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Home My WebLink AboutBLD2013-00238 UILDING PERMIT APPLICAON B 0238 Ree view view Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00238 Received Date: 8/5/2013 SITE ADDRESS: 2913 OAK BAY RD PORT HADLOCK, 98339 OWNER: ALAN E ROSS PHONE: 360-437-0118 TERRI L ROSS 2971 OAK BAY RD PORT HADLOCK WA 98339-9728 SUBDIVISION: Block: Lot: PARCEL NUMBER: 921183012 Section: 18 Township: 29 N Range: 01 E CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: (360)437-1219 3546 THORNDYKE RD PORT LUDLOW WA 98365-8229 Contractor's License SOUNDBS027NM Expires 8/19/2014 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION CONSTUCTION OF PICKLEBALL COURT/POLE BUILDING. On foorprint of demoed sfr. no water, no heat TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 47,075.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 P HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: OTHER: 2,448 SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: BANK HEIGHT: 75 SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $559.00 MEB 08/01/13 142332 APPROVED Plan Check $363.35 MEB 08/01/13 142332 V State Building Code $4.50 MEB 08/01/13 142332 SEP 17 2013 Total: $926.85 Jefferson County DCD \\iirlcmor4\rin4o\fnrme\G RI 11 Ann Rlrl rn+ A/R/1(11R 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#: BLD13-00238 SITE ADDRESS: 2913 OAK BAY RD Issue Date: 09/17/2013 PORT HADLOCK, 98339 Final Date: 11/4/2013 APPLICANT: ALAN E ROSS PHONE: 360-437-0118 TERRI L ROSS 2971 OAK BAY RD PORT HADLOCK WA 98339-9728 SUBDIVISION: Block: Lot: PARCEL NUMBER: 921183012 Section: 18 Township: 29 N Range: 01 E PROJECT DESCRIPTION: CONSTUCTION OF PICKLEBALL COURT/POLE BUILDING on footprint of demoed SFR- no heat, no plumbing 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 11/4/2013 \\tidemark\data\forms\F_BLD_Occupancy.rpt 11/18/2013 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,•101KHA&W Construction General Unused 5/8/1990 4/27/1996 Archived CONSTRUCTION Contractor 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& B1S00001729 12/01/2009 12/01/2013 $1,000,000.00 11/12/2012 INDEM CO 13 CORNHUSKER WAC460357 12/01/2008 12/01/2009 $1,000,000.0011/25/2008 CAS CO 12 CORNHUSKER WAC460357 12/01/2007 12/01/2008 $1,000,000.00 11/30/2007 CASUALTY CO 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 https://fortress.wa.gov/lni/bbip/Print.aspx 8/5/2013 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 1, 921183015 924183015 921185006 11,I i 921183001 ti 921185008 1 r ,) l CI. 92118500711 i ,______._4 II 921183001 II � 921182005 �, r- _ ----d . - iSlit I 921183021 Le nd 921183003 I, �� 921183022 Towns 1 921183003 2415 -"-'1 1 `I k l 921183010 tl Comity Soot __s 9 1 'Z.°l 1 i * G. �1 921183012 JC ds i{I I 1 2°I 1' 0 Parcels-#1 9211 921183026 921183002 921183025 ii i___._ I) ( 921191016 1 -921191016- 921191017 I ---I 921192003 921192003:1 i � 921191034 1 _— __ � ' __{ 1 921191035 921191001 f 1 921191001 ( 921191019 1 Maps Prc uded by.al11(erstri Carey Cetera!Sc evies C (iiiiiii it' 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. Mon Aug 05 08:38:16 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 8/5/2013 3> -I M )( -b 0) Cl) -I -b x -I -I co 0) -- -- 0) -0 Cr) 0) X o_ c3 r+ X 0) c) -s -0 0) 0 - -a '1 -s C) 0) < 0. CD 0) C) CD 0' 73 CC -- CD CC CD CD o CD r+ o CD - o 7C CO 7 E - -- CD Cl) o m # CC O N CD C) - - - "3 O. 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JEF ERSO.OUNTY J • DEPARTMENT OF COMMUNITY DEVELOPMENT j -� c 0 0 V H 621 Sheridan Street• Port Townsend •Washington 98368 I _.. fr''; ') 360/379-4450 • 360/379-4451 Fax '' www.co.jefferson.wa.us/commdevelopment l' AUG is X4'0 ( U 2013 I Master Permit Application MLA: Si i� Project Description(include separate sheets as necessary): ____ DEPT.OF( "irin T ,'F'nP"1EP!T_� _ COnS/ruc{lo. of J(n'XbO 'x/fog and -WX/dt'X/o' plcklebal/ de'nue — lac/e et(//dinq _A Tax Parcel Number: 9. I 18 3 U /2 P ro a Size: J (acres/square feet) Site Address and/or Directions to Property: —TIN\ j c'kr-A,c 29.(.3 A9 iS Oa/K 454 1 Road 1 Pert Nadlo-.k L 45 Svc-(^ —1"1 el. Property Owner(s)of Record: Ala n and rerr, Ro s 5 Telephone: 3470-y 3 7- 0118 Fax: email: Mailing Address: .297/ Oak ,Qay /4 Dad, Port Had lock, L/} cif 3,3? Applicant/Agent(if different from owner) oA, 13 u ti9 Co -(.r"..4-e r,-,-5 Telephone: 6-x-37- 219 Fax: ' r 11317-L ) $ email: .500,v,91.4.);11);N951 sle r••5 Mailing Address: @kot o-,,,i i , coi» What kind of Permit?(Check each box that applies Building 1-4„,..._ Ftckle.641 Court ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family ❑Garage Attached/Detached ❑ Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑ Short Plat** ❑ Home Business ❑ Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑Long Plat** ❑ Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑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 4,/din: S f'e r„ n to act as my agent in matters relating to this application for permit(s). /.,4*�Q OWNER SIGNATURE ilk�, _ /We J Date: f) -/ By signing this application form,the owner/agent 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 provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the .. • t'- •n that he or slie wan prior notice. Signature: /1 ," .. I 0 Date: J - / -/ 3 The actio 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 issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-tra .ble responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signatur_ ,,,/ 4, i Date: ,g- —/ G:\PemutCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc ,rye 24 I / As sc1l -1 • 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 assumin t resp�lity of the General Contractor for the proposed project. Signature: Date: /-/7 GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: Jound Qutictinq Sy S3�, Inc (3/4) `/37— i-2 / / (360)437-1-7 ik _ MAILING ADDRESS: 354tb 7/krndirke Road, Port tucllo.�. IA- ?Se3hS EMAIL: Sou ridbut/din, Sistem3 �jtvtirta,/•Ca.n CONTRACTOR'S LICENSE WAINS J NUMBER: S OU N O f3 SDd 7 N+vj NUMBER ARCHITECT/ENGINEER: Cisff ,$erke?, Fill 1nec.r,„9 PHONE (5Or)13i,_-2,5-5-.) FAX:(.567) 73'•-7ss7 MAILING ADDRESS:x600 N Co/a,••h,a Cenfr 8/ui,3ie ios�,R..1cA And w,{4735j EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: IS New ® Wood Existing: o ❑ Sewer ❑ Addition ❑ Steel Proposed: 0 Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: Individual System ❑ Repair ❑ Masonry 75' SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: D Setback: to Private well ❑ Two Party Type of Heat: Proposed: 0 ❑ Public Total: /33' 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: 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 and/or Appliance Installation permit,mark all items below that apply: 1 Underground Tank i Above ground Tank Size of Propane Tank: i Heat Stove I Cook Stove f Woodstove i Fireplace Insert i Hot Water Tank i Pellet Stove i Other Is this appliance being installed in a Manufactured/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 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: 2"tl Floor Heated Consistency Review: Other Heated Base fee: S.•—. `�L Mezzanine Additional Section: � Heated Basement Plan Check fee: ' Unheated Basement State Surcharge fee: y`C4Jc Other Unheated Pot Water Review fee: J/ Garage/Carport SUBTOTAL c/ Decks 911/Rd Approach fee: Other Personal icklebail verse_ t.lae ot`l48 0-1‘..,' f TOTAL: $ L2-S 2q t.c, Receipt Number: 123 �j- S Cash/Check Number: 1 i 6G ESTIMATED COST(REQUIRED) Date: b •Fair market value of all labor and materials foundation to finish Kiel* 1) 4//, 7S.2 Initials: 6 G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • . v.R •-,I/ /s/ ' I 1 ...-- I I ■ I . t I ! 1 i' I I i i I I II "6 el ! ! CA dt_ I 1 I i g • fli C/5 °I...d I ll I •lb. 424 tr rn -. . ,:, iirr, 114. f ::: I 1- 41kTir7i. Cr) IV t°14 ii I I I•- .4C4 IC) r I. I..) I 1 0 .... I ...-• ...I:. i fl' I Is v., ... 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ADDRESS: 2 I Contact Name: L L� t • • Contact Numb. 360 ,- ^1 2..A. Notes: : :�; • 206 Ptumbn •-Foundation Propane Tank Setbacks Under-ground �— Mechanical Footing �° . Rough In Framing Under round Sooting l Air seal g Furnace Straps Hydronic Exterior shear Above ground _ Gas • Post Hole Interior shear Exterior lines Oil Ventilation Interiorlines Ducts Underfloor hlan•Honies Appliance • Gas/wood stove_ Setbacks . Foundation_ Insulation______ iatlo�. Block&Tie Final Inspection floor _wall ceiling - Address Posted 18-Sep-2813 22:35 - 15898347168 p.4 To view a High Resolution & Color copy of this fax : 1 . Go to www.hellofax. com/HighRes 2 . Enter Access Code : Of73f 618d6 .,))11 c.04_ ajA I J1 - bib ( S c&xeta, Gw be6t1 co,I- 4.405 .. 1 GI 18-Scp-2813 22:32 - 15098347168 p.1 2600 CONDO'Comet Natk,Suite 1201 Ridge)OVA 99332 Telephon.;(51)9)730552 BERKEY Fax: (509)736.7537 Wits*:www.bsitevigi cliff@bakey.biz ENGINEERING Date:September 18,2013 Faxed to:Jefferson County Building Dept. Attention:inspector Fax#:360-379-4451 Subject: Lanny& Terri Ross Pole Building at 2915 Oak Bay Rd., Port Ludlow, WA #of pages(including cover sheet):3 Notes: Job# 14022.1 1 sw-I 301iF-1--- z Z�z 1 0 ;4O;5 T ,. r U T 2 t N ill w =Nm i}% 0 711 a : � 1 i��lnn� A A u E r h) N N Iv r sw-i iivgl II il I. -.1 l C f ,egs - _ ' ei' c 'sic,,. 3 6 g t it( 2600 N.COLUMBIA CENTER N �g. ` 1 BLVD.WITEM208 > 3 t BERKEY RIC/ELAND WA 49152 FOOTING DETAIL r PHota:(5091736-7552 a a V it` EDgincering FAX: (509)736-7557 r Z•d 89TLb£860ST - ££:ZZ £T0Z-daS-ST • • I;) P„RI I as r, arm E3 i < c) r 1 ✓ t - -w t . d••44 d• 8z POST r; • • • • ' ro"- ' ' '1n i g V r1 w, Ya 1. E o rl ea; k 1 V i 1 _ 1 i g ; PP i "PliLlifi'31. 1.g., N fat: _ , MA,•••■"41,1.. J f N”, lc/' t ',p El i 2600 N.COLUMBIA CENTER g .��i..... BLVD.SUITE x208 cel N t o °a 'p j� 1 j RICHLAND,WA 99352 DOTING DETAIL -.41 s � X I PHONE:(309)736.7552 j ,s z�� Engineering FAX (309)736.7557• E'd 09TLIF0 60ST - i►E:2Z EI02-d3 -9I f • 0 P k t- , -. t ;5 c: c o rk 7-1. I 74-._, . -.■ b 5 1 e•_. P c■1,,,,, C .61 C " -.... - ..,.1 T-- • . ... _ I .T....4 T .4 —1'4'— I. •ii *I:4 A. , ,, 634 POST (". 1-• 1,1:4L-,: - 6. . '. .• vc .::- „ _- ' il . it!--6- .• Fi 7, i-_,I.;...,,.41-•=,' .41,41, ---- .. --9. . •- ,..lir- 1' morn ii ifi te • 6:',1f,.9 g ,A gll`-'-n a • A- ciq Q.11 6 F ..,1 r4 P A c p c'r VI 1 . 401 .---- -,... E ......4%. lig ..i go ; j€0011—,f,4\ zbt. E I ,x 3. --V■ ., it! E.4k7 ria s. Nv,ic, NA PNA.... . 1 "s 1 i 2600 N.COLUMBIA CENTER 0 2 01 N1M ,M - 0 1 11 VI NI 11 6 5 i w BERKEy BLVD.sunt 120IUCHLAND,WA 99352 FOOTING DETAIL 1, ng PHONE:009)7364552 Eineering FAX: (509)7364557 c.d 89T3'C96OST - 1,E:22 CI02-d2S-8I 1 SW-1 / , r al It!) , t a i�� & > Q 2 _ � � |: f 222 In & A •§z6» " ' _ Asp - '§j 0 _x0 a-2 -■22§ �� 4// � 2�§ (� 2t | - 4. ¥ 7$i | V C r*r\ b 2§ | i ACS $g 111 |8 8 .„&& £ A 4 ■ C2 § I.. IS a ' f | § § ■ _ a | Lril 1 ■ ■ 2, £ousa _ ' ,74- § § | sw-. I 2E — — — — - 4 — . — .-- --� �§2 ) 4 . ; 6 § � � 2# 3 % § ,. �_, ! 1 . §!2@ �� -z t m§t e & g` :$ § 2 1 ` �v / iii t; « ® i \ x f 2 t 2600k COLUMBIA CENTER x 44,7 fa 1 § - § ! BLVD.MATE, Cil ® § § MCIL NJ w g DETAIL � _ _ BE PHONE: ) X52 � � § § 2 * j� Engineering PAX: (�)73�s7s 2`■ 0TK801 - ,E:22 EI02-2S-i 18-Sep-2013 22:33 - 15098347160 p.1 2600 Columbia Cant Nautb,Suke 20t Ridiland,VA 99352 BER1:EY .1 e�=09, 75s2 Fu: (509)736-7557 Wasik:wwwbakavill3, ENG1NEEKING FNaail:c1itf@baicey.biz Date:September 18,2013 Faxed to:Jefferson County Building Dept. Attention:Inspector Fax#:360-379-4451 Subject Lanny& Terri Ross Pole Building at 2915 Oak Bay Rd., Port Ludlow,WA #of pages(including cover sheet):3 Notes:Job# 14022.1 4 r I i TI ' 0 c z v o sw-1 z x 4 0, Y ,i:.- -_ 3068:-o I I ; i T zr rn \y- �� 0) `� � C) y N N N C Z Z Z r' OO �� m > D (I) rn I t» � N �NX m N 7 > n W Z j 4�y o p-Or 'ON . U) N D°N-0 °°�� Orr-p O i 1 = � XVAy' ��_ ��/ v' � �a'Z�--1 I a, v x m {� \ \\ yam rn m _ 0 N O-I:•. 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ZO z m = mn+ W � v, co •L� 0 0 0 -1 m m i o d 2600 N.COLUMBIA CENTER ' LANNY & TERRI ROSS a o 2' m o BLVD.SUITE#208 60'x36'x18'& 10' POLE BUILDING �/� ►`� m FiiRICHLAND,WA 99352 FOUNDATION PLAN 2915 OAK BAY ROAD O g p a 0 I PHONE:(509)736-7552 PORT LUDLOW, WA 98365 I■, < �� w• 0" C J 1 Engineering FAX: (509)736-7557 ` JEFFERSON COUNTY USA Sound Building Systems, Inc . T 3546 Thorndyke Road. - _ . . 5.-_ ._ � a sij a-k.'1i ¢ t 6C �,- Port Ludlow, WA 98365 + OR 1 4wJ 1 i !li 3 4 �., 1 �,�..5 O�� :� t., .P justice Jefferson County DCD 621. Sheridan Street Port Townsend, WA 98368 9EraE182 i..3E22i J 1,I1"1JHHJI1' 1411P4IJI'tJI'u'11i1111Ir4P' PIihJhhIII'I 411.11111 • ■ 3.1.2 Downspout Dispersion Systems (BMP T5.10B) Downspout dispersion systems are splash blocks or gravel-filled trenches, which serve to spread roof runoff over vegetated pervious areas. Dispersion attenuates peak flows by slowing the runoff entering into the conveyance system, allowing some infiltration, and providing some water quality benefits. Applications& Downspout dispersion may be used in all subdivision lots where Limitations downspout full infiltration, full dispersion, and bioretention/rain gardens are not feasible. Flow Credit for In WWHM3, roof areas may be modeled as grassed surfaces if roof runoff Roof Downspout is dispersed according to the requirements of this section on lots greater Dispersion than 22,000 square feet, and the vegetative flow' path is 50 feet or larger through undisturbed native landscape or lawn/landscape area that meets BMP T5.13. This is done in WWIIVI on the Mitigated Scenario screen by entering the roof area into one of the entry options for dispersal of impervious area runoff. For WWHM 2012, see Appendix III-C in this Volume. Design Criteria 1. Use downspout trenches designed as shown in Figures 3.1.5 and 3.1.6 for all downspout dispersion applications except where splash blocks are allowed below. 2. Splash blocks shown in Figure 3.1.7 may be used for downspouts discharging to a vegetated flowpath at least 50 feet in length as measured from the downspout to the downstream property line, structure, slope over 15%, stream,wetland, or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 3. Cover the vegetated flowpath with well-established lawn or pasture, landscaping with well-established groundcover, or native vegetation with natural groundcover. The groundcover shall be dense enough to help disperse and infiltrate flows and to prevent erosion. 4. If the vegetated flowpath(measured as defined above)is less than 25 feet, a perforated stub-out connection per Section 3.1.3 may be used in lieu of downspout dispersion. A perforated stub-out may also be used where implementation of downspout dispersion might cause erosion or flooding problems, either on site or on adjacent lots. For example,this provision might be appropriate for lots constructed on steep hills where downspout discharge could culminate and might pose a potential hazard for lower lying lots, or where dispersed flows could create problems for adjacent off-site lots. This provision does not apply to situations where lots are flat and on-site downspout dispersal would result in saturated Vegetative flow path is measured from the downspout or dispersion system discharge point to the downstream property line,stream,wetland,or other impervious surface. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-11 yards. Perforated stub-outs are not appropriate when seasonal water table is<1 foot below trench bottom. Note:For all other types of projects, the use of a perforated stub-out in lieu of downspout dispersion shall be as determined by the Local Plan Approval Authority. 5. For sites with septic systems,the discharge point of all dispersion systems must be downgradient of the drainfield. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield. Design Criteria for Dispersion Trenches 1. A vegetated flowpath of at least 25 feet in length must be maintained between the outlet of the trench and any property line, structure, stream, wetland, or impervious surface. A vegetated flowpath of at least 50 feet in length must be maintained between the outlet of the trench and any slope steeper than 15%. Sensitive area buffers may count towards flowpath lengths. 2. Trenches serving up to 700 square feet of roof area may be simple 10- foot-long by 2-foot wide gravel filled trenches as shown in Figure 3.1.5. For roof areas larger than 700 square feet, a dispersion trench with notched grade board as shown in Figure 3.1.6 or alternative material approved by the Local Plan Approval Authority may be used. The total length of this design must not exceed 50 feet and must provide at least 10 feet of trench per 700 square feet of roof area. 3. Maintain a setback of at least 5 feet between any edge of the trench and any structure or property line. 4. No erosion or flooding of downstream properties may result. 5. Have a geotechnical engineer or a licensed geologist, hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas. Don not place the discharge point on or above slopes greater than 15%or above erosion hazard areas without evaluation by a geotechnical engineer or qualified geologist and jurisdiction approval. 6. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices, the outer edge of the vegetated flowpath segment for the dispersion trench must not overlap with other flowpath segments,except those associated with sheet flow from a non- native pervious surface. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-12 •D a4a4 °eapaDrjo, ° level outlet 0 4 4 0017,440, 4P a p°0.p D 4• 4 as •'''••� . V V4oap4o a op 1� o4° a 0 4p 0 - �aotPeQq v4;o oDAD 94 , as 4'part pipe 004 094 .7 4a4 04 lrmm 0 0pooD0o0°ovoa ° pa9°oaae 1� '-a/4"WashedrocJc 0 0 0 44'04 0°o e , 0 4 an p a ps a o 0 p ° e ° o -0oo•4oepeoA oo p _ o ; —24'min . TRENCH X-SECTION NTS . • . slope,---+► smal catch basin or yard drain 2'x10' 5700 sq ft level trenches • • Type!CB X700 sq.ft. standard U cepersion trench wi notched grade board length 10'per 700 sq.ft. of roof area. PLAN VIEW OF ROOF krrr . Figure 3.1.5-Typical Downspout Dispersion Trench Source: King County Volume III–Hydrologic Analysis and Flow Control BMPs–August 2012 3-13 r pipe 0.D. 1'-0 1'-0 Inca rain' end cap or plug flaw to second depersaJ trench izvigiiclean outwye from pipe if necessary til 4"orb"pert rated pipe laid flat/level note hed 1:::: grade board 2 ill "x2"notches 4"9 type 1013+n t e s o Id cover r(l o c k i n g) i8"o.C. 1ri ' type I CB WiSOIid cover w ° 1 a .r ,.e- -rn 4 influent pipe (max design fbw 0.5 C FS per trench) i■ a , 4.4 clean outwye horn pipe oa It flow to other branchbg CB's PLAN as recessanj NTS pipe 0.D. ( 18"o'Ci galvanized '0 1'11 zed bolts —+4 2" 041' ilia tie 2"x12' -, /t rr:„b , / /'< "2 glade pressure ' ti>, I3 ,a e4 ` board notches 2" treated grade . i'` i- • o %. 4'ore!'perforated board - - 0 9 e 9 ' pipe laid fled -� cn r; * 4.V b j NOTES: 4"x 4'support post A A+ 4 Cleat}(4591.Ines) 1.Th is tre nc h shall be constructed so • . +b b iilx"•3l4"washed rock as to pne�rent point discharge andbr 'ro ' a•9 e son. filter fabric x . , 2.Trenches may be placed no closer than 50 feet to one anothe r.(100 feet "15% rrextrflavcarrtrolkeeterquality abrgfbwure) treetmert rtttsl areas. Trench and grade board must be level.Align to folbw contoursofsite. SECTION A 4.support post spacing as required by NTS soil conditions to ensure grade board remains level. Figure 3.1.6-Standard Dispersion Trench with Notched Grade Board Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-14 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 house II Roof .1 .I...... I downspout serves up to 700 sf. Of roof 1 iii" 50' min. Vegetated `" flow path IN 1: I I block Splash 4w N. : _d �T Downspout extension NTS Splash block Figure 3.1.7 -Typical Downspout Splashblock Dispersion Vc vine III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-16 ` 2600 N. COLUMBIA CENTER BLVD. JOB 11 Z 2 SUITE 208 SHEET 1 OF I-- RICHLAND, WA 99352 �Tt� -1�- - 1� PHONE: (509)-736-7552 CALL BY 1' DATE BERKEYF : (509)-736-7557 CHECK BY DATE • www.berkey.biz Pr..Qject Description Building VVidttr=60 ft Eave MI= 18 ft Building Length = 48 ft Pole Building Design for Lanny..Ross - Criteria • 2009 IBC 2000 Post Frame Design Manual 2005NDS ACSE7- 10 25 psf Snow Load 100 mph Wind, Exp. B Seismic.Zone.: D1 Concrete : fcl = 2500 So Ww.".a,.sc .: $' P<.r..P''ata"e-rriTirvflf..rl:4tei,—. r+nf. . . p ..'�.' a, x „'`soe: in c^:tffl rr t ', A '- er� i Mt(r's. QY�Y 5- ri iG ti I I '. . t ". r' t' ior. ---...,, -.: .. . , , 'l. .........d, A .. N COUNTY DCD a ► ..LbitIG PLAN REVIEW . 3- OR " .., v"fit�'' �' ,..„z.,"; _. r r... • tAK l,F : OVED AS SUBMITTED I pom os zt 15 j 0 APT-'ROVED AS NOTED E ,!:°:-C.TED !.,.,. . .- 4:7151.1.5;.:Reviewer ‘')--tt:' . . . , , ` ' ^ ' � / ' , ._ � � ' _ ��_,_~., , l m v� ' ^ ~`- ~-__ _- _ • • 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET OF RICHLAND, WA 99352 PHONE: (509)-736-7552 CALC BY DATE B E Y FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz Snow Loads Wind Loads Basic Wrrd"."speed ~ 100 mph Pg = 25 psf Exposure = B Is= 1.0 TABLE..1..5-.2,..ASCE.7-1.0 I =...1.00 Ce =.1.2 TABLET-2 ASCE 7-10 A = 1.00 h = 23.63 Ct = 1.2 TABLE 7-3 ASCE 7-10 a 7 6.00 2a._..12:00 Roof...Pitch 51/2 8= 20.56 degrees._. 0 359 radians Horizontal Pressures MINIMUM WIND"PRESSURES USED AS PER SECTION Exp= B 0.351 sine A= 16 28.6.4 OF ASCE 7-10 0 936 co se B= 8 Pf= Pg(Q.7)(4)(Ce)(Ci) 0.877 cost 9 C= 16 = 25:2 psf D=.8 SLOPE FACTOR Vertical Pressures FIGURE 6-2,ASCE 7-05 E= 191 Cs = 0.90 FIGURE 7-2,ASCE 7-10 F= 13.3 G=..13:3 Ps -..{Pf)(CS) J=t-10.1 = 22.66 psf Overhangs EOH= 26.7 P,,,;,, = 2.5..psf Gam,= 2a9 25 psf Controls 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET 3 OF RICHLAND, WA 99352 PHONE: (509)-736-7552 CALC BY DATE B. ERKEY FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz L.ater. .l_..Contrca - Wind Seismic L= 48 ft Overhang =x= 1.5 ft DLroof= 5 psf Overhang=y = 1 5..ft DI-walls= 5..p.sf span =s= 60 ft pitch = m= 5112 Area of Roof Ht= 18 ft Aeave wall= (Ht-0.5)(L) AR= (s+2y)(L+2x)= 3213 sf = 840 sf Area of Walls: Ara= (L+2x)(rn(s/2))= 574 sf AN =...2{(L)(Ht)-+..((s)(Ht)+(m(s2/4).]=...4563 sf htroof=m(s12)= 11.25 ft goof=ARP-roof)= 16065 lbs Wind Forces "Walls Nails~Aw(.. ams, = 22815 lbs VA= 16)(Ht)(2e)= 3456 lbs Wt=goof+•1twalls= 38800 lbs Va= (8)(m(s/2)(2a+x)= 1215 lbs Seismic Parameters: Vc= (1.6).(Ht)(L-2a)= 1.0.36.8._lbs le= to Table.1.5-2,..ASCE..7.1.0 R= 2:5 Table 12:2-1,ASCE 7-10 VD= (8)m(S/2)(L+x-2a)= 3375-lbs 55. 1 .170 USGS Sersmrc Hazard curves Fa= 1.04 Table 11.4-1,ASCE 7-10 SMS= (S&).(Fa)= 1.2 Eq 11.4-1,ASCE 7-10 XVvinaa= 18414 lbs Sm...=.(2/3)Sms= 0.8 Eq..11..4�3,.ASCE..7 10 Cs..=(SDS)(le)/R..z..0:3 Eq 12:8-2;.ASCE 7--10 Vseisrnic= CsW= 12713 lbs Eq 12.8-1,ASCE 7-10 12.71 Kip < 18.41._.Kip Vend Controls • 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET / OF RICHLAND, WA 99352 rBERKEYI PNE:.berkey.biz Lateral Model 4 Bays Diaphragm-Stiffness . Assembly#-11 3. 29 ga. Steel (11) Purlins in Hangers Shear..Stiffness.c= 3700 lbs/in a 2a 30 c Shear Modulus G • 3700 ibs/in a 1 b 2b t 3b 4b ! Allowable Shear Va = 110 plf it t Cp= (G(.b,,))/(s(?cosO.) 10373•lbs/in i i R2 R, RA R, s= 12.00ft bh = 31.50ft Bay 1 2 3 4 Width 12.ft...-..-12..ft 12 ft 12 ft Stiffness properties Frame Loads Frame 1: Kp= 11116 lbs/in Frame 1: R1 = 630 lbs Frame 2: Ka.=-.7611..lbs/in Frame 2: R1_=1800 lbs Frame 3: Kp= 413 Ebs/in Frame 3: R1 = 2448 lbs Frame 4: KR= 413 lbs/in Frame 4: R1 = 2448 lbs Frame 5:....ICp= 12686Ibs/in Frame 5: Ri= 1368 lbs 2600 N. COLUMBIA CENTER BLVD. JOB 08 SHEET OF RICHLANSUITE2D, WA 99352 DATE CALC BY FiERKEYl FAX NE (509)-736-7557 CHECK BY DATE www.berkey.biz Frame Stiffness Frame 3.4 Cantilevered Post Frame' 1 29 ga. Steel w/Stitch Post Size 6x 10 N = 2 C= 4400..lbs/in G= 440.O..lbs/in E= 1100 ksi t= 500 in4 Va= 160 Of w= 24 ft ' Hp= 200 in Ht= 10 ft J Kp= N(3EI/Hp3) = 41.3.Ibs/in Kp=.(Gw)/Ht..= 111.16 lbs/in Frame 2 29 ga. Steel (11) C= 3700 Ibs/in _........__... G= 3700 Ibs/in Va= 110 plf w= 36 ft Ht= 18 ft Kp=(Gw)/Ht=' 7611 tbs/ire Frame 5 29 ga. Steel (1 1) C= 3700lbs/rn G.=......._37001bs/in Va= 110 Of w= 60 ft Ht= 18..ft Kp (Gw.)iHt= 12686 Ibs/in 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET !d OF RICHLAND, WA 99352 BERJKEYI PHONE: (509)-736-7552 CALC BY DATE FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz DAF.1...l.nput Number of Bays 4 Roof Stiffness Bay 1 7795 Bay 2 18188 Bay 3 18188 Bay 4 18188 Frame Stiffness Loads 1 11116 Ibs/in 630..Lbs 2 7611lbs/in 1800 lbs 3 413 lbsfin 2448 lbs 4 413lbsfin 2448 lbs 5 12686•lbs/in 1368 lbs . I 7 14022.DAF FRAME FRAME APPLIED HORIZONTAL LOAD RESISTED FRACTION OF NUMBER STIFFNESS LOAD DISPLACEMENT BY FRAME APPLIED LOAD 1 11116.00 630.0 .1723909 1916.3 3.0417 2 7611.00 1800.0 .3374065 2568.0 1.4267 3 413.00 2448.0 .4503544 186.0 .0760 4 413.00 2448.0 .4389344 181.3 .0741 5 12686.00 1368.0 .3028872 3842.4 2.8088 DIAPHRAGM DIAPHRAGM SHEAR SHEAR NUMBER STIFFNESS DISPLACEMENT LOAD 1 7795.00 .1650156 1286.3 2 18188.00 .1129479 2054.3 3 18188.00 .0114200 207.7 4 18188.00 .1360472 2474.4 • Page 1 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET 4 OF RICHLAND, WA 99352 PHONE. (509)-736-7552 CALC BY DATE B E�EY FAX: • (509)-736-7557 CHECK BY DATE www.berkey.biz Diaphragm .Shear Diaphragm Chords Vp=(chICh)(Vh)/(cos 01) Md =(Vh)(L)/4 = 29693 ft-lbs = 132.1.lbs Cbord.Force Vh= 2474.4 tbs . ZPe=Md/bx I= bh/cos 0= 33,64 ft p - V /I = 39.3_ If 1.... lox Ridge a Use only the outer 3 purlins Pu.rlin..Spacing=z= 24.0 in W=..60 ft bX=W-2(z/12) = 56'00 ft ZPe= Md/bx= 530 lbs a= 1 5.in b= 5.5 in Apunin=.ab:=........8:25..in2 Pi _ (VWbx)(EPe)/3= 189 lbs (fT)max= P1 /ARurfin = 23 0 psi • 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 RICHLAND, WA 99352 SHEET OF BERKE7- PHONE: (509)-736-7552 CALC BY DATE I I FAX: (509)-736-7557 CHECK'BY DATE • www.berkey.biz Post. IDsign EINI7to7End Shearvvalls Out of Plane Forces Lateral wind force: Reaction for fixed-pinned posts on gable ends= ER H = 200 in = 12.00 ft = w= 192 plf AE g= 1418 Sf AA= 284 Sf Mactual W(Hp)2/8 = 6667 ft-lbs FEE= 8596 Post Size 6x.10 • itrilDute Farce to 2-Walls E= 100k I= 500 in4 Total length of controlling shear element: = 100 in Fb= 675 psi LEE = 30 ft Trib = 30 ft CD= 1.6 = 1080 psi Span = 60-ft Mmax = 9000 ft:lbs VEE =Cfrib/SWEE = 4293 lbs 9000 ft-lbs > 6667 ft-lbs OK 'UEE=VEELLEE= 143..3..plf Shearwall Type 20 ga. Steel w/Stitch Allowable Shear = 160 plf 143.3 plf< 160:0 plf _OK SHEAR WALL CHOICES 29 ga wto stitch screws 110 plf 29 ga with stitch screws 160 plf 7/16"OSB with staples 395 plf • 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET 11' OF RICHLAND, WA 99352 PHONE: (509)-736-7552 CALC BY DATE B E 1 FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz Constrained Post Embedded in Earth Base Soil Lateral Bearing=S= 100 pcf Embedded.:Element..Width = b..=..2.00.ft Required spacing far increase in PFDM 8.3 11 6b= 120ft USE INCREASE w= 192.plf S'..=..266 pcf . L=.16.67 ft Ma= 6667 ft-lbs Actual d = (4Ma/S'b)1/3 Actual d= 3.69 ft Used = 4.25ft 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET ( OF RICHLAND, WA 99352 r� PHONE: (509)-736-7552 CALC BY DATE , B E 1 FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz Uplift Frame 1...Shearwail Trib, = 12.00 ft Total length of controlling shear element: Tribe= 31.50 ft L = 14ft Area=A= 376sf V= 1916;3 • Uplift Pressure= 3 = 13 3 psf v = V/L = 136.9 plf Uplift= Pup_.=.... _.5027..Ibs . Shearwall..Type = 2.9..ga Steel..wl.Stitch Spit Cone Allowable Shear= 160 plf dT= 3.75 ft tP = 35 ° 0.61 rad 136.9 plf< 160.0 plf OK r= 1-,.O.O..ft AP..=..0:42..sf vs=((rr(dTtancp+r)^2(di+r/tan9))/3)-(Trr^3/3tanc)) dTAP Frame 2 Sheai'wall = 68cf Total..length..of...controlling..shear..element: Ysaa= 11.O..pcf L...=...36..ft HD=Vstysail)= 7.51 kip V T 2568 5.03 kip < 7.51 kip OK v = VLL = 71 3.plf Shearwail.Type..=29 ga. Steel (11) Allowable Shear = 110 plf 71.3 plf< 110:0 plf OK 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 ## RICHLAND, WA 99352 SHEET [2 OF PHONE: (509)-736-7552 CALC BY DATE B E Y FAX: (509)-736-7557 CHECK BY DATE • www.berkey.biz Frame..5.Shearwall Total length of controlling shear element: L = 60ft V= 38424 v = V/L = 64.0 plf Shearwall Type = 0 Allowable Shear= 110 plf 64.0 plf< 110.0 plf QK t3 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 S allow.= 0.75 in TL 8 allow.= 1.13 in BASE DESIGN VALUES: Live Load 8 = 0.62 LIVE DEFLECTION OK Allow. Live Load S: U180 Total Load 8 = 0.70 TOTAL DEFLECTION OK Allow. Total Load S: U120 Fb= 900 psi F'b = 1547 psi Requires 1.50 in. bearing surface Fv= 180 psi l= 18 in 4 Fcperp= 625 psi E= 1,600,000 psi ADJUSTMENT FACTORS: Cd= 1.15 Cf= 1.30 Cr= 1.15 SPECIFICATION: 2 x6 #2DF-L @24 in. o/c POST FOOTING DESIGN MATERIAL PARAMETERS: P Base Allow.Soil Press.= 1500 psf Adjust.Allow.Soil Press.= 2775 Concrete Strength:fc'= 2500 psi Post Width= 6 in Post Depth= 10 in FOOTING PARAMETERS: CALCULATIONS: Diameter=b= 3.0 ft Thickness=t= 6 in Actual Soil Pressure=q= (DL+LL)/(Trb2/4) = 1605 psf OK Column Width=hi= 6 in Depth to Base= 51 in Punching Shear(Vu 2) = q[(rr(b/2)2)-((h1+h2)/12)2] Column Depth=h2= 10 in = 12841 lbs AXIAL LOADS Allow. Shear(4Vc)=(85)(4)SQRT(Fc)(4)(h 1+h 2)(h 2)12 Dead Load=DL= 1890 lbs = 24480 lbs OK Live Load=LL= 9450 lbs Actual Conc. Bearing= (1.4DL+1.7LL)/(h1•h2) = 520 psi Allow. Conc.Bearing = (0.85)(0.7fc'SQRT2) = 2975 psi OK CONSTRUCTION SPECIFICATIONS: 3 ft.dia.x 6 in.CONCRETE FOOTING 2 ft.dia.x 51 in. DEEP HOLE(BELL OUT AS REQ'D) 2500 psi CONCRETE BEAM-COLUMN AXIAL LOADS &STRESSES: BENDING LOADS &STRESSES: P1= 11340 LBS Max Moment(M1)= 0 lb-ft P2= 1890 LBS Max Moment(M2)= 6667 lb-ft P3= 8978 LBS Max Moment(M3)= 5000 lb-ft D+ S, fc= 189.00 psi Load Case(16-9) D +S, fb= 0.00 psi D +W, fc= 31.50 psi Load Case(16-11) D +W, fb= 800.00 psi D+0.75(S+W), fc= 149.63 psi Load Case(16-10) D+0.75(S+W), fb= 600.00 psi TRUSS ME MBER PARAMETERS: Length: 16.67 ft S= 100.0 in"3 Ke: 0.8 I= 180.0 in^4 Effect. Length = 13.3 A= 60.0 in^2 SPECS: CALCULATIONS GRADE: #2 HF Le/d= 16.0 Width: 10 in. Fc*= 920 Depth: 6 in. FcE = 1289 d = 10 in. KcE = 0.30 Fc= 575 psi c'= 0.8 Fb= 675 psi CP = 0.793 E= 1100000 psi Fb'= 1080 ADJUSTMENT FACTORS: wind CD = 1.60 snow CD = 1.15 CF = 1.00 INTERACTION EQUATION LOAD CASES: [fc I F'c]2+ [fbl I(Fb1'(1-fc I FcE,)] <_ 1.0 STATUS CASES(16-7&12) By Inspection OK CASE (16-9) D+S 0.130 0.000 0.130 OK CASE(16-11) D+W 0.002 0.759 0.761 OK CASE (16-10) D+0.75(S+W) 0.042 0.629 0.671 OK SPECIFICATION: • USE 10 in x 6 in #2 HF 14 Of 16 BOLTS -- DOUBLE SHEAR 3/4" TRUSS CONNECTION BOLTS DESIGN PARAMETERS Bolt type: A307 thru-bolts CALCULATIONS Diameter: 0.75 in Re = 1 Thickness of main member: 6 in K = 1.00 Thickness of side members: 1.5 in k3 = 1.832 Dowel bearing strength of s.m: 5600 psi Dowel bearing strength of m.m: 5600 psi Bending yield strength of bolt: 45000 psi Maximum angle of load to grain: 0 deg Adjustment Factors(duration&Cg): 1.580 or 1.136 wind snow MATERIAL VALUES LATERAL DESIGN VALUES (Nominal,per UBC sec.2336) Bolt DF-L Wood Z mode im = 6300 lbs/bolt size dia. length Fyb Fepefp. Fepara Z modes = 3150 lbs/bolt 1/2 0.500 45,000 3150 5600 Z mode Ills = 2404 lbs/bolt 5/8 0.625 45,000 2800 5600 Z mode iv = 3222 lbs/bolt 3/4 0.750 45,000 2600 5600 7/8 0.875 45,000 2400 5600 1 1.000 45,000 2250 5600 SNOW LOAD= 2730 lbs/bolt WIND LOAD= 3799 lbs/bolt GROUP ACTION FACTOR COMPUTATION No. of fasteners in a row: 2 Cg CALCULATIONS Spacing btwn. bolts in row(c to c): 12 in REA = 0.3625 Diameter of bolt: 0.75 in y = 116913 Main member E: 1600000 psi u= 1.027 Side member E: 1600000 psi m = 0.791 Main mem. X-sec. area: 60 in2 Side mems. X-sec. area (sum): 21.75 in2 wood-wood (w)or wood-metal (m)?: w Cg= 0.988 ADJUSTMENT FACTORS: wind CD = 1.60 snow CD = 1.15 - r 1 0 c z c 0 SW-1 tc"x z _ rid • _3068 S rrn XJ Z r rn 0 0- 0) N N N c C Z � II 27Dcn N�j am � �N •• \I p NX C++1- D0� . 0 mOD W Cr" -o v_ . 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'4'.• z . - - N -- 1 - -- - cn CO N A ITI I— C7 -‹a a o .. o \ ad OD o I II R <,, � o Z 0 .--_--_-------.-. - Cti) co co i N N Ta. a F II 11a �� (--.` b ° a d1 2600 N.COLUMBIA CENTER, LANKY & TERRI ROSS [ ''N. Z O ° r BLVD.SUITE#208 60'x36'x18'& 10' POLE BUILDING BUILDING t'i N y o co RICHLAND,WA 99352 ci) ti BERKEY PHONE: 509 736-7552 2915 OAK BAY ROAD ELEVATIONS , a n PORT LUDLOW, WA 98365 -� ` - w w C E n g i n e e r i n g FAX: (509)736-7557 J JEFFERSON COUNTY f Y . r 0 Up Front Parcel Revie* ✓ , Parcel 921183012 '�`'0� y w Printed: August 15, 2013 40 or uJ1 � ALAN E ROSS Site Address: ,n."" F4`Ck TERRI L ROSS 2913 OAK BAY RD 11- g*1i3 2971 OAK BAY RD PORT HADLOCK, WA 98339! PORT HADLOCK WA,98339 Parcel Number: 921183012 S-T-R: 18-29N-01E Total Acreage 3 Legal Description S18 T29 RIE TAX 25(S1/2) Land Use: 1100 Flood District: Fire District: 1 Planning Area: 4 Flood Map(FIRM) Panel No: School District 49 Zoning: /Z_( . $ COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map (Property lines lib' bmitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property tr NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports earby YES NO [ ] Designated Ag YES ri,' [ ] Shoreline Designation:iiSr NO ,l,l114. [ ] Shoreline Slope Stabil 4- U 4.124cA,- Stream Type:YES e , Fish& Wildlife:Y e ,441 4 'id - Wetlands: YES NO e.1.L r_�.i,.�. Rare Plants:YES la Seismic: YES Landslide:av NO rv4 p (' ;ti Y ,11 — /Lf i de , ...�' S14.4 i%st- Flood: YES 0• 13/ PAS 1 Erosion: YES . Aquifer Recharge ' rea:YES 6) SIPZ: no 1- At Risk High Risk oastal CMZ: o - High Risk Moderate RiskDi . iected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES 0 Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES [ ] Agricultural Lands: Y ,O [ ] Archaeology: YES No [ ] Stormwater: New I__,- '• Surface Z,gg Land Disturbing Activity 2-gYi' ESA's Stormwater Re• s: in Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions I' osure: ,. ".ort YES ( 1t MRL YES U Forest Lands YES 110 [ ] Landscaping Required: Ye ,- 0/ �� [ ] Parking Spaces Re•,: -, NO 2 Other `Vi l/13 f 1 Building Height: ABC Standard 44— {Y6Y Cc{37, 0u. -) X7 ogivvi shre- or t [ ] (Impervious Surface cove a percentage: Resource Lands&Public: Rural Residential: 25% Rural Iltrial: 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 constraintsll�,Qne specified [ ] Setbacks: Front:_ Lert Side: S Right Side: 5 Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: onAii,art ceasti2 Road Approach: XIS No T REQ'D RAP [ ] SEPA Required: YES [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YE 10, submitted: YES NO [ ] UGA No Protest Agreement YE , submitted: Y �O [ ] Site Visit conducted YES 0 [ ] Require Final Zoning Approval YES l 1 [ ] 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 Title Notes Updated Parcel tags found for parcel 921183012 1.) WSRC Coaching - 2013-02-27 special report required 05/16/2013 CAO Cases Associated with APN 921183012 Cases Name Review Type Status Planner BLD90-00303 HAGER F Application Received: 5/9/1990 Permit Issued/Case closed: 6/6/1990 Case Finaled: bathroom addition & kitchen remodle BLD13-00238 ROSS P Application Received: 8/5/2013 Permit Issued/Case closed: Case Finaled: CONSTUCTION OF PTUKLEBALL COURT/POLE BUILDING. On foorprint of demoed sfr. no water, no heat SEP73-00116 HAGER F Application Received: 5/7/1973 Permit Issued/Case closed: 5/7/1973 Case Finaled: 5/24/1973 EES 10/31/07 SOM73-00116 HIGUERA TRSTEE RCR Application Received: 5/24/1973 Permit Issued/Case closed: 11/1/2011 Case Finaled: \\tidemark\data\forms\R Parcel CRMLA.rpt 8/15/2013 Page 2 of 2 1 I 0 0 j --1 0 al .,'.PI / ),./ i /5/ ' i t t i 1 t i f. 1 t 1 I I I ; 1 g I I, 1 I I i i I 1 1 IA i 11 1 1 1 )•§ 1 I 1 1 - g I 1 ln 1 11 ( 1 •11...A74 CO G rr% AlmICIP11 , i. rri I ii;47.a 4-0 ( i E c) ::: 11:_i_•' 1• 1 \I, • al III 0 ,ri■ * I--A. irdit,N.4! 1_' I ZIA riga", f ..... i I •,-, '--..... *.-..,' - ? -- vg. _ , , .. -----. - ::' . 1 ;. ! : . i , 1 , , , \' I \i_ ,, I ' •c., ,. 1 -, , (.•\ 1, 1 1 it 1 -J tgg 1 7 -7 (N 0 0 -.0 --- t -1- --- al ('7 3 P .....4 -_---V7 tt -it-• (b I 1, X' ■F' I -.I ■ (1, 0 ,-1 i I r , , ......6.to r r.., t..)A fe r • .E-- iv ....-$ , . v5. _ ,... ,.,„ . z 3 ---.......,:..t._ , w., 15) ; g"-.- I:, , t ,,s; r• 0 ; 17gig. 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AUG 1 2013 �; Washington 98368 , � OtO 360/379-4450 • 360/379-4451 Fax I i i I i-� �� it http://www.co.jefferson.wa.us/commdevelopment/ JEFFERSON COUNTY P`.(r 'mu NI Y DEVFLOMENT Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: Alain E 1 e rr i Ro 5 5 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(LE,SITE) Size of parcel .1.q 3 +- acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet /04,09,2 +- 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 4 acres or more of Construction site for structures .2 '10 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 2 Y2 acres or more of native vegetation to pasture? Driveway,parking,etc. sq/ft _ — Circle: Yes No Lawn,landscaping,etc. sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance sq/ft Cut Fill J (cutyd) [over] stormwater caic worksheet—REV.10/1/2003 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) 2 8'8 sq/ft Structures(all roof area) g'1D 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 -S f<O 0 sq/ft rile 4,445 esrshn aspluO . over Qrevlogs Other sq/ft Other house povt-hr,'„), sq/ft New is over asphalt. Total New a S 8 sq/ft Total Existing / b y0 sq/ft TOTAL NEW+TOTAL EXISTING* to 9 z f1 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: (o % 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. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. /DOWN -OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) • e i la ii r ' r` eisy �a vii stormwater talc worksheet—REV.10/1/2003 2 Map Output 4111 S Page 1 of 1 ArcIMS HTML Viewer Ma• ear I y III I� ''.,11 ; " ,;_— 921183C01 . ill Ii i I. I f 01111111 [ i) 8 , 3021 �l I- � ` I Legend Selected Features 92t taxxxi �— I 92et+ JC Roads —�--- Parcels-H 0 se 2011 Aerial Photos CD iNA GM to 92118X)08 3.- .2 4 t i F s 921183025- 921191016' w ( 'I -- - 92119101,, .. . d .,,,.2`192003 I snap i '921191111 s. � ‘ •*--— � 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. 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Thu Aug 15 11:21:25 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 8/15/2013 ' Map Output II IP Page 1 of 1 ArcIMS HTML Viewer Map ' � ° '( r_Tk Vt v � ^ ~ : Legend Selected Features 1. __ do�noau, - x � pnrce/s* .- cvntouo mmwu°m° ,.x/ mmmu�=, Or° ---,-, ( ( at �° —�-- / . � ,siariv,; rj ) . w"gn weeded try Jere, ,° :°".'oere.:es!GIS (--,°' - — I��^_"~ aop 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 accura f its ,collection. Thu Aug 15 11:23:15 2013 cy o h�nf/vi � ' —r'�6��/vp/�m��ucmo �� c�map IP W Map Output Page 1 of 1 ArcIMS HTML Viewer Map xi' : '''' - ,'' 1. ). . ' i I 1 i '%:: .li 4@� k �A Ji Syr j ,41-- :44 ..., i i i ' PP Legend Selected Features =" JC Roads * 4 - -,t C. Parcels-H .' ,'f ', Shoreline Designation-Arc �.:. Conzcrvancys'SuDurban Con sarvancyllaturat I �, F ' urban f Suburban e•: �. island Natural ,4; ._ ° /V Conservancy vancy iNaturaPSuburban 1 --4,40 4' ' p s . Lylher , 11 .1 ti,,,.>kw..w., ,_ ' 1 Maps provided ry 9dhnoon Cony Cent*Ser.:cv.: ..:. L,t li:411 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 ofi its collection. Thu Auq 15 11:24:06 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 8/15/2013 �� ' Map II II Page 1 of 1 ' ArcIMS HTML Viewer Map se''as'� eummom ez'oee — --- _- : Wir : 1, *lit 42—83,00' s''oea. W 'euz~ 1 921181)31 . I ! 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Data contained in this map is limited by the method and accuracy of its no||�otion� ThuAu� 1511�25�O72O13 _ -- ' - - - �� _- - --~ hnn://«iomcrvcz/aerv{et/cmoo'esri.coriznap'Esriouap?ServiccNumc=ovmap&Clicnt\7orsiou=4'0&Form=Ioze... 8/15/2013 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 92118J0t5 •, 921183001 92"8 1 1 1 I 921183001 I 11 ■ I r5 1 t 921182005 — ar 921183021 Legend 9211830031 i. 921163022 Selected Features 921183003 P1 -- j S 9211 3010 ilc_Roada Parcels-H I 921183012 ' �' Landslide Hazard .e shams a. I 9211830()8 1 A 921183026 N,gfi 921183002 '�— Moderate I 921183025 SH9ht 921191016 921191016"— ----,___ 1 921191017 921192003 921192003 ____... 921191034 A 1 —--- -�l 92 1101035 921191001 -- _—---- 921191(701 921191019 %Jam:r r dLtl 7p-..e smCast?'Crsrra ScrecesGIS 0®?D":' 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. Thu Aug 15 11:25:53 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 8/15/2013 • Map Output ID • Page 1 of 1 ArcIMS HTML Viewer Map I. .1 ) i 11,1 \ !I i 1 ii i ,.. alTritli.' Legend Selected Features i .... ' 4.,\ JC_Roads F 1i,_ 44 Parcels-H \, \,.`ii Shoreline Slope Stability Slate, 1\ I I 5 I �__.:c_ IMermotlwto t 1 U Unstable _� .. ..'2 ■t Unstable Recent Landslide I Unstable Old Lam/stele — _„___ N ,wed it*a 4L' _'. yI 921192003 r� r _ �r 9211910€31 921191(X31 1■1/ 1 \I W:ratd by_e n-san Cv t1 Censer Sa^.+u., _ f {. 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. Thu Aug 15 11:26:37 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 8/15/2013 Map Output II • Page 1 of 1 ArcIMS HTML Viewer Map kit ! I I 92 1 1 8301 5 y ,:_ - _ 921185006; as? E 921183001 �" �\ 921185008 ( } } l I i; I —y lil 921183001 7 1111 I -2,205 92118 , I Legend t. 1 92118300492tt89at2� CI Selected Features II t 921183003 y�� 921183010 { JC_Roads III tit, —�i O ■•••••■•■•. Parcels-H st 921183012 S I PZ �1 Al R s1 SIRZ 92 183006 °-11 V' ________9_2_1_183026 ® CI RrocSfPZ ` 921183 1 \ II - 921183025 1 921191016 r--` 921191016 11 92119101? 1 921192003 0211920031[--- �92"•;,:,-C,34. .. ��_--1 92119.-_., 921191001 -- ___.._--- I 1 921191001 �-- �,. , c:r:.:I.andel try Jei4a-fxri Casty Carr*Sc a,nas GS .I!? 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. Thu Aug 15 11:27:21 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 8/15/2013 .Parcel Photos • • Page 1 of 1 Parcel Number 921183012 She Address: 2913 OAK BAY RD PORT HADLOCK 98339 ':, lk 71'4 '''''' ' '''''tiX.'" -',' -,,,-.'''''''I':',i'°'''■4',4,V11,'N'Sill,i'itft.",-.4 9 au �,� i y �� idµdt0a2 http://www.co.jefferson.wa.us/assessors/parcel/parcelphotositus.asp?Parcel_N092 1183012+F ++++f+... 8/15/2013 . • • SON �o JEFFERSON COUNTY e 4;1- 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 Email:dcdl+ oo•iefferson.wa.us '184I N GAO Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center August 15, 2013 Sound Building Systems 3546 Thorndyke Rd. Port Ludlow,WA 98365-9728 RE: SITE ADDRESS: 2913 OAK BAY RD CASE#: BLD13-00238 Dear Rick: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. 1. Invoice 13-136 was sent under separate cover today. The invoice must be paid prior to issuing the permit. 2. Indicate on a revised site plan how you intend to handle stormwater. As requested, attached are the design criteria for splash blocks. Please submit the above information to the Department of Community Development by November 13, 2013. Pursuant to Jefferson County Code (JCC) 18.40.110(3)and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety (90)calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely, • /oe Ann Lamp,AICP Associate Planner, DRD Lead cc: Alan and Terri Ross BLD13-00238 0 v`.,• , ,..., )›.--" 4-,-+ 4- ..-.... 0 .....z -9 ..---------- 4 Q... ----. Z". z- -- --r< 1 cr) QJ , , ..---.-- .. , - I -4- ....., I vi t.) i LIII \J V. 1-1 - ,.., r4, , chi -4.. O .'73 Cr- ", t o d ` . ,4.°) -X. Z !--•!-- 0.) 'N c -- 4 nOig'"? f" -i; -A -4- - ___ ,....-■"-- 41 : --c ,t, ca 4 _ _ _ _, ; .„ z ,-,.., a. ,: -4 — , ;,„,,, ry 11 --• ; 4 a) x _ .0 ____1),_ 3 —„, - , u,--, c) 1 i — -)-- - - -Lr., I - J I 1 ILI 1 I I in T9 -1-1 eb c -4... — , V) Q f 0 -7— DO L v rl i-- 6 -0 it 1 ..-0 . , . i /Q) 6 . I i `IV c. 141 o ,,acir •:-.c nr- eL 1 -il ' 1 at 1 1 i 1 1 --- : I a.1 'c_11 VI as' 0; %); I 7"; -.. i-i ,i..) ttri 1 -1e* ..i.: - _..... 1 1 1 ... ';.1 t "'"& 1. 1 0111 . It I 1 I I i I I I I 1 c i I 11, I 1 I 1 i i I 1 i I I i i I P 1 1 ; I 1 i 1 ! -----/----- ) - 1 1 ....--, I /51 Oak /34r R°a.ci • 3.1.2 Downspout Dispersion Systems (BMP T5.10B) Downspout dispersion systems are splash blocks or gravel-filled trenches, which serve to spread roof runoff over vegetated pervious areas. Dispersion attenuates peak flows by slowing the runoff entering into the conveyance system, allowing some infiltration, and providing some water quality benefits. Applications& Downspout dispersion may be used in all subdivision lots where Limitations downspout full infiltration, full dispersion, and bioretention/rain gardens are not feasible. Flow Credit for In WWHM3,roof areas may be modeled as grassed surfaces if roof runoff Roof Downspout is dispersed according to the requirements of this section on lots greater Dispersion than 22,000 square feet, and the vegetative flow'path is 50 feet or larger through undisturbed native landscape or lawn/landscape area that meets BMP T5.13. This is done in WWHM on the Mitigated Scenario screen by entering the roof area into one of the entry options for dispersal of impervious area runoff For WWHM 2012, see Appendix III-C in this Volume. Design Criteria 1. Use downspout trenches designed as shown in Figures 3.1.5 and 3.1.6 for all downspout dispersion applications except where splash blocks are allowed below. 2. Splash blocks shown in Figure 3.1.7 may be used for downspouts discharging to a vegetated flowpath at least 50 feet in length as measured from the downspout to the downstream property line, structure, slope over 15%, stream,wetland, or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 3. Cover the vegetated flowpath with well-established lawn or pasture, landscaping with well-established groundcover,or native vegetation with natural groundcover. The groundcover shall be dense enough to help disperse and infiltrate flows and to prevent erosion. 4. If the vegetated flowpath(measured as defined above)is less than 25 feet,a perforated stub-out connection per Section 3.1.3 may be used in lieu of downspout dispersion. A perforated stub-out may also be used where implementation of downspout dispersion might cause erosion or flooding problems,either on site or on adjacent lots. For example,this provision might be appropriate for lots constructed on steep hills where downspout discharge could culminate and might pose a potential hazard for lower lying lots, or where dispersed flows could create problems for adjacent off-site lots. This provision does not apply to situations where lots are flat and on-site downspout dispersal would result in saturated * Vegetative flow path is measured from the downspout or dispersion system discharge point to the downstream r p operty line,stream,wetland,or other impervious surface. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-11 • , +. yards. Perforated stub-outs are not appropriate when seasonal water table is<1 foot below trench bottom. Note: For all other types of projects, the use of a perforated stub-out in lieu of downspout dispersion shall be as determined by the Local Plan Approval Authority. 5. For sites with septic systems,the discharge point of all dispersion systems must be downgradient of the drainfield. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield. Design Criteria for Dispersion Trenches 1. A vegetated flowpath of at least 25 feet in length must be maintained between the outlet of the trench and any property line, structure, stream, wetland,or impervious surface. A vegetated flowpath of at least 50 feet in length must be maintained between the outlet of the trench and any slope steeper than 15%. Sensitive area buffers may count towards flowpath lengths. 2. Trenches serving up to 700 square feet of roof area may be simple 10- foot-long by 2-foot wide gravel filled trenches as shown in Figure 3.1.5. For roof areas larger than 700 square feet, a dispersion trench with notched grade board as shown in Figure 3.1.6 or alternative material approved by the Local Plan Approval Authority may be used. The total length of this design must not exceed 50 feet and must provide at least 10 feet of trench per 700 square feet of roof area. 3. Maintain a setback of at least 5 feet between any edge of the trench and any structure or property line. 4. No erosion or flooding of downstream properties may result. 5. Have a geotechnical engineer or a licensed geologist,hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas. Don not place the discharge point on or above slopes greater than 15%or above erosion hazard areas without evaluation by a geotechnical engineer or qualified geologist and jurisdiction approval. 6. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices,the outer edge of the vegetated flowpath segment for the dispersion trench must not overlap with other flowpath segments,except those associated with sheet flow from a non- native pervious surface. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-12 • • °0 V0uo°¢ level outer w °© °ea4 4a a° O I. 4 d 4 °Q 7404 4 00°° V104°D7 ,°0 V Vt400740 °a7 �� V 4°°a 4 Ova% °6 06 °00 Q ° 4 V00 pVa4 ti min °Wavy op° °a°el"'tidQ 94 4'pert pi .. ;104:4 P 4 a44 18'min ppQv ga4Q e o Va 11/?-314'washed rock 0ap4 ° '00atlga...- ao ° Q 0 e 0 0 0 ° • as °O V a° ° .p a°ae° 44 0 °o4 4a g a°as ° a a°a°e 24'rrtn TRENCH X-SECTION NTS slope—4- small catch basin or yard drain 4 2'x10' level trenches 5700 sq.ft. Type I CB >700 sq.ft. standard u (Aspersion trench w/notched grade board length 10'per 700 sq.ft. of roof area. PLAN VIEW OF ROOF MT* Figure 3.1.5-Typical Downspout Dispersion Trench Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-13 • 0 ;. . .. *, .. pipe O.D. l•.1 ';.0 Milt gra end cap or pkig loaf to second a dispersal berth i ILIFv.. *4r. 111.ow 7 o clean out wye from pbe if recessary h. = IV • • . . 4"or 6"perbraild pipe lad flablevel notched grade board 2' c2 notches S , - Cfr type I C Boarisohd cover(k)ckkr0) I type i es ir o.c. I 1 1 A 41492111cover ... lilt VIC:::111 ; I 111 I I I I I I II I I I I I I I I I lir "41- DI infkent pipe(rnex design L _ fty.v s.o.5 c FS per trene h) -12 40. 3 4 clean out w)e from pipe ...- 111 11-‘11ii - .......1,- lb&to other branching GB's PLAPI as necessary NTS pipe OD. I ir o.cd gaisardzed bolts /1110PF` I ' _ 1004011;,4 14^2" 1%0 43 41 1 II 1 Ot...0111t * T 0 9 , • n. ' ,, 2"grade pressure '‘. '.; 114 ;;;e tv ;%; board notches 2" toasted wade - ' j a a ri: ir ore'perforasbd board : ?il 9 45! F4Pe tab itat IfilL -0 , .NOTES: 4"x4'sport Past ti L 111+ 44 clean 0.5%Ines) 1.This trench shall be corostructrd 93 6 itte .als"washed rock as tr prevent point dscharge and.b r D a - " kb - el e'l 7 .; emion. arr, -' 2.Trenches nvisr be placed no cbser fber fabrb \ than 50 feet to one another.(100 feet abrg IbtAntr) *15% mix low ccrtel#wder cpalkt trednert in rued area3. 3.Trench and grade board must be Stet.Atm to folks;corsotnrof stet. SECTION AA 4.Support poet spackig as required by NTs soil conditions to ensure grade boast remains Wel. Figure 3.1.6-Standard Dispersion Trench with Notched Grade Board Volume III-Hydrologic Analysis and Flow Control BMPs-August 2012 3-14 • • 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 • J house I I I 1... ....I Roof I ....I.... I' downspout serves up to I I 700 sf. Of roof I I :::::::i ::::::::::::::1 J.. 50' min. 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(.4 , ID, -it c)-,'''' _._ --,_ ., . . 4-- . : . • • 1 .7:: 1 7 • /-= JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street • Port Townsend• Washington • 98368 wvvw.jeffersoncountypublic he alth.org August 27, 2013 ALAN E ROSS TERRI L ROSS 2971 OAK BAY RD PORT HADLOCK WA 98339-9728 RE: SITE ADDRESS:2913 OAK BAY RD CASE#: BLD13-00238 Dear ALAN E ROSS: We have received the above referenced application for review. We are in need of additional information and/or items as listed below to continue our review of the proposal: 1. In October of 2008 a letter was sent to the property owners regarding a well south of the home which appears to be less than 100 to the drainfield. The letter required resolution before further permits could be granted on this property. 2. The site plan does not show the northern most garage; does it still exist? If it does,it needs to be on the site plan. Is that garage plumbed? 3. If there is nothing connected to the septic system now or proposed to be in the future then the system will need to be decommissioned by a licensed septic system installer. This will address item number one as well. If a Monitoring Inspection of the onsite sewage system is required please contact a certified O&M Specialist or Licensed Designer to schedule the inspection. A list of these providers can be found at our website www,leffersoncountvoublichealth.orq. Please notify this office when the inspection has been completed. Please submit the necessary items in order for us to complete the plan review process of this permit. If you should have any questions, please feel free to contact me at(360)385-9444. fr) e", r, R • • 1 ¢SON JEFFERSON COUNTY 4C . , °°*, DEPARTMENT OF COMMUNITY DEVELOPMENT a 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.us/communitydevelopment ,,, O+ Tel:360.379.4450 I Fax:360.379.4451 1 Email:dcdelco.Jefferson.wa.us 9s+IING•� Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center August 15, 2013 Sound Building Systems 3546 Thorndyke Rd. Port Ludlow, WA 98365-9728 RE: SITE ADDRESS: 2913 OAK BAY RD CASE#: BLD13-00238 Dear Rick: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. 1. Invoice 13-136 was sent under separate cover today. The invoice must be paid prior to issuing the permit. 2. Indicate on a revised site plan how you intend to handle stormwater. As requested, attached are the design criteria for splash blocks. Please submit the above information to the Department of Community Development by November 13, 2013. Pursuant to Jefferson County Code (JCC) 18.40.110(3)and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety(90)calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely, oe Ann Lamp, :ICP Associate Planner, DRD Lead g c 2,0‘,6 cc: Alan and Terri Ross a� `Q� BLD13-00238 \\ X \ 1� (is") . DIOELOPMENT REVIEW TI" SHEET Date Time Comments 1 S1210 3 0 6^:•■•• riReVire0e-el c.S r4"-€ V—Cf`---5-brrkik1004"-- 12eVCRWel re-1.47A4A- ,C 4e-- etniri 11"9, !lea 4Desjoh 1.4- cor eJ77 awl ri--,..1' a1 4) Cnc.11lta arPla 4- C'Oir.+rt9Lc31 3D .ice G- G A' i ptou not& (14-Ct.. ge-: kf-A,c1- s4, .• 4, ( 1/4 rt2ov-re, ,c, ":74 ieb...„.._ / t-:-_-/c..J \\tidemark\data\forms\R_MLT_Case_CRMLA.rpt September 18,2012 JEFFERSON COUNT V� NO.f42405 DATE r--z.6-i RECEIVED FROM S .4 BARS# AMOUNT ! )V`�` J1 r�kto-9 DESCRIPTION CURRENCY J✓2--� � . COIN C, 3- 3 Is 10 \ / )LPo C) .* .,- O II': - iii RECEIVED BY TOTAL 532 Jefferson County Building Vision Permit Neer: BLD13-00238 Applicant: ROSS 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 Via/V/3 4 Erosion Control 9h9//3 Post Holes Vail. Foundation Footing Framing Blocking Drywell/Alt Drainage splashblocks Address Posted FINAL INSPECTION (0,3 FINAL INSPECTIO MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD13-00238 1.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health. Additional requirements may apply if plumbing is proposed. 2.) 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. 3.) The revised site plan as submitted on September 16, 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 16, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) zal \\tirtamark\rata\fnrmc\F RI 11 Parmit Rlrin rnt 9/17/9013 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00238 Received Date: 8/5/2013 SITE ADDRESS: 2913 OAK BAY RD Issue Date 9/17/2013 PORT HADLOCK, 98339 Expiration Date 9/17/2014 OWNER: ALAN E ROSS PHONE: 360-437-0118 TERRI L ROSS 2971 OAK BAY RD PORT HADLOCK WA 98339-9728 SUBDIVISION: Block: Lot: PARCEL NUMBER: 921183012 Section: 18 Township: 29 N Range: 01 E CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: (360)437-1219 3546 THORNDYKE RD PORT LUDLOW WA 98365-8229 Contractor's License SOUNDBS027NM Expires 8/19/2014 PROJECT DESCRIPTION: CONSTUCTION OF PICKLEBALL COURT/POLE BUILDING on footprint of demoed SFR - no heat, no plumbing TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 47,075.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: 2,448 CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: 75 SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $559.00 MEB 08/01/13 142332 Exist: Exist: Plan Check $363.35 MEB 08/01/13 142332 Prop: Prop: State Building Code $4.50 MEB 08/01/13 142332 Total: Total: Total: $926.85 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