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BLD2013-00280
itiUILDING PERMIT APPLICA N BLDI3-00280 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00280 Received Date: 9/6/2013 SITE ADDRESS: 564 COUGAR RUN RD QUILCENE, 98376 OWNER: GREG STUPICA PHONE: 72 FIR CIRCLE PORT HADLOCK WA 983399557 SUBDIVISION: Block: Lot: PARCEL NUMBER: 702272014 Section: 27 Township: 27 N Range: 02 W CONTRACTOR: PHONE: PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOII NEW POLE BUILDING 24X36X10, NO HEAT NO PLUMB TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 1,661,472.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 864 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: 0 Prop: 0 Total: 0 Total: 0 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $234.00 MEB 09/05/13 142459 Plan Check $152.10 MEB 09/05/13 142459 APPROVED State Building Code $4.50 MEB 09/05/13 142459 Total: $390.60 SEP 2 6 2013 Jefferson County DCD \\4irlumor4\rinfo\forme\G RI rI Ann PIA rn+ Q/12/7!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#: BLD13-00280 SITE ADDRESS: 564 COUGAR RUN RD Issue Date: 09/26/2013 QUILCENE, 98376 Final Date: 11/22/2013 APPLICANT: GREG STUPICA PHONE: 72 FIR CIRCLE PORT HADLOCK WA 983399557 SUBDIVISION: Block: Lot: PARCEL NUMBER: 702272014 Section: 27 Township: 27 N Range: 02 W PROJECT DESCRIPTION: NEW POLE BUILDING 24X36X10, NO HEAT NO PLUMB 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 11/22/2013 \\tidemark\data\forms\F_BLD_Occupancy.rpt 12/17/2013 r __ __ 0 ■ rr- d `a N Z w Q H c< ^ .,k- �p ,Ju c7 LC) -) ■ O v3 (3• Mr- Fk 1` v-1 J ES 1 0 CO .o� (■ r= v J t t V c t z 0 _) U Y 4,-- { d 0 n z er 00 0 o- 2 t E i 2 as A -----------.,....,..„,„, , ,%' In n II Q. 0 Iii 6...CL s'-' u ,i DiX IMO al I ^? v y 2 I I i i I I 11 1 f I I I i 8'18E- I B• UILDING PERMIT APPLICAON BRLD1e 00280 Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00280 Received Date: 9/6/2013 SITE ADDRESS: 564 COUGAR RUN RD QUILCENE, 98376 OWNER: GREG STUPICA PHONE: 72 FIR CIRCLE PORT HADLOCK WA 983399557 SUBDIVISION: Block: Lot: PARCEL NUMBER: 702272014 Section: 27 Township: 27 N Range: 02 W CONTRACTOR: PHONE: PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOt NEW POLE BUILDING 24X36X10, NO HEAT NO PLUMB TYPE OF WORK ► •► SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 16,614.00 ADD'L: HEAT TYPE: CODE EDITION: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 864 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE WATER SYSTEMSAL: S[D date. q /3 BEDROOMS: BATHROOMS: 1 Exist: Exist: Prop: 0 Prop: 0 Total: 0 Total: 0 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $234.00 MEB 09/05/13 142459 Plan Check $152.10 MEB 09/05/13 142459 State Building Code $4.50 MEB 09/05/13 142459 Total: $390.60 \\+irlcmorWrlo+o\fnrnnc\F RI Il Ann RIr1 rn+ OH 2/9!114 ��,�o1v ooh JEFFERSO1110OUNTY 411i1/t■ t(4) — P180 ' YI' DEPARTMENT OF COMMUNITY DEVELOPMENT `s 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax www.co.jefferson.wa.us/commdevelopment BINS Master Permit Application MLA: Project Description(include separate sheets as necessary): Corfruc_f c, of .IY'X36'X/d ' pole- hi s 1cus c 3araj>e Tax Parcel Number: l o 2 ,2l2 OI Property Size: 6 ca. Cre. S (acres/square feet) Site Address and/or Directions to Property: Cou a✓ Pun R Road au i ice n Property Owners of Record: (Trej 5-tap Jr& Telephone: 310- 36 I - 1 I ( Fax: email: Mailing Address: 7:2 F r Clr�l� / Por'f (1iadlock, mg/ 7S'557 Applicant/Agent(if different from owner): Sound Bur lam/,n3 Systems.Tn c. Telephone: 31(10-6/37- l-1)1 Fax: 36o-437- email:Sound bu,ld#n9 sysfem-. (� Mailing Address: 35 (o 1 v: v_ LOA_ 4 8"3 G 5 A•tma,J . Cow What kind of Permit?(Check each box that applies i'Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reas•.-• - ••-•• ❑Single Family ('Garage Attached Detached ❑ Conditional Use[C(a), a •r *( F I V E ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unn: rri• ►- • ❑ Commercial* ❑Special Use(Essential 'acilities)** ❑ Change of Use ❑Boundary Line Adjustm- ❑ Address ❑ Road Approach ❑Short Plat** SEP 5 2013 ❑ Home Business ❑ Cottage Industry ❑ Binding Site Plan** ❑ Propane . ❑Long Plat** ❑ Sign ❑ Planned Rural Residenti.I Dev- •pm,. , ='s",'reft)tratendments ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration D • Of OMMUNIlY DEVELOPMENT ❑Stormwater Management ❑Shoreline Master Progra - • • -- I -evisions** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate Sou d Qu ld i .•+ys f Ihc_ to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE ,-, �' Date: e7 , By signing this applica ion form,, owner/ag- attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its 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 to proy de access and ri•hy�r-ntry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any req.' ter inspe. . . _ -: -ss and right of entry will be assumed unless the applicant informs the County in writing at the :::appli the or slit rior .a Date: , The action o - ions Appli.-nt 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 issu.d will not viola - A. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you, e in complia - he Jeffe •n County development code.The Applicant acknowledges that he,she or it holds individual and non-transferab f-- . complying with the ESA. The Applicant has read this di laimer and si s and dates it below. Signature: ' Date: I G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • BUILDER STATEMENT 0 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 responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: Sound 8u Alt nq Sysf�ms Inc (3k°)1137-1•117 (360)137-i,210 MAILING ADDRESS: 36-141.Jtorgdy/te EMAIL: I ' / n RbQ� sound busIch„q s�lSreaas 'Whjatrna,l, Co.n CONTRACTORS LICENSE port /.kd I.w,%Ai A 91t34s WAINS 1 NUMBER: SOUW1765Ooz7AIM NUMBER ARCHITECT/ENGINEER: Bar ker /_-_45,n e e r ,„1 PHONE (S-09) 73b- 7 5-5-1. FAX:(s01)736-75-5-7 MAILING ADDRESS:t40 0 PIexiun+6iR Ceafei 81 *,boy l)icpmnd 4,J 9 933-2 EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: O New S Wood Existing: ❑ Sewer O Addition 0 Steel Proposed: 0 Bank ❑ Community System O Alteration/Remodel 0 Concrete Total: Height: 0 Individual System O Repair ❑ Masonry SEP Permit# 133- oo a y 1 O Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: 0 Private well 0 Two Party Type of Heat: Proposed: D 0 Public Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Num6erof occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occup4ac. '.,., IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 11 Underground Tank i Above ground Tank Size of Propane Tank: L 11 Heat Stove i' Cook Stove 1 Woodstove I Fireplace Insert I Hot Water Tank 1 Pellet Stove I Other L t rispliance being installed in a Manufactured/Mobile Home? Yes / No s applying fora permif101nstall a propane tank you must also submit a site plan showing all of the buildings,all property "t flk°location and size,-distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bid App Review: g, 0 0 2"c Floor Heated Consistency Review: ZZ7-0-0 Other Heated Base fee: Z3 J 0 Mezzanine Additional Section: Heated Basement Plan Check fee: 151- o Unheated Basement State Surcharge fee: `/ S° Other Unheated Pot Water Review fee: Garage/Carport y SUBTOTAL I 1.1l (o`l(o- („a Decks r 911/Rd Approach fee: Other TOTAL: $ (0q(,,, l0 0 Receipt Number: 14 7.14, Cash/Check Number: k +e4 ESTIMATED COST(REQUIRED) Date: O� •Fair market value of all labor and materials foundation to finish ll (3 6 y l to,o o Initials: G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • • 2 CO H r' O O 0 LL N SD Z LL .-., O H O CO � O N o) — LO CO � Z O -13 — N Q O O L J -0 U 0 = I— LL O C1 Z ++ "O H O O Q -- 7 .0 t L U (` Q O U U U Q Z O 7 O J IZ CL = � ■ U I— I— O O CO N- CI) N Lf] CO O Lf7 = O O U C= -O O LJJ C = = co 3 F— so � O m o co J U O co -0 GC Z O C: O H .- N X X >- CO I— O CO X -0 CC LLI CO o W N J LLI W CL f` m 2 L1J O N CO Q 0 Q J Y •- CC N 3 W X � O U U U CO CL O N 2 Q ¢ H 2 O I• 2 0 I— d H --I 0 J N W = U O � W -0 N O Q X W 07 2 2 CC U F— N U I— N J H H O CL CD LL I- D I� X d In Io = W 2 N N Q = 7 CL O 2 N O CO 0') I— I— +1 �. U CO I� d co Io - -1--i O N1- O oo 7 O O O . N • . ti . N CI_ , N = . O I— N ti co co . O P� O co O O O O O 'O L N ,— O U N 07 ,— = j# C O CL N •• L 3 L = Y C — N O -I-I N l- a) o) = co -- = co L N U Io co 'O 7 co U i. L Q — O co I_ L (.) Io x +J U -o x Io co d to -- -- to o) I— I— x ci- I— c17 CO cl- X X I— Q Contractors or Tradespeople Peter Friendly Page • Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with L&I 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 SOUND BUILDING SYSTEMS INC UBI No. 601856896 Phone 3604371219 Status Active Address 3546 Thorndyke Rd License No. SOUNDBS027NM Suite/Apt. License Type Construction Contractor City Port Ludlow Effective Date 8/14/1998 State WA Expiration Date 8/19/2014 Zip 98365 Suspend Date County Jefferson Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status SOUNDBS055NP SOUND BUILDING Construction General Unused 8/17/1995 8/14/1998 Archived SYSTEMS Contractor AWCON**101KH A a W Construction CONSTRUCTION Contractor General Unused 5/8/1990 4/27/1996 Archived Business Owner Information Name Role Effective Date Expiration Date WELTER, RICHARD A JR President 01/01/1980 CARY, CANDACE Treasurer 01/01/1980 07/27/2012 !WELTER, RACHELLE MARIE Vice President 01/01/1980 07/27/2012 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 Lexon Ins Co 9815628 12/01/2012 Until Cancelled $12,000.0011/21/2012 5 COLONIAL AMERICAN LPM4070501 12/01/2005 Until Cancelled 12/01/2012 $12,000.00 12/06/2005 CAS&STY CO Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date DEVELOPERS 14 SURETY a BIS00001729 12/01/2009 12/01/2013 $1,000,000.00 11/12/2012 INDEM CO 13 CORNHUSKER WAC460357 12/01/2008 12/01/2009 $1,000,000.00 11/25/2008 CAS CO 12 CASUALTY CO C KER WAC460357 12/01/2007 12/01/2008 $1,000,000.00 11/30/2007 WESTERN 11 NATIONAL ASR CP300007473 12/01/2006 12/01/2007 12/01/2007 $1,000,000.00 10/26/2006 CO 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 Infractions/Citations Information No records found for the previous 6 year period II https://fortress.wa.gov/lni/bbip/Print.aspx 9/13/2013 • Up Front Parcel Review. Parcel 702272014 Printed: September 17, 2013 GREG STUPICA Site Address: 72 FIR CIRCLE 564 COUGAR RUN RD PORT HADLOCK WA 983399557 PORT HADLOCK, WA 98339! QUILCENE WA, 98376 Parcel Number: 702272014 S-T-R: 27-27N-02W Total Acreage 5 Legal Description S27 T27 R2W TAX 20 Land Use: 9100 Flood District: Fire District: 2 Planning Area: 10 Flood Map(FIRM)Panel No: School District 48 Zoning: l2._ I `, COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] 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' NO [ ] Parcel Tags or Scanned Documents YES N [ ] ESA's: Special Reports Nearby YES ND/ [ ] Designated Ag YES N [ ] Shoreline Designation: ES N>, [ ] Shoreline Slope Stability: YES NO/ Stream Type:YES N9/ Fish& Wildlife NO e d kv- ([40 `� d 0 w-{ t p✓ t-o� Wetlands: YES NO I NYC ) Rare Plants:YES N9- Seismic: YES NO Landslide: YES Flood: YES N Erosion: YES Aquifer Recharge Area:YES 13+0 SIPZ: no — At Risk High Risk Coastal CMZ: o„ High Risk Moderate Risk Disconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES NJV Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES Np [ ] Agricultural Lands: YES N9, [ ] Archaeology: YES N¢ [ ] Stormwater: New Imperrvious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES �' MRL Forest Lands YEs N [ ] Landscaping Required: Yes N7' [ ] Parking Spaces Re!am' ed NO (:27 Other f 1 Buildinn Height: fiV UBC Standard Nlo 5/kutft./ ,[ ] Impervious Surface covelaie percentage: Resource Lands&Public: ) Rural Residential: VA Rural Iniial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] Total Building (s) Size: 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: eft Side: Right Side: Rear: Shoreline Setback: LSHA Setback: _ Z [ ] Road Classification: U 7�/�� Pty . " Road Approach: EXITING NOT RE RAP [ ] SEPA Required: YES EX P [ ] Flood Certificate: v\ [ ] Existing Case(s)&Condition(s): Violations: Yes Nom [ ] Recorded Date of Subdivision: it —AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NJ-submitted: YES NO [ ] UGA No Protest Agreement YES Np ubmitted: YES NO [ ] Site Visit conducted YE NO ( - /3 [ ] Require Final Zoning Ap roval YES NO [ ] 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 702272014 Cases Name Review Type Status Planner BLD13-00280 STUPICA P Application Received: 9/6/2013 Permit Issued/Case closed: Case Finaled: NEW POLE BUILDING 24X36X10, NO HEAT NO PLUMB M LA01-00304 ZON01-00043 MLA01-00304 PHILLIPS I F M FARFAN Application Received: 6/5/2001 Permit Issued/Case closed: 7/13/2001 Case Finaled: 7/5/2007 Site Plan Approval Advance Determination SEP03-00241 DAHLINE F M FARFAN Application Received: 9/25/2003 Permit Issued/Case closed: 10/9/2003 Case Finaled: 10/17/2006 SOM03-00241 DAHLINE F Application Received: 10/17/2006 Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 9/17/2013 Page 2 of 2 • DEVF± PMENT REVIEW TIME*IEET Dat- Time - Comments 0c _ U� \\tidemark\data\forms\R_MLT_Case_CRMLA.rpt September 18,2012 ■ • • • Z \ J W 11 4 Q UtUil 0 5o= X h. 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S o<a., W s e—SW • Map Output • Page 1 of 1 ArcIMS HTML Viewer Map .[22xtiti Legend Selected Features JC_Roads Parcels-H „• _ _[..,- County Zoning • ■1 S tans i222.:;Y' Rurn Rosnan,c:1:10 Ru-a:Rawen:m 1:20 �.5 MPR PR,F01,0 MPR Mun Oam0, Yagm.sne Mgcrom00 { ■ MPR 000,1 Sass vC'� ,...c.s nV larch /02112001 �c.1.v�nauM u 222a•4 AR0o0 FF0 MPR.V.0.0 Conga Al1:20 Sore Sews Conga ■ a.M,es.S aMe £ •pa eleummm MPR-RaceMOn ...r..�-,.....iw...._m.x.-«... Wale MWm CPR LAW Svc C5e,aeads.0 Croswo.s.CC CAmts..eMC ■ A11:20 -<-....< LJGA.LNa CammaaM .<..: ...• UfM:eron 1.401 ae0Yrm USA-MMR 0.410R USA veac USA-100 _v'i1lYi2H:: +Wk2L 200 Va.Orenlao COmnwg[mA {YGti02N` �A�Y '7601 MAR BRA annnan Me..A0 to ou�ae U�nW fame FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Tue Sep 17 15:20:47 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 9/17/2013 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map asv o� ...... .. Legend Selected Features C_Rwds Parcels-H Spotted Owls '012(Ww (ullb1uo. .■ (J22(2049 10.7.2f2S21 tG[L(GCti:: 702272027 umsxa-.. a -, FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the ,method and accuracy of its collection.Tue Sep 17 15:13:06 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 9/17/2013 • Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 7022,410.1 ,4419LL■t K 1/ 70222K.1 1-'1114 O`a _.. Leyand 0 S.lactad Faaturas laM ti ,,J JC Rotas 15 �;\ \ \ t fULllexl 7022720,4 702281003 I \jl: y 70212010 i 702212021 .ee�'iti' t / !70m7D28 r 702272023 ! •.�.G1fx•15C. •..l is i.i. _,�i_us r,_nt�x.ca�t� ._ lh9tt FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the 'method and accuracy of its collection.Tue Sep 17 15:08:13 2013 III http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 9/17/2013 • Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 703214003 ........ l Legend Selected Feature s C_ROads Parcels-H Heritage Pants Er J 70338+000 70037201' /0238x004 Mae ay.aea,m xavm CarA Cots Sevw•.C6 0 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the ,nethod and accuracy of its collection.Tue Sep 17 15:15:09 2013 L O t- ('(•"(djill 5i http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 9/17/2013 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map /Ott'aU'1s 20222301/2 =moos .Sg I 0R Legend © selected Features JC_Roads Parcols-H 702272015 Landslide Hazard \ 707272022 IN Soars Q i Npn 702207003 7RT. temente stein )t� 7022/2019 7C<<e a /012mw 102272(125 2022272023 00000026: oxccomo Mein avadat et.ettusm Curry Cues Se-noes GS 0 3060 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Tue Sep 17 15:16:54 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 9/17/2013 • Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map J M -'-'---'-'- "-'-'-'s-'-'-'-'Ar.\--'6i-"-.' I r _. - R _ I rr 1 ,1i.... •/y? Legend {{{ -= Selected Features R .f Township Lines G ! ' 3 l. i;h -1 t.,. ,� JC_Roads f Parcels-H I _ ' r'.rc'd ,lilr USGS Topos . / L r i .-L` • r ' i ‘'d4; ////// { / / • Maps:ro.:daA pt., i",osCj canna Scream.:, ...:■ FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Sep 17 15:21:37 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 9/17/2013 Map Output • Page 1 of 1 ArcIMS HTML Viewer Map 4 i ,,-,,,. _Y 1 \--.-----1 701123008 4 t I \I 'tQ Legend 7 Selected Features �1 \ JC Roads Parcels-H 75 212015 Contours Ir.... 11..Lonlo, /0/2r/0,4 f /5/ w w J ro tena+• IV118'.."�iJ / 11 ■ (I/ I i T02212019 . _r_r 4? /II 2 70/.28700• 4sa/022'1,.i' C,.. ti / o, rezv mes1 r itti / /) '44.. FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Tue Sep 17 15:08:49 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 9/17/2013 Map Output • Page 1 of 1 ArcIMS HTML Viewer Map 1 r -^- - �', , .. .,. 8 `' Legend Selected Features '£' .7C Reatls -"`- 0, _W MParcels H a£' - ,.a ineral Lantls � tl ca..rc_aa cs_ 4 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the ethod and accuracy of its collection.Tue Sep 17 15:25:07 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 9/17/2013 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma• , W,01.7.1, .702214603. inrA4 4s• (NEM IIIIIIIMVt"mil cc .° .. .� Legend c3Selected Features f ... i F PC R H .. p 'irk.: .2'.—i-.--*:' '`' z, . 'G.xA (7 Carte s a_ 2011 Aerial Photos fi d • av �: {T 3 a „..,11. 4710,7?CAF h 2 x y 4 .i... t '44`. " '...'''', . ,- 4e. .. ! _ . . r r,:.,. „.:, ...- 4' ' l'S" ' - ',4, i,,,. , , ..,,, .. .._$ u'' W r ' ern' ii, y 's "r622720.9 !-- '; a. '0, . a c � # . p ° SS 1 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the ethod and accurac of its collection.Tue Se.17 15:23:21 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 9/17/2013 Map Output • Page 1 of 1 ArcIMS HTML Viewer Ma• GOMM y�, /.... , • '4 - I 1 , t :ures JC_ROaas (""\\ Parcels-R t3 . / 7022_ m 2oa�aortal Photos � ♦ r' f .t.— ', / t TOM y v _ T 7,' ? T-- I aoc0002a FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the ethod and accurac of its collection.Tue Se.17 15:23:21 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 9/17/2013 • road • • Page 1 of 1 ADDRESS INFORMATION FOR 593 COUGAR RUN ROAD NUMBER:P524 ROAD NAME:COUGAR RUN ADDRESS:593 APT: REAL MILE POST:.59 LT APPLICANT:BARRON,ROBERT ADDRESS CREATION DATE:04/24/03 PARCEL:702272023 LEGAL:LOT 4 GRID:J-8-I FIRE DIST.2 ZIP:98376 POSTAL DISTRICT:QUILCENE PLANNING AREA: VOTING DIST: CEMETERY DIST: HOSPITAL DIST: SCHOOL DIST: WATER DIST: SITE LONGITUDE: SITE LATITUDE: SITE COORDINATE TYPE: ACCESS LONGITUDE: ACCESS LATITUDE: MODIFY DELETE ADDRESS NAME SEARCH REPORTS http://isserver/Address/RoadAddressDetail.asp?ROAD NUMBER=P524&ADDRESS=593 9/17/2013 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma• ozzz+oo+ 1 CEEB Wel 7022240075 ' ray+'a -- ---------_ FF3D =CM .... ,,... .. FPS. w is uamr Legend Selected Features «•PY7a 70222aW9 uC_Roads .� ;..` Parcels-H v'– —r.,X09 P . ui 4 2011 Aerial Photos y,—sr q; gm/ +13.4rti`1 umm s� m27m6+ 70227X1,9 ,y 1 M .. j� 702272126 9,. .'}1✓.. 702212039 70227193 202261001 70227202 {ff 7022720'6 / 0[9000260 [09o392so 030600260 I ! - MUD m227201 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the ethod and accurac of its collection.Tue Se•17 15:43:24 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 9/17/2013 • BUILDING PERMIT APPLICAON BRLD1e 002p80 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00280 Received Date: 9/6/2013 SITE ADDRESS: 564 COUGAR RUN RD QUILCENE, 98376 OWNER: GREG STUPICA PHONE: 72 FIR CIRCLE PORT HADLOCK WA 983399557 SUBDIVISION: Block: Lot: PARCEL NUMBER: 702272014 Section: 27 Township: 27 N Range: 02 W CONTRACTOR: PHONE: PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NEW POLE BUILDING 24X36X10, NO HEAT NO PLUMB TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 1,661,472.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 864 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: 0 Prop: 0 Total: 0 Total: 0 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $234.00 MEB 09/05/13 142459 Plan Check $152.10 MEB 09/05/13 142459 State Building Code $4.50 MEB 09/05/13 142459 Total: $390.60 \\firlamor4\rl+.1fnrmc\G RI Il Ann Rlrl rn4 O/11/1111Z . , . ` •¢gON co • S/ t/v �`� w�4, 6 JEFFERSON COUNTY ' DEPARTMENT OF COMMUNITY DEVELOPMENT ti • '4 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax p'� www.co.jefferson.wa.us/commdevelopment 81N Master Permit Application MLA: Project Description(include separate sheets as necessary): Cort5t ' .-f i t of ..2''X36.?(/d ' Pale 17ulld1 rizi 3arecyc Tax Parcel Number: 1 era a 12 01,1 J Property Size: 6 c;(-re s (acres/square feet) Site Address and/or Directions to Property: .5-E. 1 Lou a✓ /lull Roaci / Ott IC-dn Q.. Property Owners)of Record: (-r eq Sf a p Ica. Telephone: 3 4 0- •36 I -A i l t .1 Fax: email: Mailing Address: 72 Fr Care./e- r Port HAdtock1 µJ14 98'339 Applicant/Agent(if different from owner): Sot,.vd 6.I I,n j, Sysfem c J x c. Telephone: 3to0-'137- iai9 Fax: 36o-Li 37- 1.21 b' email:soundhu, ld,ry sys/en: g, uii.iii.J Addracs• 5�1L Ti -:471 r t ri 1__I .1 H _y.,,r4 IA __a-8.3.4 What kind of Permit?(Check each box that applies TiBuilding_ ❑Critical Areas Stewardship Plan ❑ Demolition Permit El Variance(Minor, Major or Reas.•-• - .• ❑ Single Family ("Garage Attached Detached ❑Conditional Use[C(a), s , •r i, F ' 'J E ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unn-per. 1.-. 1i0.;. ( Use Special* ❑S (Essential 1 ■ acilities)** ❑ Commercial P ❑ Change of Use ❑Boundary Line Adjustm- ❑ Address ❑ Road Approach ❑Short Plat** SEP 5 2013 ❑Home Business El Cottage Industry ❑Binding Site Plan** ❑ Propane. ❑Long Plat'"` ❑Sign ❑Planned Rural Residenti•I Dev- .prnat fitgantiztbndments ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration p • OF OMMUNIlY DEVELOPMENT ❑Stormwater Management El Shoreline Master Progra - • • -- mi -evisions'""` ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* El Comprehensive Plan/UDC/Land Use District Map Amendment El Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference _ Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate Sbu ei i ,Id, •••• 3 t n to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE �� � , Date:__ ✓� ( _ r 3 By signing this applica ion form,, owner/ag- t attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its 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 to pro 'de access and ri.h 1-ntry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any req ter inspeI •r • • :. ess and right of entry will be assumed unless the applican informs the County in writing at the time of the appli the or s•- ts,,prior e. Signature: d.'' Date: ' The action o - lions Appliint 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 issu=d will not viola - -r'.4•A. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you;e in complia -wit he Jeffe •n County development code.The Applicant acknowledges that he,she or it holds individual and non-transferab =•""'.'.nsl lity f•• - - 'complying with the ESA. The Applicant has read this di laimer ands and dates it below. / I / /}� ._ Date: Signature: r • • s r BUILDER STATEMENT 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 responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAx: Sound 8rAildinj Sy5fe Ps(., I Inc (3i;o)937-1a1? (36°)137-1aIS MAILING ADDRESS: 35 4ro -Tile rt./dyke, Rbac{ ' EMAIL:S.Purzcibu,dingS)(51e413 ��/cfrna,14 ecm CONTRACTORS LICENSE Port J-.4d 1 o a,,w5 A i'. WAINS J NUMBER: so U N o 3 s O a 7 N r'1 NUMBER ARCHITECT/ENGINEER: Be r ker b--45 i n e e r r n q PHONE (Sd9) 73,- 7c5-.2_ FAx:(SO 7)736- 75,5"7 ADDRESS:a L o, A,eniunb,,,ee„x,61„d,,,,A,,,,, REMAIL cc%lQndr� g9:/s1 Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: iS New IS Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: o Bank 0 Community System 0 Alteration/Remodel ❑ Concrete Total: Height: 0 Individual System ❑ Repair 0 Masonry SEP Permit# 63- oo a H I o Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: 0 Private well 0 Two Party Type of Heat: Proposed: 0 0 Public Total: Name of System,, If this is a Commercial Project you must answer the following: gaces: Cu p rrent: "Proposed: Number of ADA Parking Spaces: Number of Parkin S Number-of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupanck:. .. µ' IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: Ti Underground Tank 1 Above ground Tank Size of Propane Tank: Heat'Stove' I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank 1 Pellet Stove 1 Other ibis appliance being installed in a Manufactured/Mobile Home? Yes / No tlhen applying for a"permittTerfristall a propane tank you must also submit a site plan showing all of the buildings,all property ne:s,''tehk location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed Far Office Use Only` Amount Revision Main Floor Heated EH Bld App Review: g, 0 0 2nd Floor Heated Consistency Review: Other Heated Zz8' vb Base fee: Z3 J `D Mezzanine Additional Section: Heated Basement Plan Check fee: 152. /0 Unheated Basement State Surcharge fee: `/ S0 Other Unheated Pot Water Review fee: Garage/Carport SUBTOTAL Eby 1 ( (oRte� Coa Decks 911/Rd Approach fee: Other TOTAL: $ (0e ,. (0 Receipt Number: I42,11Sq Cash/Check Number: 1 oil_ ESTIMATED COST(REQUIRED) Date: j S 13 •Fair market value of all labor and materials foundation to finish /6'1142.00 Initials: 4t; • G:\PesnitCenter\###FORMS###\DRD FORMS\Mach,Pern-4 Annr;,-sirs.c_')o_nR,a,.,- • • • ON VJEFFERSON COUNTY 440. %A DEPARTMENT OF COMMUNITY DEVELOPMENT 2 2 a n 2 O 621 Sheridan Street • Port Townsend •Washington 98368 J LS l� V LS O/ 360/379-4450 • 360/379-4451 Fax C, C http://www.co.jefferson.wa.us/commdevelopment/ SEP 5 2013 JEFFERSON COUNTY Stormwater Calculation Worksheet DEPT.OF COMMUNITY DEVELOPMENT MIA# PROJECT/APPLICANT NAME: &re q $t4 p 1 ca 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 .0 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet d t 1 g°° 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 clearing,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 rSb y sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes No Well,utilities,etc. sq/ft Does the project convert 21/2 acres or more of native vegetation to pasture? _ Driveway,parking,etc. sq/ft Circle: Yes No's Lawn,landscaping,etc. sq/ft Other compacted surface,etc. / sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance l 6--(0 1 sq/ft Cut 0 Fill 0 (cu/yd) [over) stormwater calc worksheet—REV.10/1/2003 1 • j • • • r 1' 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) 8 to N sq/ft Structures(all roof area) sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway sq/ft Driveway sq/ft Other sq/ft Other sq/ft Total New 8 to sq/ft Total Existing S-45 to sq/ft TOTAL NEW+TOTAL EXISTING* 6 3,2 v 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: .3 % Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no,the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium"projects—those that must meet only Minimum Requirements #1 through #5—and for large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. 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. 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D mm `DZ i° Z -Oi ., mmn mmtnr<riz Z > 0CA Otnr,) Otnr mn F+ y� r D = C N j C Z 2 -I z A N Z Z• C) CD 0 Z M c A < m n G-) > y n n vl _ m r7 D N O O Z Km m CO .. ((���� m N m n m n m N D cn m Z - m O -1 D 2 m m < O l> N IA 2 AZ 2 A O a,' n 'rt -i ➢ pI- m -_1 > O O -I Zr m -I Dn A rr'i N Z OZ m A mm O m m3 Zr N 47 O O O Z Z L7 ■ N �'-. ° N ° -0 2600 N.COLUMBIA CENTER, GREG STUPICA = rii 2 a -D+ o , -. m m m I BLVD.SUITE#208 24'x36'x10' POLE BUILDING r I B ER:��.EY RICHLAND,WA 99352 FOUNDATION PLAN V 1 { 564 COUGAR RUN ROAD O ZO N PHONE:(509)736 7552 QUILCENE, WA 98376 4 I—+ ` C d ;C• C Engineering FAX: (509)736-7557 ' JEFFERSON COUNTY ` $i . a . S 3 629'.8 2 . „....„ ...„......,...-_, . , 1 1 ' ■ 1 i ! : . /a ...... ra ) \ C 1 ..,., ; Cfr`,1...k.,- • tk ,.. (o' •./,,, -.. ...., ,,., ' .,..., U, Cr .. . 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JOB /1P? 9 SUITE 208 SHEET I OF / RICHLAND, WA 99352 PHONE: (509)-736-7552 CALC BY 1�R, DATE �—2"C"'`l3 BEY FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz a Project Description Building Width- 24'ft Eave Ht, - 10 ft Building Length = 36 ft Pole Building Design for Greg St•upica - • Criteria 2012 IBC SEP 5 2013 2000 Post Frame Design Manual 2005...NDS JEFFERSON COUNi'1 ACSE 7- 10 DEPT.OF towt1N11N DEVELOPMENT 25 psf Snow Load 100 mph.Wnd.,....._Exp B Seism ic..Zone : 119 Concrete fcl = 2500 REVIEWED FOR CODE COMPLIANCE Soil • 5v= 1500. psf,Vertical Soil Pressure _sw. S=........ 100 psf/ft; Lateral Soil Pressure ,I4; s i s 1 � moo..: Y JEFFERSON COU . L BUILDING PLANNeWNW RovEvolueliffripm APPRO4E • I EXPIRES 08/i8/. 1 D REJECTED Date 1.12:13 vtdeal rrer FILE COP *Nif CiTr131.12 A C1 .02;11A C C3T0111 BA CIValTIA C Tr)71-31 r- 4.4 #1.4441)===1140111Maitiirl.i"t";1 # 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET 1.- OF RICHLAND, WA 99352 PHONE: :: :;111B 1111:62: ::?1; E Y FAX: 557 CHECK BY DATE www.berkey.biz Snow Loads Wind-Lo-ads Basic Wind Speed= 100 mph Pg.._ 25 psf Exposure= B Is= 1.0 . TABLE 1.5-2,ASCE 7-10 _ I.=._1.00 CQ = 1:2 TABLE 7-2 ASCE 7-10 A = 1.00 h= 12.00 Ct = 1.2 TABLE 7-3,ASCE 7-10 a= 3.00 2a_=.6:00 Roof Pitch 4112 6= 18:43 degnees- MINIMUM WIND PRESSURES 1 0,322 radians Horizontal Pressures USED AS PER SECTION Exp= B 0316 sine A= 16 28.6.4OF ASCE 7-10 0 949 cose B= 8 Pf= Pg(0.7)(ls)(Ce)(Ct) 0 900 cost 8 C = 16 25:2.psf D.=...8 SLOPE FACTOR Vertical Pressures FIGURE 6-2,ASCE 7-05 E = 19.1 Cs = 0.94 FIGURE 7 2,ASCE 7.10 F= 12.4 0 = 13,3 P s = (P1)(Cs} f-I..}..95 = 23 63 psf Overhangs EOH " 26.7 P, = 25 psf C5H° 20.9 25 psf Controls • 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 RICHLAND, WA 99352 SHEET 3 OF 1 E E I 7 PHONE: (509)-736-7552 CALC BY DATE 1111a2542!S I FAX. (509)-736-7557 CHECK BY DATE www.berkey.biz Lateral Oontrol.-.Wird Seismic L = 36 ft Overhang = x= 1.5 ft DLmof= 5 psf Overhang=y =7- 1.5 ft DLwas-= 5 psf span = s= 24 ft pitch = m = 4 112 Area of Roof: Ht= 10 ft Aeave wall= (Ht-Q.5)(1-) AR= (s+2y)(L+2x)= 1053 sf = 342 sf Area of Walls: Aroof (L+2x)(m(s/2)) = 156 sf 2VL)(Ht) ((00404-011(s2/4A= 1296 sf htroof= m(s/2)= 4.00 ft Wtroof=AR(DLroof) = 5265 lbs Wind Forces Wtwalls=Aw(DL walls)17 648&lbs VA.= (16)(Ht)(2a).= 960 lbs Wt=Wtroor+Wtwaiis= 11745 lbs VI3= (8)(m(s/2)(2a+x)= 240 lbs Seismic-Parameters: Nic= (16)(Ht)(L,2a)= 4800 lbs le 1 0 Table:14-2 ASCE 740 R= 25 Table 12.21,ASCE 7-10 VD= Mii(s/2)(L+x-2a)= 1008.lbs Ss= 1191 USGS Seismic Hazard Curves Fa= 1.04 Table 11.4-1,ASCE 740 Skis (§s)(Ea)= 1.2 Eq 11.4-1,ASCE 7-10 = 7008 lbs Ste=(213)Sms.= Eq 114,3,ASCE 7-10 Cs (Sug)(14)/R= 013 Eq 12:8-2;ASCE 7-10 Vseisroic=CSW 3879 lbs Eq 12.8-1,ASCE 7-10 3,88 Kip < 7 01 Kip Wind Controls *-- • 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 OF RICHLAND, WA 99352 SHEET I( CALC BY DATE BERI(EY FIDAxHO.NE: 550909?"773366-77555572 CHECK BY DATE www.berkey.biz Lateral Model 3 Bays Diaphrag •• Stiffness Assembly# 11 1 - 2 ,:3 , 4 29 ga Steel('11) Purlins in Hangers Shear Stiffrtess c 2= 3700 lbs/in 1; Ia 2a t 30 Shear Modulus G = 3700 lbs/in I I b 2b I 3b Allowable Shear Va = 110 plf Cp (G(Ian))/(s(ccs0)- 4388 bs/in • s= 1200ft bh= 13.50 ft T R, R3 N4 Bay 1 2 3 Width 12ft 12.ft 12 ft Stiffness Properties Frame Loads Frame 1: Kp= 7700 lbs/in Frame 1: R1 = 600 lbs Frame 2: Kp= 634 tbs/in Frame 2: RI = 1104 lbs Frame 3: Kp= 634..lbs/in Frame 3: IR, = 1104 lbs Frame 4: Kp 7 9347 lbs/in Frame 4: R1 = 552 lbs . !1g,c::::5:ENTER BLVD. SHEET OF PHONE: (509)-736-7552 CALL BY DATE B ERKEY FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz Frame.Stiffness Frame 2=3 Cantilevered Post Frame' 1 29 ga. Steel w/Stitch Post Size 6x 6 N = 2 C= 4400 lbs/in G = 440.O..I.b.Slin E= 11Q0 ksi 1 = 108-i 14 Va= 1$O plf w'= 14 ft Hp= 104 in Ht= 8 ft Kp..=..N.(3.E1/Hp3)= 634 lbslin Kp= (Gw)/Ht= 7700.ibs/irk Frame 4 29 ga. Steel(11) G= 37001bs/in G = 3700 Ibs/in Va.= 110 Of w= 24 ft Ht= 10 ft Kp-= (Gw)/Ht.= 9347 lbs/in • 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 CO RICHLAND, WA 99352 OF SHEET BF,RKEY FpAxHo.NE: (509)-736-7552(509)-736-7552(509)-736-7552 CALC BY DATE CHECK BY DATE www.berkey.biz DAR Input NUMber of"Bays 3 Roof Stiffness Bay 1 7898 Bay 2 7898 Bay 3 7898 Frame Stiffness Loads 1 7700 lbs/in 600 lbs 2 634[Win 1104 lbs 3 634 lbs/in 1104 lbs 4 9347 lbs/in 5$2 14079.DAF FRAME FRAME APPLIED HORIZONTAL LOAD RESISTED FRACTION OF NUMBER STIFFNESS LOAD DISPLACEMENT BY FRAME APPLIED LOAD 1 7700.00 600.0 .1887258 1453.2 2.4220 2 634.00 1104.0 .2967517 188.1 .1704 - 3 634.00 1104.0 .2888167 183.1 .1659 4 9347.00 552.0 .1642838 1535.6 2.7818 DIAPHRAGM DIAPHRAGM SHEAR SHEAR NUMBER STIFFNESS DISPLACEMENT LOAD 1 7898.00 .1080259 853.2 2 7898.00 .0079350 62.7 3 7898.00 .1245329 983.6 Page 1 • 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 15 RICHLAND, WA 99352 SHEET OF BERKE x I wwNr((k55e00y9.9b))i--z 773366-7755557 2 CCHAELCC K B Y B Y DDAATTE E Diaphragm Shear Diaphragm •phords --(chich)(vOkcos Md = (Vh).(1..)/4= 8852 ft-lbs = 518 lbs Chord.Force Vh 988:6 lbs EPe Mci/bx I = bh/cos 0= 14 23 ft Pti vp= Vp/I = 36A plf 4"11 p 3 P; Ridge P3 Mom P **- Use only the outer 3 purlins Purlin.Spacing =z= 24.0 in W= 24 ft =W-2(z/12)= 20.00 ft IP, =Md/bx= 443 lbs a = 1.5in b= 5.5in Apuflin ab= 8.25 m2 P1 (Wibx)(IP0/3= 177 lbs (fT)max = P1 /Apurlin= 21 5 psi • 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET OF RICHLAND, WA 99352 B t-1 rJ Y F :736-7552 CALL BY DATE AX:PHONE (509)-736-7557 CHECK BY DATE www.berkey.biz Post..Design, End7to.Erid Shearwalls Out of Plane Forces . Lateral wind force: Reaction for fixed-pinned posts on gable ends= ZR Hp= 104 in s= 12.00ft .R.i...=...3/8.(V E.E))..= ...=...192 Of AEE= 288 sf AA` 72 sf Mactua'=w(Hp)2/8 = 1803 ft-lbs FEE.= 1753 Post..S.ize 6x.6 Distriute Force to...2 Walls E= 1100ksi 1= 108.lna Total length of controlling shear element: S 36 Ina Fb T 575 psi LEE = 33 ft Trib = 12 ft CD= 1..6 Ftr = 920 psi Span =..s..=...24...ft Mmax ' 2760 ff=Ibs VEE =(Trib/s)FEE = 876 Iles 2760 ft-Ibs > 1803 ft-lbs OK V EE=VEE/LEE_ 26_6..p1f Shearwall Type r,2g ga. Steele(11) Allowable Stiear = 110 plf 26-:6 plf..< 110:0...pif _ OK SHEAR WALL CHOICES 29 ga.wip..stitch..screws 1.10.plf 29 ga with stitch•screws 160 plf 7116°OSB with staples 395 plf • 2600 N. COLUMBIA CENTER V . JOB SUITE 208 . RICHLAND, WA 99352 SHEET OF BERI(EY PHONE: (509)-736-7552 FAX: (509)-736-7557 CALC BY CHECK BY DATE DATE www.berkey.biz coostraineci Post Embodded•in Eartb Base Soil Lateral Bearing S = 100 pcf Ernbedded.ElempntWidth b = 2.00 ft Required spacing for increase in PFDM 8.3.11 6b= 12.0 ft USE INCREASE w= 192 plf S' = 266 pcf L= 8.67ft Ma=' 1803 ft-lbs Actual d = (4Ma/Stb)113 Actual d-7 2 38 ft Used 325ft 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET t I OF RICHLAND, WA 99352 PHONE (509)-736-7552 CALL BY DATE BERKEy FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz Uplift Frame 1 Shearwall Tnb, = 12 00 ft Total length of controlling shear element: Tribe= 1350ft L = 10 ft Area=A.= 162 s V= 1453.2 Uplift Pressure=G = 13.3 psf v = V/L = 145.3 plf Uplift= Pup= 2.1.5.5..lbs Shearwall Type =29...ga.. Steel.wi Stitch Soil cone Allowable Shear= 160 plf d1= 2.75 ft c = 35 ° 0.61 rad 145.3 plf< 160.0 plf OK r.....1..00..ft ,A..;Ts...0:25 sf Vs=((n(dTtanq +r)^2(dT+r/tancp))/3)-(Trr^3/3tancp)-dTAR Frame 4 Shearwall 35 cf Total..length...of..controlling..shear...element: Vsc�i= 110.PO L = 24 ft HD~V(yso;i)= 3:88 kip V = 1535.6 2.15 kip < 3.88 kip OK v = V/L = 64.O.plf Shearwall Type=29 ga. Steel (11) Allowable Shear = 110 plf 64.0 plf< 110.0 plf OK JOIST & RAFTER CALCULATOR PURLINS • BEAM PARAMETERS: STRESS CALCULATIONS: Horiz. Span: 12 ft Types Moment @ midspan = 886 ft-lbs Slope (V:H): 0 :12 #2 DF-L Moment @ Point#1 = 0 ft-lbs True Span = 11.25 ft #2 HF User Calc'd Moment= 0 ft-lbs Beam Type: #2 DF-L LVL S4S lumber? YES PARALLAM Shear @ 0'end= 301 lbs Shear @ 11.25'end = 301 lbs No. of Pieces: 1 User Calc'd Shear= 0 lbs Spacing: 24 in Width: 2 in Reaction @ 0'end= 315 lbs Depth: 6 in. Reaction @ 11.25'end 315 lbs LOADS: VERT. LOAD PERP. LOAD fb = 1543 TEN. BENDING OK Uniform Dead: 3 psf = 3 psf fv= 57 SHEAR OK Uniform Live: 25 psf = 25 psf Point#1: 0 lbs @ 0 ft LL 8 allow.= 0.75 in TL 8 allow.= 1.13 in BASE DESIGN VALUES: Live Load S = 0.62 LIVE DEFLECTION OK Allow. Live Load S: L/180 Total Load 8 = 0.70 TOTAL DEFLECTION OK Allow. Total Load S: L/120 Fb= 900 psi F'b = 1547 psi Requires 1.50 in. bearing surface Fv= 180 psi 1= 18 in 4 Fcperp= 625 psi E = 1,600,000 psi ADJUSTMENT FACTORS: Cd= 1.15 Cf= 1.30 Cr= 1.15 SPECIFICATION: 2 x 6 #2 DF-L @ 24 in. o/c l3 POST FOOTING DESIGN • MATERIAL PARAMETERS: P Base Allow.Soil Press.= 1500 psf Adjust.Allow.Soil Press.= 2475 Concrete Strength:fc'= 2500 psi Post Width= 6 in Post Depth= 6 in FOOTING PARAMETERS: CALCULATIONS: Diameter=b= 2.0 ft Thickness=t= 6 in Actual Soil Pressure=q= (DL+LL)/(rrb2/4) = 1548 psf OK Column Width=h1= 6 in Depth to Base= 39 in Punching Shear(Vu 2) = q[(Tr(b/2)2)-((hi+h2)/12)2] Column Depth=h2= 6 in = 4643 lbs AXIAL LOADS Allow. Shear(4)Vc)=(85)(4)SQRT(Fc)(4)(h 1+h 2)(h 2)12 Dead Load=DL= 810 lbs = 24480 lbs OK Live Load=LL= 4050 lbs Actual Conc.Bearing= (1.4DL+1.7LL)/(h1•h2) = 223 psi Allow. Conc.Bearing = (0.85)(0.7fc'SQRT2) = 2975 psi OK CONSTRUCTION SPECIFICATIONS: 2 ft.dia.x 6 in.CONCRETE FOOTING 2 ft.dia.x 39 in. DEEP HOLE(BELL OUT AS REQ'D) 2500 psi CONCRETE lydr iy BEAM-COLUMN AXIAL LOADS &STRESSES: BENDING LOADS &STRESSES: P1= 4860 LBS Max Moment(M1)= 0 lb-ft P2= 810 LBS Max Moment(M2)= 1803 lb-ft P3= 3848 LBS Max Moment(M3)= 1352 lb-ft D +S, fc= 135.00 psi Load Case(16-9) D+ S, fb= 0.00 psi D+W, fc= 22.50 psi Load Case(16-11) D +W, fb= 600.89 psi D+0.75(S+W), fc= 106.88 psi Load Case(16-10) D+0.75(S+W), fb= 450.67 psi TRUSS MEMBER PARAMETERS: Length: 8.67 ft S= 36.0 inA3 Ke: 0.8 I= 108.0 inA4 Effect. Length = 6.9 A= 36.0 in^2 SPECS: CALCULATIONS GRADE: #2 HF Le/d= 13.9 Width: 6 in. Fc*= 920 Depth: 6 in. FcE = 1715 d = 6in. KcE 0.30 Fc= 575 psi c'= 0.8 Fb= 575 psi CP = 0.855 E= 1100000 psi F b'= 920 . ADJUSTMENT FACTORS: wind C o = 1.60 snow C D = 1.15 C F = 1.00 INTERACTION EQUATION LOAD CASES: [fcI F'c]2+ [fbi/(Fb1'(1-fC/Fai)]51.0 STATUS CASES(16-7&12) By Inspection OK CASE(16-9) D+S 0.057 0.000 0.057 OK CASE(16-11) D+W 0.001 0.662 0.663 OK CASE (16-10) D+0.75(S+W) 0.018 0.522 0.541 OK SPECIFICATION: USE 6 in x 6 i #2 HF • I It f m 0 C X z ,-4 f .' -o ° CD 0 m m -D z N z uuL z_ 'z II u LLLL o tat __ 10'x8' 0/H DOOR / — o o -III 29 ) \RS ) - w a) \ -o 0 X$ N Z m C -Er z Kz "IO _., mmCO Iv 0 y x m ( . N °� 1:1-1� �a ) N r 00 N SCSJ \� ) I+ •P.mx - Ox pm0 V! N W m =-m_ y"0 * m N 1 m Iv w m -104:- xoz 3 MXI0 r-> Z (7 El- � -mom i SCSJE ) z. rn NNm x 0 N Oc mm N U, 0 ( Ri1 6Z ) N N N 4 N n a r m CS M s II ,VltnAm2G)°C) f W . m Cn A C. 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Wed: Thur. - Fri. BED: /3 --2YO Date: fe7 Z E!d''24 OWNER: Contact Name. ADDRESS: _ j& OJ ✓ 2.2,00 `t' Contact Number:3607/2J9 Notes: 206 .Foundation Plumbing - Frain _ - q Propane Tank Mechanical '. Setbacks 4 Under-ground Framing Under ground _ Furnace Footing Rough in Air seal — Stemwail _ Hydronic Above ground Gas Straps Exterior shear Exterior lines Oil — interior shear interioriines Post Hole �( Ventilation =— Ducts underfloor Appliance _ Man-Homes Gas/wood stove Setbacks • Insulation.• Final Inspection _: Bieck&l le floor _wall ceiling. . Address Posted i Jefferson County Building division Permit Nur: BLD13-00280 Applicant: STUPICA 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 days 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 Erosion Control Post Holes ll p c Cyr t-kL f�er PL-vv Foundation Footing Straps(hold downs) Ext.Shear Wall Nailing Framing 1(1_0 1a _t3 9°— Drywell/Alt Drainage Address Posted FINAL INSPECTION t Z0_ �� FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD13-00280 1.) 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. 2.) The site plan, as submitted with the building application on September 5, 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 September 23, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) dlf II \\tirlamark\data\fnrmc\F RI 11 Parmit Rlrin rnt 9/7R/7011 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00280 Received Date: 9/6/2013 SITE ADDRESS: 564 COUGAR RUN RD Issue Date 9/26/2013 QUILCENE, 98376 Expiration Date 9/26/2014 OWNER: GREG STUPICA PHONE: 72 FIR CIRCLE PORT HADLOCK WA 983399557 SUBDIVISION: Block: Lot: PARCEL NUMBER: 702272014 Section: 27 Township: 27 N Range: 02 W CONTRACTOR: PHONE: PHONE: PROJECT DESCRIPTION: NEW POLE BUILDING 24X36X10, NO HEAT NO PLUMB TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 16,614.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 864 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $234.00 MEB 09/05/13 142459 Exist: Exist: Plan Check $152.10 MEB 09/05/13 142459 Prop: 0 Prop: 0 State Building Code $4.50 MEB 09/05/13 142459 Total: 0 Total: 0 Total: $390.60 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