 28'x 32' - NO PLUMBING, NO HEAT COM13-00072 DOWNING JR VIO Application Received: 4/17/2013 Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 7/24/2013 Page 2 of 2 • •. R ECC QVEr=.....1 ill.)-� JEFFERSON COUNTY t‘4,0, DEPARTMENT OF COMMUNITY DEVELOPMENT JEFFERSON COUNTY 621 Sheridan Street• Port Townsend •Washington 98368 DEPT OF COMMUNITY DEVELOPMENT ': 360/379-4450. 360/379-4451 Fax `�:'0 http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# PROJECT/APPLICANT NAME: !D(AAIl IIIs 11h-A P�.tll nat iWiclt_S Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. PI2OPE21y ^ IS N (LECi2 T1aNAU LarU5W Fo2� P(A1C7t C`. tom: �7 y F . 11 1✓281)(-32' eDC n Existing Conditions Summary WEN( I�- 2. Describe the existing topography. Indicate contours on the site map. EN( 5(,,,[C, i4-"T 5 LOW- i V( 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. Et.ITIEE WT N PFP12S lb E /..Ail V> W13E/k 7oa t b,2.. /2ik-AL LA CtSr w ITN- MAr-t-u2E-re-a5 . 4. Describe the existing soils. Indicate soil type on the site map. 5. Describe the existing site hydrology(i.e.,drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate acreage of each. NIA 6. Describe any excess levels of noise generated by the proposed use or activity: g 0l t f stormwater site plan template.doc—rev.10/12/2003 5 _ • • I II 1 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive area suchjekwellaeds2gOams steep slopes,etc.)on the site. Indicate location on the site map. 1\‘� - J JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads,and sensitive/critical areas (streams,wetlands,lakes,steep slopes,etc.). 1 I K4 Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed(i.e., per BMP T5.3O in the Manual)or, if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities.N A 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"large"projects or projects that involve the potential for dispersion of contaminants.] ,� r I 11. Describe the performance goals and standards applicable to the project. N pc 12. Describe the flow control system. 0 U,TTE_72s cur s iUtu 5PiAsi4gu rrs stormwater site plan template.doc—rev.10/12/2003 6 • • 13. Describe the water quality system. 14 14. Describe the conveyance system analysis and design. ,�r ik 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material.kl A 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. ( t k 17. Describe the proposed surfacing material. 1\1\ p 18. Describe methods for restoration of the site. 0 k 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. N\,i 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. .A 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. 0( 11111. - IMILWAF311 I ILI Lii 1 '1t JUL 1 8 2013 stormwater site plan template.doc—rev.10/12/2003 J - CEP?OF • • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. 0,/,£iNI6 Li 11 ITS vviLL, hF STAID a- ?-' 2. Establish Construction Access. Pr 3. Control Flow Rates. A. 4. Install Sediment Controls. 5. Stabilize Soils. Acv PILES Fog W2ETf14. 401412s Tb 2 c - c V\I Halal-i 6. Protect Slopes. NIA 7. Protect Drain Inlets. , a 11 1LRINiI 1II\�/l I. In 11 Li 1 8 (":,',:i3 stormwater site plan template.doc—rev.10/12/2003 JEFFERSON COUNTY DEPT OF COMMUNITY Dn/ELtiPIV;FNT • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. / N 9. Control Pollutants. g 1 10. Control D Watering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). , J(4 12. Manage the Project. N A 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). N-1 C k b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). fnn(( • 1 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. NM r ECE - V . ra is R h JUL I6 ''. 3 I ' J 1_1 JEFFERSON COUNTY stormwater site plantempiate.doc—rev.10/12/2003 __,_, DEPT.OF COMMUNITY DEVELOPMENT 9 0 b. Description of special requirements for working in or near environmentally sensitive areas. Pi 1 N 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure). Al A, 5. Construction Phasing. a. Construction sequence b. Construction phasing(if proposed) (1'.. r 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. II. Wet Season Construction Activities. a. Proposed wet season construction activities. I V I\ b. Proposed wet season construction activities for environmentally sensitive areas. (/ 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities.K p b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 141 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. b. Diversions. ,,WI n I-- r • , L-- � C1 c. Waterways. ml L-. , In d. Runoff/Stormwater Detention Calculatio s 11111/ -111111 I1, , JUL. 1 } i,3 ii _li stormwater site plan template.doc—rev.10/12/2003 JEFFERSON COUNTY 10 . DEPT.OF COMMUNITY DEVELOPMENT •• SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan,a stormwater site plan,and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines,pasture areas,etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales,interceptor trenches,or ditches. b. Show all temporary and permanent drainage pipes,ditches, or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades,dimensions,and direction of flow in all ditches,swales,culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s),pond(s),pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. , ( f IN c. Indicate the trap/pond storage required and the depth, length,and width dimensors. (--� d. Provide typical section views through pond and outlet structure. J e. Provide typical details of gravel cone and standpipe, and/or other filtering devices f. Detail stabilization techniques for outlet/inlet. JUL 1 E g. Detail control/restrictor device location and details. _ h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s), if applicable. JEFFERSON COUNTY DEPT OF COMM1'NITY uEdFLOPMENT j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. stormwater site plan template.doc—rev.10/12/2003 11 • 4 Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities,flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the a cted property. _PLO(LANDOWNER OR AUTHORIZED REPRESENTATI IGNATURE) (DA�///0 THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: Frn_ EpEuvt- D Ikp, ,\d\--':'('Li\,, L_.____JUL 1 8 JEFFERSON COUNTY DEPT.OF COMMUNITY DEL'ELOPt��ENT stormwater site plan template.doc—rev.10/12/2003 12 •Kr z • • 2 L Li & , a C\1 LC) -- --""alai'1 g a s a w 1 Z S '. o W CD - N Z O F- CL N (MZ - NSZ - LZ 4/L3N) in 4 SKAitiittkr N3W I7O 1SY3HLNON NI 03flN11NOS 5107 Ct iftIS4A 1047/ . dirik.04Nr#4,4*-11 0 , ♦ 0 z o * Lvirif � ® >� m daA o �► � , m/w®v ,,, 10,Z4Pipe* fo Plq1111 vwv o aeali -;-, lik a � ® _ ® ,, ®v�doov©v© yy. VS ite ',i s,�e ® ivev ©iig III 3 u N o mum vvvvo gar. 3 MIND N ° ® •as 000M (i•,!IIit ,o link i ON r O pic V.13.3 yD r u "PAW_ N r p�§ N xM • 6'6CLL (MZ - NSZ - OZ 4/L3N) _ S88 3 °w S - _ ° 8 w 3 8 "x 0§do -1 boo Jo woo m _ _ °g zo a 3 $wgO 3 zz"ow�'oa�$ ! O O a m o N Z€ $ < o Z a a r _ i o o 2§o 1 i f m f o i N s <�€rc 6 ff wo q "8°'8i f , - ,o 6 a o �" dnaw 0 - _ i� WI` S . ' JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 4\\:::1::_ett.gyi 621 Sheridan Street• Port Townsend••Washington 98368 360/379-4450.360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME:1/,V VN F+NQ L.{.GIJV ' 7 DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E..SITE) Size of parcel 'SO acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 8712- sq/ft Land-disturbing activity is any activity that results in movement of earth,or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to Bearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY.CONVERSION OF NATIVE VEGETATION.AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert 3/4 acres or more of Construction site for structures " sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes Well,utilities,etc. sq/ft Does the project convert 2'h acres or more of native vegetation to pasture? Driveway,parking,roads,etc. 5vo sq/ft Circle: Yes Lawn,landscaping,etc. sfit Other compacted surface,etc. / / sq/ft Indicate Total Volumes of Proposed: �/� Total Land Disturbance /J")La sqlft Cut Fill 2-'qte" (cu/yd) J/ UL18 ?Q137 / [over] t� B t stormwater calc worksheet—REV.2/20/2008 / 0 • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops,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. STORMWATER CALULATIONS-IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 8194, sq/ft Structures(all roof area) sq/ft Sidewalks sq/ft Sidewalks -9- KIM Patios -e- sq/ft Patios °& sq/ft Solid Decks sq/ft Solid Decks .. sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc sq/ft Driveway,parking,roads,etc sq/ft Other -'lP-. sq/ft Other ' ,..- sq/ft Total New WI, sq/ft Total Ex CJ isting -- sq/ft TOTAL NEW+TOTAL EXISTING* ' 1., sq/ft "This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v.REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: (% Does the site have 35%or more of existing impervious surface? Circle: Yes FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the a 'NI. 2 should be used to determine the applicable Minimum Requirements. If the answer is no,the proposal is considered N- tca s-, - attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Cha ■�-•• '� ,se i` ft Requirements for stormwater management. DCD staff will help verify the classification of the project and t -iht'• -tion • s,.isW For proponents of "small" projects who must comply only with Minimum Requirement #2—Const tonnwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 El. to cgntgl erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the proj-•.iP up tfie Conittilc 3 Stormwater Pollution Prevention(SWPP) Best Management Practices(BMPs) Packet. Proponent o " -dium"projects—those that must meet only Minimum Requirements #1 through #5—and for large" projects—those tha, must = r Minimum principally foorsru al residential projects. Complete the template e in the Stormwater rSite Plansubmittal l ructions aof.1" t�'� *• • err or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. .1 VELoPMENT APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the a ected property. PithiA (A ,(LANDOWNER OR AUTHORIZED REPRESENTA+;• SIGNA RE tDA u stormwater calk worksheet—REV.21201200E 2 INCLUDE WITH PERMIT 1APPLICANT S Standard Conditions for Residential Development in Jefferson County 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. NATIVE VEGETATION: Among the native conifer species which may be used in buffers or for re- vegetation include, but are not limited to: Grand Fir (Aibes grandis), Sitka Spruce (Picea sitchensis), Shore Pine (Pinus contorta), Douglas Fir (Pseudotsuga menziesii), Western Red Cedar(Thuja plicata), and Western Hemlock (Tsuga heterophylla). Among native tree species which may be used includes: Vine Maple (Acer circinatum), Big-Leaf Maple (Acer macrophyllum), Red Alder(Alnus rubra), Pacific Madrone (Arbutus menziesii), Quaking Aspen (Populus tremula), Black Cottonwood (Populus trichocarpa), Bitter Cherry (Prunus emarginata), Oregon White Oak (Quercus garryana), Cascara (Rhamnus purshiana), Pacific Willow (Salix lasiandra), and Scouler's Willow (Salix scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier alnifolia), Red Osier Dogwood (Cornus stolonifera) Salal (Gaultheria shallon), Ocean Spray (Holodiscus discolor), Indian Plum (Oemlaria cerasiformis), Pacific Ninebark (Physocarpus capitus), Red Flowering Currant (Ribes sanguineum), Wild Rose (Rosa nutkana), Swamp Rose (Rosa pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus racemosa), Snowberry (Symphoricarpos albus), Evergreen Huckleberry (Vaccinium ovatum), Red Huckleberry (Vaccinium parvifolium). 7. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 2013-03-07_SFR_StdConditions 3/7/2013 1 10 8. BMPs: The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 9. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take"and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. • 2013-03-07_SFR_StdConditions 3/7/2013 2 house Roof |'| downspout serves up to 700 sf. Of roof -- .~~~~ 50' min. =,zz=. Vegetated flow path c— Splash 11,1 block I === - Downspout extension U��� "� " ~^ Splash block Figure 3.1.7-Typica Downspout Splashblock Dispersion Vc :,me III—Hydrologic Analysis and Flow Control BMPs—August 2012 • • Design Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.1.7. In general, if the ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion, splashblocks will adequately disperse storm runoff. If the ground is fairly level, if the structure includes a basement, or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is moved away from the foundation.Downspout extensions can include piping to a splashblock/discharge point a considerable distance from the downspout, as long as the runoff can travel through a well-vegetated area as described below. The following apply to the use of splashblocks: 1. Maintain a vegetated flowpath of at least 50 feet between the discharge point and any property line, structure, slope steeper than 15%, stream, wetland, lake, or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 2. A maximum of 700 square feet of roof area may drain to each splashblock. 3. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices, the vegetated flowpath segment for the splashblock must not overlap with other flowpath segments, except those associated with sheet flow from a non-native pervious surface. 4. Place a splashblock or a pad of crushed rock (2 feet wide by 3 feet long by 6 inches deep) at each downspout discharge point. 5. No erosion or flooding of downstream properties may result. 6. Have a geotechnical engineer or a licensed geologist, hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas. Do not place Splashblocks on or above slopes greater than 15%or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and approval by the Local Plan Approval Authority. 7. For sites with septic systems,the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions (soil permeability, distance between systems,etc) indicate that this is unnecessary. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-15 Screen: 01 REAL PROPERTY MASTER Mode: INQUIRY i Auto Roll : OFF Parcel # 000980700606 L!!�o Cd 250221211441 OLYMPIC CANAL ADDITION 3 Nbhd Cd 1250 BLK 6 LOT 11 Loc ID * Taxpayer Cd DOWN 2570 DOWNING JR, DONALD F T/P Chg Dt 3/13/2001 * Title Owner T/P Chg Usr JODI Tax Code 0441 Status TX TAXABLE Land Use 9800 SITE IMPS Affidavit 93417 Vol/Page / C/U Code COMPLETE ADDRESS WINDOW Taxpayer DOWN2570 DONALD F DOWNING JR 5000 39TH AVE NE UNIT A SEATTLE WA 98105-3079 Search Key CMD 6: End Window CMD 7: End of Job Contractors or Tradespeople Printer Friendly Page Page 1 of 2 • I General/Specialty Contractor A business registered as a construction contractor with Lftl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name TOWN 8 COUNTRY POST FRAME BLDS UBI No. 600461076 Phone 4257431555 Status Active Address 16521 Hwy 99 Ste C License No. TOWNCPF099LT Suite/Apt. License Type Construction Contractor City Lynnwood Effective Date 6/30/1991 State WA Expiration Date 6/30/2015 Zip 980373199 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company PERMA BILT IND INC Other Associated Licenses License Name Type Specialty Specialty Effective Expiration Status 1 2 Date Date PERMA61179JRPERMA-BILT Construction General Unused 4/19/1983 6/30/1991 Archived INDUSTRIES INC Contractor PERMABI184JL PERMA-BILT Construction INDUSTRIES General Unused 4/13/1982 4/2/1983 Archived Contractor Business Owner Information Name Role Effective Date Expiration Date MILLER, GLENN R President 06/30/1991 Bond Information No records found for the previous 6 year period Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 3 0234000008 2/10/2011 Until Bond $12,000.00 2/16/2011 Released 2 3243046962 3/3/2009 2/11/2011 Bond $12,000.00 3/3/2009 1 21542234 5/24/2005 3/3/2009 Bond $12,000.00 5/24/2005 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 28 Ohio Security BKA1254953403 08/15/2012 08/15/2013 $1,000,000.00 07/30/2012 Ins Co 27 Ohio Security 54463872BKA1Q3 08/15/2011 08/15/2012 $1,000,000.00 08/12/2011 Ins Co 26 Continental CWP2698772 08/15/2010 08/15/2011 $1,000,000.00 08/10/2010 Western Ins Co 25 Continental CNP2698772 08/15/2007 08/15/2010 $1,000,000.00 08/13/2009 Western Ins Co LIBERTY 24 NORTHWEST CO4158071 08/15/2006 08/15/2007 $1,000,000.00 08/09/2006 INS Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 7/23/2013 , II • ¢S 0N co JEFFERSON COUNTY w e DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment & Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd @co.iefferson.wa.us '`rH j N O Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center DATE: ' A3///3 TO: Applicant FROM: Permit Coordination Division ,) '��^� RE: Permit Application Number &Di 3 ! 00c��0--- During the review of your permit application for a non-residence building without plumbing, the regulations and requirements for an on-site sewage system were not considered. Please be strongly cautioned that building on your property without primary and reserve drainfield areas may impact the ability to EVER place a residence on the property in the future. The non-residence building may be placed on the location that was best suited for the primary or reserve drainfield areas and you may never be able to build a residence on the property because of it, or you may be required to install an engineered septic system when a conventional system could have been installed in the building location. Enclosed is some on-site sewage disposal information as well as the website address of state licensed designers for your reference. It would be advised to have a site evaluation before any land is disturbed (building taking place) on your property. If you have any questions,please phone the Permit Center, (360) 379-4450. site Plan ... ..... ,. • Town&Country* 16521 Highway 99,Suite C•Lynnwood,WA 98037-3161 P ase Check After Doing Site Plan: 0 Septie-and-eireinfield- ctt size Draw North Arrow in Circle • —– PO FRAME BUILDINGS Everett(425)258-4171 •Puyallup:(253)840-9552 4Property dimensions pewer4Inee-- , levation of property • Administrative Headquarters:(425)743-1555 xisting buildings etaibnarocksadof pronpaomseed&existing buildings Roder;of water — PERIM BI LT FAx'(425)71::.1178'81821:r ,Proposed building , 1311/111101101, izi Easements . . i Access to proposed building I:St:1ms&Contours 5'I ..-ments), 1 Quality:Our Future Depends On It.' Permablitwr"•face6"1""/Permablit Job Name: lit-AN KLINLei Job Site Address .Ilk r..i .A •_1 - Legal Description: VairSiff drimilinfilt:kzet.WS Tax Accouret 93 70° ri 7 0 0 cbedist..e 14 26% LE-z--qd &DT 31z..E . 2DAe-ec b b Lb I ; - s-Pcest-MAI,te ic_. toki. Q.(5 sccc_ic.,--?(LEs • ..tz)t.-1*-tWO•crEe._.-IED rijaAl Vi?- t GtErtEes lb-00in DA....saarm - -vo L.c.t.r...s i If '""""PeC)C1"4Ce:0 I H Pe:ROCS/1S 0 • .' ?)rit i La, 1 ad •_c-, = F4,9G0- 41. . ■Lc_c_es, ,..., -.., 6-60g• q/k/T- Vi. v---/., 1 -- VE ISe.-01:41 • ...... --.... , .. .......... ....... -........... ......i. k --- —@)UltUD(14GS-,-- O yr r -... — — _ E-0,C 1E 64 de0A0 , 1 II 70 ' . ...... • ) _ (5, e)cts1rli.v-. 40p.,b,NcvatyNat ..t_4(2.eptio\t& 5rt-E _ , g 1 1 1 / (4 \ L / 1 ' 26' I , - - - ,....I , -. --- - - — — _ -- J . .- -005Eu. - . t? , ........ '%.." - - ',.. ■ 4 • Afil ll VO cv,Aver At, docoree 5,00.fdr.'0(x.ACC •---- 12' -. . I . -..-. - ; r 1 r .t• :44 4 --I 1111 - • ---, ,-, 41111 .,. ...,. ,..„ III F... "44 c3 — co • rt M = C G 1,0 J., CC ci EZ (,) C1 72 GT1 --* m 4".. r----------- •,..'--- .. 44 F4 ',.. L t. . DO NOT SIGN INCOMPLETE SJTEPLAN Customer has verified and app loOation of thyddiriidollentation of the building to the North,and Verifies that all Grid White-Customer Copy Plain White-Office Copy b utilities are shown on this drawing n . lrrect locatiOn '7 i) 7i i , , • ---'" 3 CUSTOMER SIGNATURE ------'1 "--( - , LEAD ft -.., 0 2012 Perma-Blit0 Industries FR-34 07/12 MINI 111111 u. 9 o , •• 1 `it't - Date 1_�— time received '?f° am I6 Mon. Tues. ,Wed: Tour. - Fri. Date: 1 —2Z Contact Name OWNER: - /� ADDRESS: I ?,0 . p�"'wt � `- Contact Number.360 792, 1 206 „).,7(0 3 . Li Notes: Foundation Plumbing - Framing . Propane Tank Mechanical Setbacks Under-ground Framing Underground _ Furnace Footing Rough in Alr seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines • Ducts Post Hole Ventilation . . Appliance Underfloor Gas/wood stove Man Homes ,)j Setbacks Insulation. Finallnspection /� '•` ;�s Foundation- ' Block&Tie _ floor wall ceiling. . Address Posted i . , .411•■•••101.111110111111•1111111111111/ - - k, i( - . ,-..........,..,...,_. '- - . :Lifil peV1.-",".'91:111-441: • - \A&CLAA- . ek-1911-- cs . . i.r.:64W-4.,1a5pWiftijf- . . . . it: • 1 (‘ Bi ci Date LC)--).--C( "time received ?. am I On Mon. Tue . ‘Wed Thur. -P . BLD: t . #.-, .32-2_,.. 7 4 _- , • Date: 0 *.' 30 . - OWNER: 1 t.i, t lAs-- N . Contact Name.: . 0ADDRESS: - „, 410 . k.---.v\k„ Contact Number.360 , •--..,. • - 206 . . '‘, . .i-. Notes: . . ' V - . . • - Foundation Plumbing• - Framing . Propane Tank MechaniCal . '- Setbacks V Under-ground Framing /'' Under-ground Furnace Footing Rough in Air seal Above ground - Gas Stemwall ____ liydronic Exterior shear Exterior lines Oil _ Straps Interior shear Interior lines . Ducts Post Hole ' V Ventilation Appliance Underfloor _ Gas/wood stove Man-Hones - Setbacks Insulation Final Inspection Foundation Block&Tie floor wall ceiling Address Posted - i 5i Q¢s°N °gy JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 9s4r No',°z Date: '` -nTime Received: 12 ( 0 am Mon. Tue. Wed. Thur. Fri. Date: BLD: 1 3 —222 Contact Name: Owner: / Contact Number: 360 Address: [ /2 ii i ,4.,—) 206 j 2,7 k2 375"Z Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling / itsfi VINO . 4=2 "J061\i ...,.....■- • vit r� i Date W�./ time received 2, l 0 am ! Mon. Tues. w--'�/ d, BLD: ��" 2 7---- Ia- ( LP Date: OWNER: Z`L- • Contact Name: ADDRESS: "AI•20 l Vc V L Lot") Contact Number 360 S'2.---.4—1 .1;,-.(,( Notes: 206 Foundation Plumbing • Framinq Propane Tank Mechanical Setbacks Under-ground Framing Underground _ Furnace Footing Rough In Air seal Above ground — Gas _ Stemvrall __ Hydronic Exterior shear Exterior lines Oil _ Straps Interior shear Post Hole Interior lines • Ducts Ventilation Appliance _ Man-Homes Underfloor Gas/wood stove • Setbacks ' Insulation Foundation- - Filial Inspection > Biock&Tie floor wall ceilin " s� g • Address Posted i Colleen Zmolek From: Terry Duff Sent: Thursday, August 08, 2013 2:24 PM To: Colleen Zmolek Subject: BLD13-00222/ 120 Point View Ave- Donald Downing, Jr(Owner), Town &Country (Contractor) Colleen, In reviewing the above permit for a garage, it appears the access has been improved. I did not have the opportunity to review it prior to that. Therefore,the approach is acceptable based on the following conditions: • The brush be cut back along the road to improve site distance • An area be established on the property to allow for a vehicle(s)to turnaround to exit the property facing forward, and not backing out onto the road Please let me know if you have any questions. 7pO Eng.Tech III Jefferson County Public Works 623 Sheridan St. Port Townsend, Wa 98368 360-385-9159 1 ® 16521 Highway 99,Suite C•Lynnwood,WA 98037-3161 �TOwn & Country Everett:(425)258-4171 •Puyallup:(253)840-9552 POST FRAME BUILDINGS Administrative Headquarters: (425)743-1555 ® FAX: (425)742-4378.800-824-9552 �- -- ERMA BI LT Contractor's Lic.#:TOWNCPF099LT oiwsior OF permabilt.com•facebook.com/permabilt Quality:Our Future Depends On It.' w K) I I' rP) DIRECTIONS TO SITE JOB NAME: telb 2 i Vim �� SHIP TO ADDRESS: UP1.1V1)01J 4,1 I4— /63Z' TELEPHONE#AT JOB DROP: Po ) — D it Li Cis ` 2�G ?7& Z THOMAS GUIDE Can a semi'turn around at the job drop? ❑Yes ❑No Back-in Only ❑Other Can a two tone get into the job drop? C?Y'es ❑No ❑Other Can a concrete truck get into the drop? LE Yes ❑No ❑Other Will a 4 wheel drive vehicle be required for deliveries? ❑Yes El/No ❑Other Directions HW l at! .The-f)06/1 17/L14/N°N, 11, offiAtii I/iCW Sr, S k orti el 6t47- K PO i/V?- VIEW) gT is Oh to DIRECTION Qv /t 1lrl /` G igLimmol -14 4 \ilfri I41 JUL 1 G t LL, 'Truck Dimensions:65'long,8'wide, 121'high,and it weighs 35,000 lbs.empty. JEFFERSON COUNTY 2Truck Dimensions:30'long,8'wide, 121/2'high,and it weighs 18,000 lbs.empty. DEPT OF COMMMITY DEVELOPMENT ®2012 Perma-Bilte Industries FR-35 07/12 1111111111111111111 1 4 • 1 JEFFERSON COUNTY De.)1). NO. 14 2 29 2 DATE l'i sw-i 3 RECEIVED FROM Pexii & f'DAA- DESCRIPTION ly40.-Aykt-5 t)INc.• BARS# AMOUNT CURRENCY COIN 6t4) (...) Ai/.,Kci,4 ktir- 24ekty4e4/ 2.24-,a0 1., ....., .. 111-C11 pir,,,,, .------ I rixi 0 0 . c co _ „ ..,.. 0 - 0 RECEIVED BY )41?S• TOTAL 1 a G F l lob I rusS TruSS Type Qty Ply TCPB/Downing 23597 31306923 T28 FAN 1 1 Job Reference(optional) ProBuild Arlington,Adington,WA 98223 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Jul 15 14:39:19 2013 Page' ID:s4MhNCjKQFBZuM5yLA8QmOzFbiD-C4DFgragrbnRdptrjdl7tmxtdQ2OQNZIEnv31 IyxmB 0-0-0 5-6-8 9-9-4 14-0-0 18-2-12 22-5-8 28-0-C L 5-6-8 4-2-12 1 4-2-12 4-2-12 4-2-12 5-6-8 Scale=1:43. e 11:-4.00 12 f, N 3 ea ♦ir 5 1 ii y ��� 12 P��4 1 r h %a �6 4i V k 1 1 �� �� 7 Pm- 10 9 8 0-0-0 9-9-4 18-2-12 28-0-C I 9-9-4 8-5-8 9-9-4 I 28-0-0 Plate Offsets(X,Y): [1:0-8-2,0-2-8],[7:0-8-2,0-2-8],[8:0-4-8,0-1-12],[10:0-2-0,0-1-12] LOADING(psf) SPACING 7-0-0 CSI DEFL in (loc) 1/dell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.62 Vert(LL) -0.41 8-10 >809 240 MT20 185/148 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.84 Vert(TL) -0.53 8-10 >620 180 TCDL 5.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.15 7 n/a n/a BCLL BCDL 0,0 Code 1BC2009/TPI2007 (Matrix) Weight:154 lb FT=20% LUMBER BRACING TOP CHORD 2x6 DF 2400F 2.0E TOP CHORD 2-0-0 oc purlins(2-10-12 max.). BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD 9-8-0 oc bracing:1-7 WEBS 2x4 HF Stud/Std`Except" W3:2x4 HF No.2 REACTIONS (lb/size) 1=3470/0-5-8 (min.0-3-7),7=3470/0-5-8 (min.0-3-7) Max Horz 1=-125(LC 6) Max Uplift1=-478(LC 7),7=-478(LC 8) FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-8643/1182,2-11=-7178/935,3-11=-7006/961,3-4=-7172/1091,4-5=-7172/1091, 5-12=-7006/961,6-12=-7178/935,6-7=-8643/1185 BOT CHORD 1-10=-1129/7941,9-10=-492/5129,8-9=-492/5129,7-8=-1011/7941 WEBS 3-10=-1635/266,5-8=-1635/264,2-10=-1458/358,4-10=-455/3024,4-8=-454/3024, 6-8=-1458/361 NOTES 1)Wind:ASCE 7-05;85mph(3-second gust);TCDL=5.0psf;BCDL=1.0psf;h=25ft;Cat.I;Exp B;enclosed;MWFRS(low-rise)gable end zone;Lumber DOL=1.33 plate grip DOL=1.33 (Actual dead loads used per ANSI/I-PI-1) 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category I;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. 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 adequacy of top chord dead load. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 478 lb uplift at joint 1 and 478 lb uplift at joint 7. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. I LOAD CASE(S) Standard 0 TSE P"aRECEIVED JOB#: 235// / ♦ Engineering ♦ BY: cc( Kg. 12930 N.E. 178th Street JUL 15 2013 Woodinville,WA 98072♦(425)481-6601 _ DATE: 07 /0 r ,r no Job Name: Downing Site Address: 120 Point View Avenue Brinnon,Washington 98320 Jurisdiction: Jefferson County Job ID: Downing Design Specifications: 2012 IBC Building Type: Post-Frame Design Wind Speed(3 sec gust): 110 mph CO SD Level Wind Exposure: B Roof Snow Loading: 30 psf Occupancy Category: I R: 6.5 %of Snow Incl. w/Seismic: 0 % Soil Site Class: D Allowable Soil Bearing: 2000 psf Analysis Procedure: Wind: ASCE 7-10 Envelope Procedure Seismic: ASCE 7-10 Equiv. Lateral Force Procedure Spectral Response Acceleration, Ss: 150 %g Load Combinations: ASD Basic Building Design Parameters Roof DL: 3 psf Wall DL: 4 psf I t ! � i � ''144./ II/ i �` :,4 SIP CA ' I ,,f 14 "e 19969 ''O1VAL' , 12 f' v 5.9.07 b • Draw North Mow in Circle 2� 6 .� i 652,257424$78.8 .624nnxwd.wA6b007a,6, Building Design E7.1.(425)2561171•Q.'hgr.(2501 6 4 0-9 552 i.. IIA PAmi(425)7e-4978.80(5:24-51746-ie65 1 1 ll�1 C65,(425)742,076.600 6249552 ERP,A�`.:ILT CoMrmAa§lic.illwxCP109WT Qaalt)2t Dun Futuna Depend)On it.'" P4mwMRe''•0ceeook"caNp"nanfi P SE CHECK oll-up doors fit in Bays Wind MPH 4O� o-up doors will not flit Truss Wind Exposure 1 Root Phch Eave.Height. �� Snow Load it Minimum Clearance rT FLOOR PLAN IF));114,1114:41.' YES NO (please circle) • N 12 • • ■ Iro',Grf21/ r t 12' •• • S AL-t.4 i/56/Z.rvi/ 4.-z_iPc ' i3 an, 3`raiSt( % v la I , 12' • O 2" V4 I /-e' ZOO K3Z'XN" GpNCh T 'c4- � 1LI' i fat Inc�i L ��PP I `alor9 -I-i rlf POI -w i . w, ti rs.:. CI C>' a BUILDING ELEVATION (\\ n Customer has verified and approved the orientation of the building to the North and verifies that all V p''',,HH,, ./!� it /fppecifled in Paragraph B of the contract are shown on this drawing and vice versa. 1111111 11111 - c,b..:-- .,-!s.l > Signature- Customer - -� / Lead 33 Customer Si '.White-Customer Copy Carr-Office Copy 02012 Perms-E4110Mdustriae FR-85 07/72 E PROJECT: PAGE: 3 E"r-7 g t r,a®rt r-,g CLIENT: Downing DESIGN BY: JOB NO.: 23597 DATE: REVIEW BY: Wind Analysis for Low-rise Building,Based on ASCE 7-2010 INPUT DATA WIND SURFACE Exposure category(B,C or D,ASCE 7-10 26.7.3) B FOR DESIGN Importance factor(ASCE 7-10 Table 1.5-2) Iw = 1.00 for all Category .,''j/� /1. Basic Basic wind speed(ASCE 7-10 26.5.1 or 2012 IBC) V = 110 mph � �" Topographic factor(ASCE 7-10 26.8&Table 26.8-1) KZt = 1 Flat ��������/��/// Building height to eave he = 12 ft .e a Building height to ridge hr = 16.7 ft Building length L = 32 ft I-, Building width B = 28 ft B Effective area of components(or Solar Panel area) A = 28 ft2 • DESIGN SUMMARY Max horizontal force normal to building length,L,face = 8.55 kips,SD level(LRFD level),Typ. Max horizontal force normal to building length,B,face = 6.43 kips = See Page 4 for = Adjusted Wind Forces ANALYSIS Velocity pressure qh=0.00256 Kh KZt Kd V2 = 18.43 psf where: qh=velocity pressure at mean roof height,h.(Eq.28.3-1 page 298&Eq.30.3-1 page 316) Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.28.3-1,pg 299) = 0.70 Kd=wind directionality factor.(Tab.26.6-1,for building,page 250) = 0.85 h=mean roof height = 14.35 ft <60 ft,[Satisfactory] (ASCE 7-10 26.2.1) <Min(L,B),[Satisfactory] (ASCE 7-10 26.2.2) Design pressures for MWFRS p=qh[(G Co)-(G Cpl)7 where: p=pressure in appropriate zone.(Eq.28.4-1,page 298). pain= 16 psf(ASCE 7-10 28.4.4) G Cp f=product of gust effect factor and external pressure coefficient,see table below.(Fig.28.4-1,page 300&301) G Cpi=product of gust effect factor and internal pressure coefficient.(Tab.26.11-1,Enclosed Building,page 258) = 0.18 or -0.18 a=width of edge strips,Fig 28.4-1,note 9,page 301, MAX[MIN(0.1 B,0.1L.,0.4h),MIN(0.04B,0.04L),3] = 3.00 ft Net Pressures(psf),Basic Load Cases Roof angle 0 = 18.56 Roof angle 0 = 0.00 Surface Net Pressure with Net Pressure with GCpf (+GCpi) (-GCpi) GCpr (+GCp.) (-GCpi) 1 0.52 6.22 12.86 -0.45 -11.61 -4.98 2 -0.69 -16.03 -9.40 -0.69 -16.03 -9.40 3 -0.47 -11.97 -5.33 -0.37 -10.14 -3.50 4 -0.42 -10.99 -4.36 -0.45 -11.61 -4.98 5 0.40 4.05 10.69 6 -0.29 -8.66 -2.03 1E 0.78 11.09 17.73 -0.48 -12.16 -5.53 2E -1.07 -23.04 -16.40 -1.07 -23.04 -16.40 3E -0.67 -15.75 -9.12 -0.53 -13.09 -6.45 4E -0.62 -14.74 -8.11 -0.48 -12.16 -5.53 5E 0.61 7.93 14.56 6E -0.43 -11.24 -4.61 3E 2 2 2E I 2E 1 3`E 4E 4�_ __ 6 1/4 �_ ".�8 ..,...---‘E / 5 ���� 'C i ,E ' .%/� SE REFERENCE CORNER REFERENCE CORNER ' WIND DIRECTION 20 0 WIND DIRECTION Load Case A (Transverse) Load Case B (Longitudinal) Basic Load Cases TSE Engineering Page:4, LATERAL ANALYSIS Job ID: WIND Downing The analysis on the previous page determines thewind force on the total exposed wind surface of the building. For post-frame construction with embedded posts,the amount of wind force imposed on the main force resisting system equals the roof projected area plus 3/8 of the wall projected area. Vt& VI are adjusted by 0.6 for allowable stress values. Calculations that follow adjust the total wind force to the design force on a post-frame building: INPUT: PT= 8550 lbs. (non adjusted) PL= 6430 lbs. (non adjusted) hr= 16.7 ft. he = 12 ft. ADJUSTED WIND FORCES: Transverse; VT= [(hr- 0.625 he)/hr](PT)(0.6) = 2826 lbs. Controls Longitudinal; VL= {[0.375 he +0.5(hr-he)]/[he+ 0.5(hr- he)]}(PL)(0.6) = 1842 lbs. Controls SEISMIC The seismic force imposed on the main force resisting system of a post-frame building is based on the seismic weight of the roof plus 3/8 of those walls that are perpendicular to the direction of the seismic force. INPUT: Building Width = 28 ft. p = 1.3 Building Length = 32 ft. I= 1 SEISMIC WEIGHTS: W roof = 2688 lbs. W end walls = 1271 lbs. W side walls = 1152 lbs. SDS= 2/3 Ss = 1.000 Cs= SDS/(R/I) = 0.154 SEISMIC BASE SHEAR: V= Cs W Transverse = 591 lbs. Longitudinal = 609 lbs. SEISMIC FORCES: DESIGN F R : S O VT= CsWtp0.7= 538 lbs. VL= Cs WI p 0.7= 554 lbs. _ i Draw North Arrow in Circle ._ T_ irdtru,x.. ._ ,062:42nr...•Lyom;co.cli. WA 98037-3161 — — - Sses.11 "—_( .• So_ AdmiMstroUsoHoodquerlem.(425)743-1555 Building Design & pi-54 FAX:(425)742-4378•8710•824-9552 . os r E RAM GILT CorMosior's Lie 8:TOWNCPP099LT ,,,,,,,„0..,.....mo,,,,,,on„s. permetAt com•facebook.com/permabin P SE CHECK ils"VVInd MPH .., oli-up doors fit In Bays 6 Wind Exposure ii oJi-up doors will not hit Truss --1-- 11.111 rni n r[r. r......,,, fr Root Pitch i Gi' Eave Hel ht ), Snow Load ), Minimum Clearance FLOOR PLAN YE8 5(*an circle) ........, 17O . _ • . . _ t if refiZ 4 te - i . . 1 . ' ,Oheityst5 inopeit_ 7 —.,.-- . _. _ . 17' . . . . - . k-------32' ><, ZV----->1 . . 111, yk'e" _(\i‘NJ Dalg tni l'it56it ivi 6 Cil Z 1 PSTW I . to q ,„ ror4t, 4-i 3 12,0 0 is, f'-/N1541 V W 1$4.0 Li)4P • e s, 11111111.1" ' is • ,,L,r•• .41 , la 1.2' it-)1 . • OPP^- eilipt.,41, • •_ • a , • • .. ._ ..._ ,......._______... ...7. ............___ ______ . -2," CBI 2,1,0 i ;. ‘.- 2-`.'x 32'X 44' 4Diveg-4-7- Su4-13 IP tit • -‘ vo k-r-F,A-r4-1 +--,afteil,fiCII 4-il PST-9-4 P /"P 4-i AJ 19;14 ' Z - . . . ........ ,.. ,. ,.., . 0 . . 0 ,.., , <3 .a Cd N.( BUILDING ELEVATION ( ,\ Customer has verified and approved the orientation of the building to the North and verifies • that all . ' 2: \-...._,),1 items specified in Paragraph B of the contract are shown on this drawing and vice versa. . . - - . IIIN plait iv-••.•_, 46)1/5 Customer Name: --', , • ....., 'White•Customer Copy c..,..,..ffi.Leadcw,#:-Pn-53 Customer Signature: 0 2012 Penna•Biltg Industries FR-85 07/12 . . AM= TsE PROJECT: JOB#: A Engineering• BY: k-j,1 t, 12930 N.E.178th Street Woodinville,WA 98072 A (425)481-6601 DATE: f' 4 D le.,,-)pi Act.pit Ho- Or pi)(;):,f-k i.)io 73L:DG, W '1 0 AL:1' On-NI Ea!AVi..4t 1 ......_., .. -2',:',,.,_,', 1,))•-,. . / 1 (- C' .-- or: 0 -1t, N , / 1 ----------_f__„ ,---. , . „- I „- _------- k,) ir, --_ _ 1 , I I- '._i _ ...„..•-_.----_. i f , I i)qW-1.. t-:- .-.. )1 / -i t . i st c O/„S 4, 1V 11 € CeNTE R v 1 ) , . --f ‘‘‘ cm . , . t i i. ,t. ,... . , efo1.,1\tiv t_ "I)I-Ti't.::) ,1*, -- 6 Ic.) P L.,Pk Nt VI[ 1k' 6 1-'.-- J.-3/ DC- t...-. Al 0 V.,11,j 1)1S '1 A e\s-, .', n1 ..... ., ,Vikj.0 Is.) . i\J . 1.3 t 1-1 CH.,, Srpt.: / , --- / A -, ei /,...:__ , ' e,:, t_... nr (4 tSj l'''L' A m..5 v I A e I::- or .:..,,t,e., 77t:i:, Ill it,AV TSE Engineering page:/ SHEAR& DISPLACEMENT OF POST-FRAME BUILDING WITH ONE OPEN ENDWALL Job ID: Downing Assumptions: Roof diaphragm is rigid Building has shearwalls on sides and one end Building rotates about its shear center SIDEWALL B i SHEAR CENTER- RIDGE OPEN ENDWALL" A Note: "Open Endwall" is enclosed but without qualifying 1I P=VT 2I shearwall segments PLAN VIEW WITH GRIDS VT= 2826 lbs. GRID 1 V(shear on endwall)= 2826 lbs. Endwall Shearwall Length = 28 ft. ✓ (endwall)= 101 plf e (distance to shear center)= 13.96 ft. Q (shear on each sidewall)= 1409 lbs. GRID A Sidewall Shearwall Length = 32 ft. ✓ (sidewall)= 44 plf GRID B Sidewall Shearwall Length = 20 ft. ✓ (sidewall)= 70 plf SE (deflection of endwall)= 0.190 in. Ss(deflection of sidewall)= 0.184 in. d= 0.422 in. A= 0.612 in. A allowable per IBC Table 1604.3= 1.195 in. O.K. Ratio A to H= 0.004 TSE Engineering page: F SHEARWALL DEFLECTION OF POST-FRAME BUILDING Job ID: Downing Endwall Input: Results: A= 19.25 in2 8 v H3 = 0.002 in. b= 28 ft. EAb E= 1.3 x 10b psi en= 0.02 in. v H = 0.008 in. G = 11x106 psi Gt H = 12 ft. t= 0.0135 in. 0.75 H en = 0.180 in. V (endwall)= 101 plf = 0.190 in. Sidewall Input: Results: A= 19.25 in2 8 v H3 = 0.001 in. L(Av.)= 26 ft. EAL E = 1.3x106 psi en= 0.02 in. v H = 0.004 in. G = 11x106 psi Gt H = 12 ft. t= 0.0135 in. 0.75 H en = 0.180 in. V (sidewall)= 44 plf = 0.184 in. Pr 9 CON'3:0EATSI ED PRO-PANEL Il® TE.cgw-ZCAx, lEt.m mitENE ATTACHMENT DETAIL / .`GENERAL INFORMATION -1/q"-14 x7/8"Stitch Screw(1'-O"o.c.) Slope - - The minimum recommended slope for Pro-Panel Ile roof --#9-15 Woadscrew panel is 3:12. *1 t kr ►Substructure Pro-Panel ile is designed to be utilized over open structural framing,or a solid substrate. To avoid panel distortion,use a properly aligned and uniform substructure. ( 1 ------1 - '° ►Coverage 1 Optional Pro-Panel 11x9 panels are available in a 5f rib height with a Profile coverage width of 36".. { 10.Length I Minimum factory cut length is 5'-0: Maximum ... ... \ recommended panel length is 45'-0". Longer panels require additional consideration in packaging,shipping,and \—Anti-Siphon Groove erection. Please consult Metal Sales for recommendations. Ir.Fasteners The fastener selection guide should be consulted for choosing the proper fastener for specific applications. Quantity and type of fastener must meet necessary loading FASTENING PATTERN and code requirements. NOTE:All panels are subject to surface distortion due to improperly applied fasteners. Overdriven fasteners will „.--1/4"-14 x 7/8"Stitch Screw ,,#9-15 Woodscrew cause stress and induce oil canning across the face of the panel at or near the point of attachment 1 I. i 1 i I ' i ►Availability ! - Finishes:Acrylic Coated Galvalume5 or MS Colorfast45e Gauges:26ga and 29ga standard 1 SECTION PROPERTIES ALLOWABLE UNIFORM LOADS PSF (3 or More Equal Spans) Ga.Width Yield Weight Top in Compression Bottom In Compression inward Outward (In.) I(S1 PSF lxx Sr( lxx Sioc Load Load In4/f Ina/ft ln4lft Ins/ft 2' 2.6' 3' 3.5' 4' 5' 2' 2,5' 3' 3.6' 4' 5' 29 38" 80 0.71 0.0067 0.0134 0.0047 0.0133 90 58 41 27 18 9 90 59 m® 18 9 26-36:— 80 0.87 0,0090 0.0181 0.0063 0.0170 115 75 52 35 23 12 122 79 55 35 23 12 1. Theoretical section properties have been calculated per AISI 2001"Specification for the Design of Cold-Formed Steel Structural Members." lxx and Sxx are effective section properties for deflection and bending. 2. Allowable load is calculated in accordance with AISI 2001 specifications considering bending,shear,combined bending and shear and deflection. Allowable load considers the worst case of 3 or 4 equal span conditions. Allowable load does not address web crippling or O fastener/support connection and panel weight is not considered. o 3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. a 4. Allowable loads do not include a 1/3 stress increase in uplift. °m 5. Diaphram 306 plf average Ulitmate Shear Strength using the above fastening pattern on 2x supports located 2'on center per ASTM E455-04 fir, °-1 SR .t• 3 oe4 304)(1.33 = 1 =If *al sales Kent,WA 800.431.3470 Jefferson,OH 800.321.5833 Anchorage,AK 866.640.7663 manufacturing corporation Temple,TX 800.543A415 Rock island,IL 800.747.1206 Bay City,MI 888.777.7640 Longmont,CO 800.289.7663 Sellersburg,IN 800.999.7777 Detroit Lakes,MN 888.594.1394 7"111► ■ Antioch,TN 800.251.8508 Jacksonville,FL 800.394.4419 Mocksville,NC 800,228.6119 1 i 1 Woodland,CA 800.759.6019 Orwigsburg,PA 800.544.2577 Fort Smith,AR 877.452.3915 Rogers,MN 800.3289316 Independence,MO 800.747.0012 • Spokane,WA 800.572.6565 Fontana,CA 800.782.7953 www.metalsales.us.com TSE page: l Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Sidewall Eave Height Post b Post d HF Post Fb Fc E(10)^6 12 NOMINAL: 6 6 #1 975 850 1.3 ft. ACTUAL: 5.625 5.625 CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Bay Width Span Roof OH Roof D Roof S Ci 0.8 0.8 0.95 11 28 0 3 30 ft. ft. ft. psf psf Fb' Fc* E'(10)^6 1248 1088 1.235 Wind Pressure 0.75W W Is Iw psi psi psi 10 83 110 1 1 psf plf plf Cs 1 IBC 2009 ASD BASIC LOAD COMBINATIONS: Loading: D+0.75S + 0.75W Loading: D +W P 3927 lbs. P 462 lbs. fc 124.1 psi fc 14.6 psi le 115.2 in. le 115.2 in. le/d 20.5 le/d 20.5 KCE 0.3 KCE 0.3 FOE 883 psi FOE 883 psi c 0.8 c 0.8 k.1 1.13 k.1 1.13 k.2 1.01 k.2 1.01 Cp 0.62 Cp 0.62 Fc' 669 psi Fc' 669 psi M (in-span) 10024 in.-lbs. M (in-span) 13365 in.-Ibs. M (base) 17820 in.-lbs. M (base) 23760 in.-lbs. S.Mod. 29.66 inA3 S.Mod. 29.66 inA3 fb (in-span) 338 psi fb (in-span) 451 psi fb (base) 601 psi fb (base) 801 psi Post CSI (in-span)= 0.31 Post CSI (in-span)= 0.36 Post CSI (base)= 0.59 Post CSI (base)= 0.65 UJE h( if v 6.9.07 TSE page: if Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Sidewall OPTION WITH BUILT-UP COLUMN PER NDS SEC 15.3.1 Eave Height Post b Post d HF Post Fb Fc E(10)A6 12 NOMINAL: 6 6 #2 575 575 1.1 ft. ACTUAL: 5.625 7.125 w/2x scab CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Bay Width Span Roof OH Roof D Roof S Ci 0.8 0.8 0.95 11 28 0 3 30 ft. ft. ft. psf psf Fb' Fc" E'(10)A6 736 736 1.045 Wind Pressure 0.75W W Is Iw psi psi psi 10 83 110 1 1 psf plf plf Cs 1 IBC 2009 ASD BASIC LOAD COMBINATIONS: Loading: D +0.75S +0.75W Loading: D +W P 3927 lbs. P 462 lbs. fc 98.0 psi fc 11.5 psi le 115.2 in. le 115.2 in. le/d 16.2 le/d 16.2 KCE 0.3 KCE 0.3 FCE 1199 psi FCE 1199 psi c 0.8 c 0.8 k.1 1.64 k.1 1.64 k.2 2.04 k.2 2.04 Cp 0.83 Cp 0.83 Fc' 610 psi Fc' 610 psi M (in-span) 10024 in.-Ibs. M (in-span) 13365 in.-lbs. M (base) 17820 in.-lbs. M (base) 23760 in.-Ibs. S.Mod. 47.59 inA3 S.Mod. 47.59 inA3 fb (in-span) 211 psi fb (in-span) 281 psi fb (base) 374 psi fb (base) 499 psi Post CSI (in-span)= 0.31 Post CSI (in-span)= 0.38 Post CSI (base)= 0.58 Post CSI (base)= 0.69 SCAB CONNECTION: nail allow=133 Variables: 7 Eave ht(ft)=12 Vmax(#)= 0.625(H)(W)= 825 Id' Unit Id(plf)= 110 Vave(#)= (Vmax-(V-W(4)))/2=605 d Area 2x6(inA2)=8.25 Qa(in)= A(d')=23.2 d(in)=7.125 I (inA3)= (b)(dA3)/12= 169.5 d'(in)=(d/2)-0.75"=2.8 v(psi)= Vave(Qa)/I(b)=14.7 Width b(in)=5.625 v(#/')= v(12)(b)=994 b J #of rows of nails=4 nail/ft/row= v/(#of rows(allow))=1.9 v 3.9.12 r 44 O. ,i 4G,C,a4l ive, 6t1 4 TSE page: 2- Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Endwall Eave Height Post b Post d HF Post Fb Fc E(10)^6 12 NOMINAL: 6 6 #1 975 850 1.3 ft. ACTUAL: 5.625 5.625 CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Av.Spacinq Bay Width Roof OH Roof D Roof S Ci 0.8 0.8 0.95 14 12 0 3 30 ft. ft. ft. psf psf Fb' Fc* E'(10)^6 1248 1088 1.235 Wind Pressure 0.75W W Is Iw psi psi psi 10 105 140 1 1 psf plf plf Cs 1 IBC 2009 ASD BASIC LOAD COMBINATIONS: Loading: D+0.75S +0.75W Loading: D +W P 2142 lbs. P 252 lbs. fc 67.7 psi fc 8.0 psi le 115.2 in. le 115.2 in. le/d 20.5 Ie/d 20.5 KCE 0.3 KCE 0.3 FcE 883 psi FOE 883 psi c 0.8 c 0.8 k.1 1.13 k.1 1.13 k.2 1.01 k.2 1.01 Cp 0.62 Cp 0.62 Fc' 669 psi Fc' 669 psi M (in-span) 12758 in.-lbs. M (in-span) 17010 in.-lbs. M (base) 22680 in.-lbs. M (base) 30240 in.-lbs. S.Mod. 29.66 inA3 S.Mod. 29.66 inA3 fb (in-span) 430 psi fb (in-span) 573 psi fb (base) 765 psi fb (base) 1019 psi Post CSI (in-span)= 0.35 Post CSI (in-span)= 0.46 Post CSI (base)= 0.67 Post CSI (base)= 0.82 OE 6x e fff4r v 6.9.07 TSE page:(3 Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Endwall OPTION WITH BUILT-UP COLUMN PER NDS SEC 15.3.1 Eave Height Post b Post d HF Post Fb Fc E(10)^6 12 NOMINAL: 6 6 #2 575 575 1.1 ft. ACTUAL: 5.625 7.125 w/2x scab CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Av.SDacing Bay Width Roof OH Roof D Roof S Ci 0.8 0.8 0.95 14 12 0 3 30 ft. ft. ft. psf psf Fb' Fc` E'(10)^6 736 736 1.045 Wind Pressure 0.75W W Is Iw psi psi psi 10 105 140 1 1 psf plf plf Cs 1 IBC 2009 ASD BASIC LOAD COMBINATIONS: Loading: D +0.75S+0.75W Loading: D+W P 2142 lbs. P 252 lbs. fc 53.4 psi fc 6.3 psi le 115.2 in. le 115.2 in. le/d 16.2 le/d 16.2 KCE 0.3 KCE 0.3 FcE 1199 psi FCE 1199 psi c 0.8 c 0.8 k.1 1.64 k.1 1.64 k.2 2.04 k.2 2.04 Cp 0.83 Cp 0.83 Fc' 610 psi Fc' 610 psi M (in-span) 12758 in.-lbs. M (in-span) 17010 in.-lbs. M (base) 22680 in.-lbs. M (base) 30240 in.-lbs. S.Mod. 47.59 in^3 S.Mod. 47.59 in^3 fb (in-span) 268 psi fb (in-span) 357 psi fb (base) 477 psi fb (base) 635 psi Post CSI (in-span)= 0.37 Post CSI (in-span)= 0.49 Post CSI (base)= 0.69 Post CSI (base)= 0.87 SCAB CONNECTION: nail allow=133 Variables: / / Eave ht(ft).12 Vmax(#)= 0.625(H)(W)= 1050 . d' Unit Id(plf)= 140 Vave(#)_ (Vmax-(V-W(4)))/2=770 d / Area 2x6(inA2)=8.25 Qa(in)= A(d')=23.2 d(in)=7.125 I (inA3)= (b)(dA3)/12=169.5 d'(in)=(d/2)-0.75"=2.8 v(psi)= Vave(Qa)/I(b)=18.7 Width b(in)=5.625 v(#/')= v(12)(b)= 1265 b #of rows of nails=4 nail/ft/row= v/(#of rows(allow))=2.4 v 3.9.12 4,5 4 ai f' f the t'f ' Ck C fir'42. w 7.7k f 4€ TSE Engineering Page: )4- 4/PO4 Prk, P= 5082 lbs Foundation Design --> Diaphragm Restraint per 2009 IBC Section 1806.3& 1807.3 w H(ft)=12 Bay Width (ft)= 11 6 Wind Load (psf)= 10.0 Iw= 1 w(plf)= 110 Lateral Load Design: i Post Diameter: 0.66 ft. 0.1 cu yd Foundation Depth: 4 ft. Constrained? YES Depth Required 3.3 ft. Nonconstrained? Soil Passive Allowable: 150 psf Gravity Load Design: DL(psf)= 3 P= 5082 lbs Snow Load(psf)= 30 Foundation Diameter: 2 ft. Span+overhang(ft)= 28 Foundation Area: 3.1 sf Bay width(ft)= 11 Bearing Allowable(Fbrg): 2000 psf Is= 1 Actual Bearing(fbrg)=P/A= 1618 psf Cs= 1 v 10.10.04-523.05 111 4. 4 -b`' P p-J 'ii6 5 TSE Engineering Page: �S w I P= 2772 lbs Foundation Design Diaphragm Restraint per 2009 IBC Section 1806.3 & 1807.3 w ----> H(ft)=12 Bay Width (ft)= 14 Wind Load (psf)= 10.0 lw= 1 ,/ w(plf)= 140 Lateral Load Design: Post Diameter: 0.66 ft. 0.1 cu yd Foundation Depth: 4 ft. Constrained? YES Depth Required 3.7 ft. Nonconstrained? Soil Passive Allowable: 150 psf Gravity Load Design: DL(psf)= 3 P= 2772 lbs Snow Load(psf)= 30 Foundation Diameter: 2 ft. Span+overhang(ft)= 12 Foundation Area: 3.1 sf Bay width(ft)= 14 Bearing Allowable(Fbrg): 2000 psf Is= 1 Actual Bearing(fbrg)=P/A= 883 psf Cs= 1 v 10.10.04^5.23.05 az)6 V x, q'_0" /V&" TSE Page: 4 Engineering • PURLIN INPUT: Uniform Loading Span Length w (DL) w (SL) Is L Roof (psf) 3 30 1.0 11.25 ft 0 Tributary(ft) 1.33 1.33 Cs= 1.0 Wall (psf) 0 0 Tributary(ft) 0 0 Floor(psf) 0 0 Tributary(ft) 0 0 Other(plf) 3 0 w (TL) 0 7.0 39.9 46.9 0 plf plf plf RESULTS: VI (DL) Vr(DL) VI (LL) Vr(LL) VI (TL) Vr(TL) M (DL) M (LL) M (TL) 39 39 224 224 264 264 111 631 742 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. CD 1.15 Timber CH 1 Dimen.Lbr. HF#2 1105 75 405 1.3 Cr 1.15 psi psi psi psi Ci 1 b d A S I 1.5 5.5 8.25 7.6 21 in. in. in.^2 in^3 in.^4 fv= 44 psi Brg.Lgth.= 0.036 ft. CL= 1.000 fb = 1180 psi GL Cv= N/A R= N/A A (DL)= 0.09 in. A (LL)= 0.53 in. A (TL) = 0.63 in. RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION fv/Fv'= 0.51 L/ 254 for LL> L/180 ok fb/Fb' = 0.81 L/ 216 for TL> L/120 ok USE 2x6 HF#2 @ 16" oc Table 1604.3 v 3.3.03 __ J TSE Page: 17 Engineering . Pf= 30 Cs= 1.0 1= 1.0 trib.width= 6 RAKE BEAM Po= 3 1 J, w ,I, _I_ J. ♦ + RA Re 2.25 2.25 2.25 2.25 2.25 2.25 L- 13.5 ft. INPUT: w (DL)plf 26 26 26 26 26 26 w (LL)plf 180 180 180 180 180 180 w (TL) plf 206 206 206 206 206 206 P (DL) lbs P (LL) lbs P (TL) lbs 0 0 0 0 0 RESULTS: RA(TL) = 1391 lbs. RB(TL) = 1391 lbs. VA(TL) = 1391 Ibs.(max.) VB(TL) = 1391 Ibs.(max.) MA(TL) = 0 ft.lbs. MA-B(TL) = 4693 tt.IbS.(max.) MB (TL) = 0 ft.lbs. A(DL)= A(DL) = 0.042 in. A (DL) = L\ (LL)= A (LL)= 0.291 in. A (LL)= A (TL) = A (TL) = 0.333 in. A (TL) = BEAM PROPERTIES: MATERIAL Fb Fv Fc(perp) E x 10^6 _ _ Manuf.Lbr. Timber Dimen. Lbr. HF#2 850 150 405 1.3 psi psi psi psi b d A S I Brg.Lgth. CD 1.15 3 11.25 33.75 63.3 356.0 0.1 CH 1 in. in. in^2 in.^3 in.^4 ft. Cr 1 Ci 1 STRESSES: fv= 53 psi fv= 53 psi fb= 890 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv/Fv'= 0.31 fv/Fv'= 0.31 fb/Fb'= 0.91 RATIOS OF SPAN TO DEFLECTION: L/ 557 for LL L/ 487 for TL USE (2)2x12 HF#2 v 3.3.03 • ' – ; . 6 Draw North Arrow in Circle I itudill owlruntry . 16521 Highway 99,Suite C•Lynnwood,WA 98037-3161 Everett:(425)258-4171•Puyallup:(253)840-9552 • • • .. I • ...1.6' A POST FRAME BUILI5INGS Administrative Headquarter4(425)743-1555 WIIIIIIIIINSINNIIIIINI Viat 0 FAX: (425)742-4378•800-824-9552 illMillINIIIIIW 311, r% e/4P ....,rERMABILT Contractor's Lic.#:TOVVNCPF099LT permabilt.com•faceboeitccom/permabilt Quality:Our Future Depends On ft.' 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Customer has verified and approved the orientation of the building to the North and verifies that all ,.. \-....„;' 2 .. itirsipecifi•pecified in Paragraph B of the contract are shown on this drawing and vice versa. .. . . . . , . ,---,-..1-.J.,,, A2 /5 I 111111 11111 In II Customer Name: .'-'' - --"-----\,...,\ . Lead#:-Pn 33 Customer Signature: . . White-Customer Copy Canary-Office Copy ©2012 Perrna-Bilte Industries FR-85 07/12 0 8 ..- . .„ . . ... ., - . . . • Jefferson County Building Division Permit Number: BLD13-00222 Applicant: DOWNING JR BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks lb_(Z,1 2 9 I /"S.5 Erosion Control 7 f `- Post Holes Iv- _'-_ ' /1 Straps(hold downs) �" Ext.Shear Wall Nailing Framing to-30-) Blocking Drywell/Alt Drainage Address Posted FINAL INSPECTION II_ FINAL INSPECT! MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD13-00222 1.) This parcel is within a no shooting area per JCC 8.50. 2.) The site plan as submitted with the garage pole building application on 7-18-2013 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated 7-24-2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) The project shall adhere to the Best Management Practices(BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 4.) planner-CJZ 5.) On August 8, 2013 Terry Duff commented and added the following conditions: In reviewing the above permit for a garage, it appears the access has been improved. I did not have the opportunity to review it prior to that. Therefore, the approach is acceptable based on the following conditions: • The brush be cut back along the road to improve site distance • An area be established on the property to allow for a vehicle(s)to turnaround to exit the property facing forward, and not backing out onto the road \\tidemark\data\fnrmc\F RI 11 Permit Rhin rnt R/1R/7011 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00222 Received Date: 7/23/2013 SITE ADDRESS: 120 POINT VIEW AVE Issue Date 8/16/2013 BRINNON, 98320 Expiration Date 8/16/2014 OWNER: DONALD F DOWNING JR PHONE: 206-276-3752 5000 39TH AVE NE UNITA SEATTLE WA 98105-3079 OLYMPIC CANAL ADDITION 3 SUBDIVISION: Block: 6 Lot: 11 PARCEL NUMBER: 980700606 Section: 21 Township: 25 N Range: 02 W CONTRACTOR: TOWN &COUNTRY POST& FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2015 PROJECT DESCRIPTION: POST FRAME GARAGE 28' x 32' - NO PLUMBING, NO HEAT TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 20,579.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 896 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $278.00 JLA 07/18/13 142292 Exist: Exist: State Building Code $4.50 JLA 07/18/13 142292 Prop: Prop: Plan Check $180.70 JLA 07/18/13 142292 Total: Total: Total: $463.20 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am-4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED I S S Jefferson County DCD Building Division Correction Notice PERMIT NUMBER / OWNER JOB LOCATION 4;2,0 t v'l� 1)1 Inspection of this structure has found the following violations: r�Liafr? LaC </ C, (,„1 You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date ( /"2 - 1/ Inspector BUILDING DIVISION(360)379-4450 I PECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE