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BLD2009-00352
ICUILDING PERMIT APPLICON MRLA09-00p346 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD09-00352 Received Date: 10/14/2009 SITE ADDRESS: 41 HILLER DR PORT HADLOCK, 98339 OWNER: JOHN THOMA GRAHAM PHONE: 206-783-4527 9504 PHINNEY AVE N SEATTLE WA 98103-3026 HILLERS WF TR INC TL SUBDIVISION: Block: Lot: 13 PARCEL NUMBER: 960300010 Section: 7 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NSFR W/ATT GARAGE & U/G 250 GAL PROP TANK TO REPLACE SFR(SEEBLD07-621) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 959 VALUATION 355,000.00 ADD'L: 1,186 HEAT TYPE: WOD CODE EDITION: 2006 HEAT BASE: 579 HEAT TYPE: PRO OCCUPANCY: R-2 UNHEATED: 101 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 345 SHORELINE: CONST TYPE: DECK: 41 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PUD BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Pr 3 Total: 2 Total: 3 Routing Date: L-f-C Type A Date: Receipt: Approved/Date Permit $0.00 LYK 10/14/09 APPROVED Plan Check $0.00 LYK 10/14/09 State Building Code $0.00 LYK 10/14/09 MAR ` 201U Total: $0.00 Jefferson County Planning & Building Department f..................... l ... ..... ...... .............. ......,.....,..,.,.... ..,.,, ....,......... ........ ......... ............. ,...,. ...'.', j� Approx. Location of x -House & Decd 14' Ir ; 1 „ rr relocate x- Hydrant P l r�;m _ Enci ure - comer of h�u av� Guru Stop �� , k- Power P��: a .__ _µ_ . __ x i rant re ocate ] i ��'_ s:° wa.e i 1 �(„�p i� , y �ilf1.� f a qq� ; �,. _ _ ' r +��{eter 7 JI . r , . ' , •. '` .ti+,,.m.+:. .. wn ... „.am®r - .,a•w..a.m: a r .. - m a - w .. .. .. ... ..,... s ' 1 TrowN m _ A. r � ��t.= � .i,. �t S 5 °�. ' V, i e a a a o o a 6. w a m r • 'n - �. ;{ > ELit,S i:S _ x -I h ne box \ - cl> �eIG�7;ated wattyr 121 0" + A 201 0' 4 Yp ` - '- "'!'^'- ..-- .--.,. �."^^,- . ---... 4 � i . ...._-- • -^ ":.. lope , r �. -~:= - .°.. __. 22' 11 7/16/ ter'i -5th allan 20 7' `' — 5/16 _. .1 `� g' 0 tE to ope L-� L:22`,r IfT (�'-i;)sf) \ a� ,'� beach front setbadk 1 per. i�'1 tp , a � � , � ato.a+ i - 10' 0" ; a,.4 c���t ep x -host o & d k a i / defined by v !v/ 1'd�' �± q.r ad scent houses Area of Impervious Surfaces: ' •. - ••..��� ��'� �.�.•.��....- i 44 to beemoli ed i; + td 54 1312 sf House a ' 297 sf Driveway _ ' 0 .a +........ ........... ...... �.....__..�.. _p. '� � � � ! � ' 77 sf Entr `� NIS ¢' •, � � -t..B, c�lid lici ; 1 P1A 1 � 20 sf Overhanging pave P • j ••• i ----- - - - - -- Grave I - 404 RwP E22.7 �....... 1706 sf Total Ede f 14' wide sued road Dpewe y 4 Ot4 • • .... ..... , . ++ . / 4 __� p 2 sfi in c ()nduia: end' ravel - ...;,....;... , :.' . ! --- 25 1 1/4 � rY 9 ... .7.7�1 ! f /+ .._— 1 . se m + j �` 1 ♦ • ewer in conduit, �•� _.. 27' 3 3/810 i r ' e r ItT (,38sf) l i i + ♦ j °� n 24" �1eep J j j' i i FLOOR ELEVATIONS; 41 ; , n�pl Y ` t 1 I t t to 1 I �- �' t r w/ 12 coder Use 2 1 /2 D ia. PVC ch40 Casing � ! ��� 32t'�N Bedrooms ' I lot 0 t► :� 3 / sin Floor with sealed joints frorri 10' e . i _ _ .. k , ' j 4' -3" Basement oH►NM / J -7 1 B ♦ �� t 11.36° Top of Se'awaii " from Water Main across road `s d 5p !, { 40 d tt -54 Off t% i � ?!j I \- SGirIG1 YYGZ<� / Line to have 2 of separation I - - ♦ , -- - � �- -� 1_47XI + f ° °.,.—...4��A, i EL: 11.36 , where crossing below Water Main (invert 42'° down) j e j e m I ♦ I® 4 { e e I e • i I 0 D • � ee ! o 0 r 0 r r Poorer Pole It r. r r x- Effluent Transport Line 0 At a Class;, 200 High - Density Polyethylene, 2" Dia. N (copper tube size) -3641 De.pth, UNO. Oak Bay House Project by Thom Graham 9504 Phinney Avenue North, Seattle, WA 98103 (206) 783 -4527 a Legal Description: Tract 13, Hiller's Waterfront Tracts, together with Second Class Tidelands Tax Lot: #960 300 010 In Govt Lot 3, Sec. 7, T.29N.,R.1 E,, WM i , i 104 Ott i i I 516" f 1 f I I I 1 I I ,i i ,i ,i 1 i i i i i i i i 4 'i. �i x -Low Retaininq'Wall REVISED dated �s n APB] by JEFFF-y - N DEPT. OF C SIGNATU s corner of house SITE 52' 10 3/1601 I i I i i i i i I i PLAN @ 4 I H r D!r _ _ °° ° � ° � � � � L = 8 i 16, 240 320 1 a F i n, top of wail iot property corner) �tor,��� ter ��quire ; 8 PS r U a ry 10, 2 010 /`/� /, {`[,,'./per - y�•!,' (/� �q °J .::, -: ,. .�.�..,�.�.�..�,.�,�.., �� y.�' t"`� ��� Lr"�V "��+✓` �i/' ,.'»,•..m•*M'� ^ ^ "' Y. awper..�x..,ae•tl,y.wE.r,iYt -,kq arys'Wrs,'wR°J- h. nwraw• awwt» r.. 1. ry.:.e.w»•s,,.«w.wv,4:v.M:u,:N.• acv: w: vwu +tiwu+,cwrw:'vWV.LLitM•htµri'A+8 �$}Nw4(9,s mAwR•.an.Y4YinwAVatiF• ..• + 4W 1'M441t1ii'X'k�ttvild'%'T1?.!M'. f,`Ni?K+KYFrYtS i.YR1Rp7i. .:4*A+U•:.a.�'.y!+.'+n vf-.rtr:nCYfwi ., . e+,.,.vrt4',v+trrrc:zr >+t.,.x ,'ua <a!n1CFkrpw, , milts; rt,. Y..',' �n.>' i�t4? 9. �+ �Ya. Pm' rd .eft;�*idY'A�Yl9EY3 ±h`7h99YlRk ;1�04tB. c�'','s49+iF5 Wae, Yaa�sc�. errraa t7' tardi} �,': eb.kwr.rrir�neti+,wslaraNr�GsPa� - 4eC,XC ._. •t«e,vsaa•,uW!n:w�... .. �. a e r 901 Q Dka I l,41Cr r'C>r QWN114RAIL � //I (are poe? 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(41.5-007-00 JEFFERB COUNTY # Nikft DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street•Port Townsend•Washington 98368 ilf44,0:2zPel?).” j. 36Q/3ZQ-4450.• 36Ot376-44M Fax ax www.cojeffen n.wa.us/cx►mmdeveiopment Master Permit Application MLA: 3 -PrujeCt Description(Include separate sheets as necessary): _P/. g 77 _ ,A4 rA/CIE._ Tax Parcel Number: q 4[ �� P r o p e r t y Size: 5-55":58 (: :., Site Address a Directions to Property:. OCT 1 4 2009 / . /L R die 7' t‘-,/,4 14i. Property Owner(s)of Record: > ..- ,' IA' x- ee i _ Telephone: .: .01._" -j hr F ems: .Arlin a i .4 y cot s ,�. Mr Address: / a A ' .,. A" /. I ,, �- r Applicant/Agent(if different f r o m owner): _ e, C _f Telephone: Pax email: Mailing Address: Wha kind of Permit?(Check each box that applies f +i 0 Cry !l Areas Stewardship Plan • nw�tion Permit 0 Variance(Minor,Major or Reasonable Economic Use) -ingle Family Garaggr Detached ❑Conditional Use(C(a),C(d),or C] Manufadured Home Modular D Discretionary`D"or Unnamed Use Classification - El Commercial* ❑Special Use(Essential Public Facirdies)** O Change of Use ❑Boundary Line Adjustment ❑ Address 0 Road Approach ❑Short Plat'""' ❑ . - Business ❑Cottage Industry ❑Binding Site Plan** f _ro.pane ❑Long Plat** 1 0 SiOrt 0 Planned Rural Residential Development(PRRoyAnienclinents--"* _ ❑Allowed`Yes`Use Consistency Analysis ❑Plat tion/Alteration Et-Stormy/Mr Management ❑Shoreline Master Program Exemption/Pennit Fievisidniss" O Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Maiagermerit Substantial Development•' ❑Temporary Use ❑Shoreline Management Variance 0 Wireless Telecommunication' ❑Comprehensive Plan/UDC/Land Use District Map Amendment O Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment *May require a Pre Application Conference ❑Tree Vegetation Request **Requires a PreApplice6on Conference Please identify any other local,state or federal permits required for this proposal,if known: .DESIGNATION OF AGENT i hereby designate to act as my agent in matters relating to this application for permit(s). OWNER S'GNATt'RE Date: -By signing this application form,the owner/scent 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 but made by the owner/agent with respect to this application packet may result in this permit being null and void. I furtter agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorneys fees and expenses which may in any way axrue 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 em•loyees,representatives or agents for the sole purpose of application review and time of the anapp'rte on that or. 1 •_ Staff's -a right of entry w!" sit; = •unless the;,pg,'lcant!Worms County in !rig at the Signature: -/�. AC_ :■ -- A.--..," , .-_ Date: /19 aq The action or actions.Applcant 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 MESA?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- - rice with�r4�r-Jefferson County•_velop code.The Applicant adcnowiedoes that he,she or it holds individual and non-transferable , Win!' farAir+�' • to .,r • with ESA. The Applicant has read thisd signs dates kbelow. Sig ., >.� �!..i ieril �1✓ .ti Date: �/ Q G:\ParnitCenter\###FORMS###\DRD FORMS\Master Permit Application 5.29-08,doc i iip j BUILDER STATEMENT - The signer of this statement;.:.. hereby certify that they a-the• of the parcel referenced rein,that they are not licensed contractors and that they will be asssurisir- : '� / Gene•rsal oir etor m proposed project. Signature: i /!4._ --- �a _ o -. I . : /0 / A- lit4 i GENERAL.CONTRACTOR OR f+l1#NuFACTuREo HOME INSTALLER: PHONE: FAX: ( ) ( ) BA s EMAIL:... CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: - awl_ Project Type: gut ` � Frame Type: I Bathrooms: Shoreline: Type of Sewage Disposal: i$'`NetCI A 4 P'Wood Existing j u Sewer ❑ Addition I ❑ Steel I Proposed: - .. Bank ❑ Community System ❑ AI+�roton/Remodel ❑ Concrete Total: Height u'indivldual System D Repair. -SER-Peu _ ❑ Demolition ❑ Other. brooms: Setback: Water Supply: ❑ Private well ❑ Two Party Type of Beat: lj /�/�/�- e�Pubfiic LCTCi i?� 1 Total: �L_ I VAEIFS I Name of System: C i Protect you must answer the foflowino: Number of Parking Spaces: Curry / Proposed: / Number of ADA Ping Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Wd you have Food Service? Yes / No if this Is a Prune Tank and/or Appliance Installation permit.mark all Items below that aooirL underground Tank I Above ground Tank Size of P ••,ne Tank: -2Sl) r I Heat Stove it;Gook Stove I oodstove")i Fireplace Insert E-4 Water T. i Pellet Stove I Other /11/,l-SDA// `+( 1 -, is_3hls appliance beinct Installed in a Manufactured I Mobile Home? Yes , ,.o When applying fora permit to install a propane rank you must atso submit a site plan showing ail of the buildings,slip operly lines,tank location and size,distances from the propane tank to all property lines,buikiinos and septic system components. including the reserve area. S• are Faota•s Current • ... _ fiy M in Floor Hued .. EH Bid App Review 2 Floor Heated . Consistency Review +� 13.-- Otter Heated -t-. =. Base fee: a-0 1•r"75 Mezzanine `� Q Heated Basement +' „ Plan Check I Unheated t3asem 1111M1,ii:--E_-,f ., State Surcharge fee: A 5 Other Unheated = Pot Water Review fee: I Garage/Carport jr - SUBTOTAL 4'7 2 3p Decks -- 911/Rd Approach fee: I Other IIIIIIIIIt'77''7-" .'r TOTAL: liri r• e - t l •*2_ Cash/Check Number: T_ i- - 0`1. 5 ESTIMATED COST(REQUIRED) Date: *Fair market;Le c..f4/lrbcaitand.mot .at folmdation to finish _( t_ ---------"S G:\PemtitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc 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#: BLD09-00352 SITE ADDRESS: 41 HILLER DR Issue Date: 03/8/2010 PORT HADLOCK, 98339 Final Date: 5/7/2014 APPLICANT: GLEN BOWSER PHONE: 425-761-9690 PATRICIA BOWSER 10011 N DAVIES RD LAKE STEVENS WA 98258-8566 SUBDIVISION: HILLERS WF TR INC TL Block: Lot: 13 PARCEL NUMBER: 960300010 Section: 7 Township: 29 N Range: 01 E PROJECT DESCRIPTION: NSFR W/ATT GARAGE (revised: w/deck) & U/G 250 GAL PROP TANK TO REPLACE SFR (SEE BLD07-621) and shoreline exemption permit (SDP09-00077) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-2 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 5/7/2014 \\tidemark\data\forms\F_BLD_Occupancy.rpt 5/7/2014 Ii TEMPORARY CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 II, PERMIT#: BLD09-00352 SITE ADDRESS: 41 HILLER DR Issue Date 02/20/2014 PORT HADLOCK, 98339 Inspection Date APPLICANT: GLEN BOWSER PHONE: 425-761-9690 PATRICIA BOWSER 10011 N DAVIES RD LAKE STEVENS WA 98258-8566 13 SUBDIVISION: HILLERS WF TR INC TL Block: Lot: PARCEL NUMBER: 960300010 Section: 7 Township: 29 N Range: 01 E PROJECT DESCRIPTION: NSFR W/ATT GARAGE (revised: w/deck) & U/G 250 GAL PROP TANK TO REPLACE SFR (SEE BLD07-621) and shoreline exemption permit (SDP09-00077) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE INTERNATIONAL BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-2 UBC TYPE OF CONSTRUCTION: 5N THE PROJECT RECEIVED ITS TEMPORARY SIGN OFF ON THIS DOCUMENT IS VALID FOR 30 DAYS. THE BUILDING MUST RECEIVE A FINAL CERTIFICATE OF OCCUPANCY WITHIN THAT TIME OR THE TEMPORARY OCCUPANCY WILL BE NULL AND VOID. \\tidemark\data\forms\F_BLD_Temp_Occupancy.rpt 3/3/2014 TEMPORARY CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT#: BLD09-00352 SITE ADDRESS: 41 HILLER DR Issue Date 03/8/2010 PORT HADLOCK, 98339 Inspection Date APPLICANT: GLEN BOWSER PHONE: 425-761-9690 PATRICIA BOWSER 10011 N DAVIES RD LAKE STEVENS WA 98258-8566 13 SUBDIVISION: HILLERS WF TR INC TL Block: Lot: PARCEL NUMBER: 960300010 Section: 7 Township: 29 N Range: 01 E PROJECT DESCRIPTION: NSFR W/ATT GARAGE (revised: w/deck) & U/G 250 GAL PROP TANK TO REPLACE SFR (SEE BLD07-621) and shoreline exemption permit (SDP09-00077) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE INTERNATIONAL BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-2 UBC TYPE OF CONSTRUCTION: 5N THE PROJECT RECEIVED ITS TEMPORARY SIGN OFF ON 21 SpL( THIS DOCUMENT IS VALID FOR 30 DAYS. THE BUILDING MUST RECEIVE A FINAL CERTIFICATE OF OCCUPANCY WITHIN THAT TIME OR THE TEMPORARY OCCUPANCY WILL BE NULL AND VOID. \\tidemark\data\forms\F_BLD_Temp Occupancy.rpt 2/5/2014 Gas Line: Exterior 7/22/2010 P• ropane Tank 7/26/2010 Heat/Chimney Clearance 10/15/2010 3rd lift pass 10-15-10 RTB Heat/Chimney Clearance 10/14/2010 2nd lift pass 10-14-10 RTB Heat/Chimney Clearance 10/20/2010 Drywell/Alt Drainage 6/28/2010 SEE CONDITIONI FOR TRENCHES A• ddress Posted 8/5/2010 A• ddress Posted 1/30/2014 Miscellaneous 1/30/2014 90 day TCO M• iscellaneous 10/29/2010 ducting Miscellaneous 10/20/2010 exaust vents III III A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR Jefferson County Building Division Permit Number: BLD09-00352 Applicant: BOWSER BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2006 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 s/711 Deck_ Setbacks 4/26/2010 Minimum setback from Hiller Drive right-of-way shall be 20 feet. Minimum side yard setback shall be 5 feet. Minimum setback from Ordinary High Water Mark(existing concrete bulkhead)shall be 25 feet to the house foundation. Setbacks deck Erosion Control SEE CONDITIONS 2&3 Foundation Footing 4/26/2010 • F• oundation Footing 5/17/2010 Footing Drains 6/21/2010 Foundation Stem Wall 6/2/2010 uffer Underground Plumbing supply pass 10-15-10 RTB Under Floor Framing • S• traps(hold downs) 8/5/2010 Ext.Shear Wall Nailing 11/10/2010 ext.shear pass 11-10-10 RTB Rough-in Plumbing 11/15/2010 • R• ough-in Plumbing 12/15/2010 Framing 12/15/2010 • F• raming 1/5/2011 framing pass 1-5-11 RTB Framing deck Blocking blocking pass 1-5-11 RTB Airseal 1/28/2011 • Insulation:Walls 1/28/2011 • Insulation: Floors 1/28/2011 • Insulation:Ceiling 1/28/2011 • Int. Shear Wall Nailing 2/14/2010 • W• allboard Nailing 3/9/2011 Wallboard Nailing 3/21/2011 • W• allboard Nailing 2/14/2011 partial garage W• allboard Nailing 2/28/2011 2nd floor GWB nailing pass 2-28-11 RTB Gas Line: Interior int. pass 10-15-10 RTB CONDITIONS for Building Permit# :BLD09-00352 1.) THE FOLLOWING MINIMUM LENGTHS (LINEAR FEET) PER 1,000 SQUARE FEET OF ROOF AREA BASED ON SOIL TYPE MAY BE USED FOR SIZING DOWNSPOUT INFILTRATION TRENCHES: COARSE SANDS AND COBBLES 20 LF MEDIUM SAND 30 LF FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF MAXIMUM LENGTH OF TRENCH MUST NOT EXCEED 100 FEET FROM THE INLET SUMP. MINIMUM SPACING BETWEEN TRENCH CENTERLINES MUST BE 6 FEET. FILTER FABRIC MUST BE PLACED OVER THE DRAIN ROCK PRIOR TO BACKFILLING. 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 SETBACK OF AT LEAST 5 FEET SHOULD BE MAINTAINED BETWEEN ANY EDGE OF THE TRENCH AND ANY STRUCTURE OR PROPERTY LINE. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. 2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) A SILT FENCE SHALL BE INSTALLED BETWEEN THE PROPOSED FOUNDATION AND THE AVERAGE SHORELINE SETBACK OF 25 FEET PRIOR TO ANY LAND DISTURBING ACTIVITY. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT SILT DOES NOT ENTER THE STREAM. IF NECESSARY A SILT FENCE SHALL ALSO BE INSTALLED SOUTH OF THE 55 FOOT STREAM BUFFER. THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. 4.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through#12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 5.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 6.) The revised site plan submitted on December 12, 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 February 4, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 7.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 8.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 9.) A minimum of two (2)on-site parking spaces shall be provided for the single family residence. 10.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. Pre-existing legal lots of record less than one acre in size in rural residential districts are subject to the stormwater requirements in Chapter 18.30 JCC and must meet the"Area of Impervious Surface Coverage"to the maximum extent practicable as determined by the administrator. Lot coverage is defined as amount of impervious surface, which includes rooftops, driveways, concrete, etc. 11.) The building height is not to exceed 35 feet. 12.) Minimum setback from Hiller Drive right-of-way shall be 20 feet. Minimum side yard setback shall be 5 feet. Minimum setback from Ordinary High Water Mark shall be 25 feet to the house foundation. Shoreline averaging is being used for this permit. 13.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 14.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 15.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. \\tidemark\data\forms\F_BLD_Permit_Bldg.rpt 3/14/2014 Jodi Adams From: Jodi Adams Sent: Friday, March 14, 2014 4:06 PM To: 'glen.bowser @terex.com' Subject: BLD09-352/MLA09-00346 Attachments: [Untitled].pdf • Hi Glen, Attached is the updated building permit to include the deck, the updated SDP including the deck on the SFR, and finally the SDP for the new deck. The approved site plans are also included. • If you have any questions please give me a call. Otherwise you are ready to build, just call the number on the bottom of the permit when you are ready for your inspections. Thank you, Jodi Adams Office Coordinator - DCD Phone 360-379-4494 All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act, a state law found at RCW 42.56. Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy (or for inspection) of this e-mail unless it is also exempt from production to the requester according to state law, including RCW 42.56 and other state laws. 1 )N COUNTY VIUNITY DEVELOPMENT ga (4A)6(k �� OPMENT CODE USE PERMIT APPLICANT ,� DATE ISSUED DATE EXPIRE, 011/4)rt 1M/11 MLA NUMBER: � 1A) � PROJECT PLAN <I\ PROJECT DESC ( • Vrl�t. ICJ NSFR WI ATT( ...,,��ea: w/deck)& U/G 250 GAL PROP TANK TO REPLACE SFR (SEE BLD07-621) and shoreline exemption permit (SDP09-00077) PROJECT LOCATION: Parcel number 960 300 010, Hillers WF TR INC TL, lot 13, Section 7, Township 29N, Range 1E, WM, located at 41 Hiller Drive, Port Hadlock 98339 CONDITIONS: 1.) THE FOLLOWING MINIMUM LENGTHS (LINEAR FEET) PER 1,000 SQUARE FEET OF ROOF AREA BASED ON SOIL TYPE MAY BE USED FOR SIZING DOWNSPOUT INFILTRATION TRENCHES: COARSE SANDS AND COBBLES 20 LF MEDIUM SAND 30 LF FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF MAXIMUM LENGTH OF TRENCH MUST NOT EXCEED 100 FEET FROM THE INLET SUMP. MINIMUM SPACING BETWEEN TRENCH CENTERLINES MUST BE 6 FEET. FILTER FABRIC MUST BE PLACED OVER THE DRAIN ROCK PRIOR TO BACKFILLING. 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 SETBACK OF AT LEAST 5 FEET SHOULD BE MAINTAINED BETWEEN ANY EDGE OF THE TRENCH AND ANY STRUCTURE OR PROPERTY LINE. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. 2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION,ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) A SILT FENCE SHALL BE INSTALLED BETWEEN THE PROPOSED FOUNDATION AND THE AVERAGE SHORELINE SETBACK OF 25 FEET PRIOR TO ANY LAND DISTURBING ACTIVITY. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT SILT DOES NOT ENTER THE STREAM. IF NECESSARY A SILT FENCE SHALL ALSO BE INSTALLED SOUTH OF THE 55 FOOT STREAM BUFFER. THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. 4.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through#12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 5.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 6.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 7.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage)yards. In no case, shall any such junk motor vehicles be stored in a critical area. 8.) A minimum of two (2)on-site parking spaces shall be provided for the single family residence. 9.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. Pre-existing legal lots of record less than one acre in size in rural residential districts are subject to the stormwater requirements in Chapter 18.30 JCC and must meet the "Area of Impervious Surface Coverage"to the maximum extent practicable as determined by the administrator. Lot coverage is defined as amount of impervious surface,which includes rooftops, driveways, concrete, etc. 10.) The building height is not to exceed 35 feet. 11.) Minimum setback from Hiller Drive right-of-way shall be 20 feet. Minimum side yard setback shall be 5 feet. Minimum setback from Ordinary High Water Mark shall be 25 feet to the house foundation. Shoreline averaging is being used for this permit. 12.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 13.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) A SILT FENCE SHALL BE INSTALLED BETWEEN THE PROPOSED FOUNDATION AND THE AVERAGE SHORELINE SETBACK OF 25 FEET PRIOR TO ANY LAND DISTURBING ACTIVITY. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT SILT DOES NOT ENTER THE STREAM. IF NECESSARYA SILT FENCE SHALL ALSO BE INSTALLED SOUTH OF THE 55 FOOT STREAM BUFFER. THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. 4.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through#12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 5.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 6.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 7.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage)yards. In no case, shall any such junk motor vehicles be stored in a critical area. 8.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 9.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. Pre-existing legal lots of record less than one acre in size in rural residential districts are subject to the stormwater requirements in Chapter 18.30 JCC and must meet the "Area of Impervious Surface Coverage"to the maximum extent practicable as determined by the administrator. Lot coverage is defined as amount of impervious surface, which includes rooftops, driveways, concrete, etc. 10.) The building height is not to exceed 35 feet. 11.) Minimum setback from Hiller Drive right-of-way shall be 20 feet. Minimum side yard setback shall be 5 feet. Minimum setback from Ordinary High Water Mark shall be 25 feet to the house foundation. Shoreline averaging is being used for this permit. 12.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 13.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 14.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations,and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on January 7, 2010 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: suburbar shoreline designation; seismic; coastal SIZP. 3.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 4.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater withdrawals(primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 5.) The parcel is located within a coastal SIPZ(seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution 44-22, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 6.) The applicant is proposing to create or add 1737 square feet of impervious surface and 1805 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require your proposal comply with Minimum Requirement#2 (Construction Stormwater Pollution Prevention) of the Department of Ecology Stormwater Management Manual for Western Washington 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. 7.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 8.) The revised site plan submitted on December 12, 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 February 4, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 9.) This approval is for a single family residence with attached garage, a second-story deck with stairs, and a 250 gallon under-ground propane tank and shoreline exemption permit (SDP14-00005) only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 10.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 11.) An address of 41 Hiller Drive, Port Hadlock has been assigned to the parcel. Hiller Drive is a county local access (C574309). 12.) The parcel is served by the Quimper public water system. 13.) The parcel was created through the Hillers Water Front Tracts on June 14, 1951 underAFN 127154. 14.) A shoreline exemption (XMP95-0042)to place approximately 90 yards of top solid between existing seawall and bank in common with a single family residence was approved on July 18, 1995. A building permit (BLD07-0621)to construct a basement and stairs under existing house and an addition was cancelled on Jun 4 2008. A shoreline exemption (SDP07-0087 associated with BLD07-0621 was cancelled on June 3, 2008. A septic permit(SEP08-0039)was approved on May 30, 2008 and SEP95-0355 is now filed with this septic permit. A building permit(BLD09-0351)for demolition of an existing residence was approved on March 3, 2010. A shoreline exemption (SDP09-00077)for construction of a single-family residence was issued on March 4, 2010. A revision to the building applicationwas submitted on December 12, 2013 that triggered a new shoreline exemption permit. 15.) Due to a recent Washington State Supreme Court Case: Futurewise v. WA State DCTED, Ecology, Case #80396-0, the Critical Areas Ordinance(Chapter 18.22, JCC)does not apply to development within Shoreline jurisdiction. Only the Jefferson County Shoreline Management Master Program (Chapter 18.25, JGC)applies to development within 200 feet of the OHWM. 16.) This project meets or exceeds all performance standards listed under the Shoreline Management Master Program (JCC 18.25.410). 17.) The proposal was reviewed for consistency with the Shoreline Management Master Program Section (JCC 18.25.090(5))and found to be consistent. The proposal is (1) a single family residence, (2)does not exceed 35 feet in height, (3) does not involve over-water construction and is located landward of the OHWM, and (4) meets or exceeds all required setbacks as set forth in said SMMP. 18.) The proposal is located within 200 feet of Ordinary High Water Mark, and is within shoreline jurisdiction per the Shoreline Master Program, Chapter 18.25 Jefferson County Code. The remainder of the parcel, landward of 200 feet from Ordinary High Water Mark is located outside of shoreline jurisdiction and is subject to the Growth Management Act and critical area codes under chapter 18.22 Jefferson County Code. 19.) Jefferson County Code(JCC) Section 18.25.410(4)(i) allows for the averaging of a shoreline setback when there are existing dwellings within 300 feet on either side of the proposed building site. The submitted site plan identifies existing dwellings on both the north and south sides. The northern dwelling setback from its foundation to the existing bulkhead (OHWM) is 14 feet 1 inch. The southern dwelling setback from its foundation to the existing bulkhead (OHWM) is 52 feet 10 inches. The propoed residence has an average setback of 30 feet and shall not be located any further waterward than the average line between the northern and southern residences. 20.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there -Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. APPEALS: septic permit (SEP08-0039)was approved on May 30, 2008 and SEP95-0355 is now filed with this septic permit. A building permit (BLD09-0351)for demolition of an existing residence was approved on March 3, 2010. A shoreline exemption (SDP09-00077) for construction of a single-family residence was issued on March 4, 2010. A revision to the building applicationwas submitted on December 12, 2013 that triggered a new shoreline exemption permit. 15.) Due to a recent Washington State Supreme Court Case: Futurewise v. WA State DCTED, Ecology, Case #80396-0, the Critical Areas Ordinance(Chapter 18.22, JCC)does not apply to development within Shoreline jurisdiction. Only the Jefferson County Shoreline Management Master Program (Chapter 18.25, JCC)applies to development within 200 feet of the OHWM. 16.) This project meets or exceeds all performance standards listed under the Shoreline Management Master Program (JCC 18.25.410). 17.) The proposal was reviewed for consistency with the Shoreline Management Master Program Section (JCC 18.25.090 (5)) and found to be consistent. The proposal is (1)a single family residence, (2) does not exceed 35 feet in height, (3) does not involve over-water construction and is located landward of the OHWM, and (4) meets or exceeds all required setbacks as set forth in said SMMP. 18.) The proposal is located within 200 feet of Ordinary High Water Mark, and is within shoreline jurisdiction per the Shoreline Master Program, Chapter 18.25 Jefferson County Code. The remainder of the parcel, landward of 200 feet from Ordinary High Water Mark is located outside of shoreline jurisdiction and is subject to the Growth Management Act and critical area codes under chapter 18.22 Jefferson County Code. 19.) Jefferson County Code(JCC) Section 18.25.410(4)(i)allows for the averaging of a shoreline setback when there are existing dwellings within 300 feet on either side of the proposed building site. The submitted site plan identifies existing dwellings on both the north and south sides. The northern dwelling setback from its foundation to the existing bulkhead (OHWM) is 14 feet 1 inch. The southern dwelling setback from its foundation to the existing bulkhead (OHWM) is 52 feet 10 inches. The propoed residence has an average setback of 30 feet and shall not be located any further waterward than the average line between the northern and southern residences. 20.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. APPEALS: Pursuant to RCW 36.70C,the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one(21)calendar days of the date of issuance of this land use decision. For more information related to judical appeals see JCC 18.40.340. ai ••mi istrator 1 M LA09-00346 \\tidemark\data\forms\F_MLT_IssuePermit_U.rpt 3/12/2014 Page 5of5 1 Figure 3. Site plan E '-. ., L'n .4 ..4 Z I ; E a, i< c a,>s _,- _ ,,, 0 '‘,7■ 0 -.gm. . !gti4.4 Cl°1 1 4 --) a 0 ' ,-• 0 t, W 0 C -' '4) (/)z>- ,. _ -,,,... o o (...) 0_(_) u.J P- ' 10 - I__a tJJ rn S •■< b I 0_ 0 0 = f'.. + MIII1 A q -'N'' 'r I 0 0 = . in ''' ..., 0 I- N z _ 0 ,.,.., 0 , ,. 1116 .._ © .4 ...„ . . . 4., ._, ....._ E.). r: I % § , . .-. w -, I U)- Iii Ul y- '. N--_,_. I Lt I 0 (1)>0 Ouj<0) LE- Z_ i< I I — 0 < 1-- 1 0_ coiLt ---------------„_______... i i•-• Z o w 4c■I CT 0 CT. Cr"--:---------- t— s i kl - crs :--: -,-: -- cp I c:=0 C',) —, f,li ....._ _ 1 1 L..., -,.. c.......) t.„, ,,_ i 1 ' I 0 LLI1 w (-) -, L._ =, I I 1..1 5 I C----- ) 1 b w > I I 1 F2 a I 1 i Zrs I > so Fe I 0 cc 1 LLJ ....1 MSEtA Bowser Deck Addition Project. 10 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE LAND USE PERMIT SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION WASHINGTON STATE SHORELINE MANAGEMENT ACT(RCW 90.58) PROPONENT: GLEN BOWSER PATRICIA BOWSER 10011 N DAVIES RD LAKE STEVENS WA 98258-8566 DATE ISSUED: March 13, 2014 DATE EXPIRES: March 13, 2015 MLA NUMBER: MLA09-00346 CASE NUMBER:SDP14-00005 PROJECT PLANNER: Donna Frostholm PROJECT DESCRIPTION: Shoreline Exemption for second floor deck WATERBODY AND/OR ASSOCIATED WETLANDS: OAK BAY PROJECT LOCATION: FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The applicants are proposing to revise a building application (BLD09-00352)for a single-family residence to include a second story deck with stairs. The house and associated deck will be constructed on a parcel along Oak Bay. This segment of the shoreline is designated as Suburban, and the shoreline setback is 30 feet from ordinary high water mark. Based on a Habitat Management Plan prepared by Marine Surveys&Assessments (dated December 12, 2013), the proposed deck and stairs will be located beyond the 30-foot shoreline setback. 3.) The application was reviewed by the Jefferson County Department of Community Development staff for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: geologically hazardous areas(seismic hazards)and seawater intrusion protection zones(coastal). 4.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. The Jefferson County Code does not require applicants for single-family residential development in seismic hazard areas to submit a geotechnical report. 5.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater withdrawals(primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 6.) The parcel is located within a coastal SIPZ(seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution 44-22, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 7.) The building application (BLD09-00352) is vested to regulations in place at the time of application. The building application was submitted after the Washington State Supreme Court Decision No. 80396-0. Based on a Unified Development Code Interpretation dated August 22, 2008, the revised building application and this shoreline exemption for the building revision were not reviewed for critical areas. 8.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 9.) The site plan, as submitted with the revised building application on December 12, 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 February 4, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) This approval is for a shoreline exemption to construct a second-story deck with stairs only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 11.) The parcel has been designated as rural residential one dwelling unit per five acres(RR 1:5) under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 12.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program JCC 18.25.090(5),which exempts the"construction by an owner, lessee, or contract purchaser of a single-family residence[in shoreline jurisdiction]for the owner's or owner's family's use..."from the substantial development permit(SDP) requirements under certain provisions. Exemptions from the substantial development permit requirements do not exempt a proposed development from compliance with the applicable policies and standards of the Shoreline Master Program or other applicable Federal, State, or local permit or license requirements. 13.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species(defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. Portions of Jefferson County, including the marine environment, are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from"taking" bald eagles. This federal law defines the term "take"and describes the possible legal consequences when a"take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/)to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 7.) The building application (BLD09-00352) is vested to regulations in place at the time of application. The building application was submitted after the Washington State Supreme Court Decision No. 80396-0. Based on a Unified Development Code Interpretation dated August 22, 2008, the revised building application and this shoreline exemption for the building revision were not reviewed for critical areas. 8.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 9.) The site plan, as submitted with the revised building application on December 12, 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 February 4, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) This approval is for a shoreline exemption to construct a second-story deck with stairs only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 11.) The parcel has been designated as rural residential one dwelling unit per five acres (RR 1:5) under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 12.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program JCC 18.25.090(5),which exempts the"construction by an owner, lessee, or contract purchaser of a single-family residence[in shoreline jurisdiction]for the owner's or owner's family's use..."from the substantial development permit(SDP) requirements under certain provisions. Exemptions from the substantial development permit requirements do not exempt a proposed development from compliance with the applicable policies and standards of the Shoreline Master Program or other applicable Federal, State, or local permit or license requirements. 13.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species(defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. Portions of Jefferson County, including the marine environment, are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from"taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a"take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. CONDITIONS: 1.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 2.) Construction shall be in substantial compliance with the site plan submitted on December 12, 2013 as it exists now or is hereafter amended by Jefferson County and/or the Washington Department of Ecology. 3.) No fill or other material may be placed in the waters or intertidal areas of Jefferson County. 4.) 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. V Q-A- _ t3 Ze,r •-•artment of Community Development S aff c: Department of Ecology, Shorelands Office, Rick Mraz Washington State Department of Fish &Wildlife, i t vt/DAh✓ Washington State Department of Natural Resources, Bridget Kaminski-Richardson \\tidemark\data\forms\F_SDP_Exemption_U.rpt 3/13/2014 Figure 3. Site plan I i. so L. y aO W Xv . �;. '< - 7 > ( . w C v � r111 �'° o O `It OOcU O l w°o A O - o `,' 0 L o wCn W ti� � N 4 !` O y `O 0 _ + 0 z °' ME _ 0 p- Q \ °N 1,aN omo W �Wz U) I z W "" I O >i \ \•` I �p D Y I mom = oM I U m I z J=Q 1 1 a �_�3 a 1 o ` z "J�°- I o w iT 9 � - I I 1 L. t - I C7 I C7 T I D C.,1 z CD I h �. N I `"`I t i o 0 Cn w U HI 3 I C----2Th I a .> I a I 1 1 2 0 cc W J J_ MSftA Bowser Deck Addition Project• 10 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD09-00352 Received Date: 10/14/2009 SITE ADDRESS: 41 HILLER DR Issue Date 3/14/2014 PORT HADLOCK, 98339 Expiration Date 3/14/2015 OWNER: GLEN BOWSER PHONE: 425-761-9690 PATRICIA BOWSER 10011 N DAVIES RD LAKE STEVENS WA 98258-8566 HILLERS WF TR INC TL SUBDIVISION: Block: Lot: 13 PARCEL NUMBER: 960300010 Section: 7 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NSFR W/ATT GARAGE (revised: w/ deck) & U/G 250 GAL PROP TANK TO REPLACE SFR (SEE BLD07-621) and shoreline exemption permit (SDP09-00077) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 959 VALUATION 355,000.00 CODE EDITION: 2006 ADD'L: 1,186 HEAT TYPE: WOD OCCUPANCY: R-2 HEAT BASE: 579 HEAT TYPE: PRO OCCUPANCY: UNHEATED: 101 #OF STORIES: OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GARAGE: 345 SETBACK: 25 DECK: 41 BANK HEIGHT: 13 SEWAGE DISPOSAL: CON WATER SYSTEM: PUD Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,421.75 LYK 10/14/09 111092 Exist: 0 Exist: 0 Plan Check $1,574.14 LYK 10/14/09 111092 Prop: 2 Prop: 3 State Building Code $4.50 LYK 10/14/09 111092 Total: 2 Total: 3 Renewal-2011 $213.00 LYK 02/08/11 120443 Renewal-2012 $222.00 LYK 02/14/12 131453 Renewal-2013 $228.00 JLA 02/26/13 140042 Permit $91.00 MEB 12/12/13 145623 Plan Check $59.15 MEB 12/12/13 145623 State Building Code $4.50 MEB 12/12/13 145623 Renewal-2014 $228.00 ZAL 02/20/14 145788 Total: $5,046.04 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL Q 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 r GAS DRYER INSTALLATION INSTRUCTIONS CANADIAN ELECTRIC DRYER INSTRUCTIONS INSTRUCTIONS POUR L'INSTALLATION DE LA SECHEUSE A GAZ (E.-U. ET CANADA) ET ELECTRIQUE (CANADA UNIQUEMENT) Table of Contents Table des matieres DRYER SAFETY 2 SECURITE DE LA SECHEUSE 17 INSTALLATION REQUIREMENTS 4 EXIGENCES D'INSTALLATION 19 Tools and Parts 4 Outillage et pikes 19 Location Requirements 5 Exigences d'emplacement 20 Electric Dryer Power Hookup-Canada . «....--7 Raccordement a reorientation electrique de Gas Dryer Power Hookup..._..._................................... 8 la sgcheuse electrique -Canada seulement 22 Raccordement dune s6cheuse a gaz 23 INSTALLATION INSTRUCTIONS 10 Venting Requirements 10 INSTRUCTIONS POUR L'INSTALLATION 25 Plan Vent System 11 Exigences concernant!'evacuation 25 Install Vent System........, 12 Planification du systeme d'avacuation 26 Install Leveling Legs................ ... ..........................12 Installation du circuit d'evacuation................. 27 Make Gas Connection 13 Installation des plods de nivetement 28 Connect Inlet Hose 13 Raccordement au gaz 28 Connect Vent 15 Raccordement du tuyau d'arrivee d'eau 29 Level Dryer 15 Raccordement du conduit d'evacuation 30 Complete Installation Checklist 16 Reglage de!`aplomb de la socheuse 31 Door Reversal........... ....16 Achever!'installation-lists de verification 31 Troubleshooting................. ...........................................16 Inversion de la ports............................................. 32 Depannage 32 INSTALLATION NOTES NOTES CONCERNANT L'INSTALLATION Date of purchase: Date d'achat: Date of installation: Date d'installation: Installer Installateur: Model number: Numr ro de modele: Serial number Munko de serie: W10240584B r 0 3 3----1--- W10240585B-SP A /A Or ill DRYER SAFETY Your safety and the safety of others are very important. ty ty �Y Po We have provided many important safety messages in this manual and on your appliance.Always read and obey all safety messages. This is the safety alert symbol. This symbol alerts you to potential hazards that can kill or hurt you and others. All safety messages will follow the safety alert symbol and either the word"DANGER"or"WARNING." These words mean: Ai DANGER You be seriously injured if you don't immediately follow instructions. it WARNING You can be killed or seriously injured if you don't follow instructions. All safety messages will tell you what the potential hazard is,tell you how to reduce the chance of injury,and tett you what can happen if the instructions are not followed. 11 WARNING- i°Risk of Fire" - Clothes dryer installation must be performed by a qualified installer. - Install the clothes dryer according to the manufacturer's instructions and local codes. - Do not install a clothes dryer with flexible plastic venting materials. If flexible metal (foil type) duct is installed, it must be of a specific type identified by the appliance manufacturer as suitable for use with clothes dryers. Flexible venting materials are known to collapse, be easily crushed, and trap lint.These conditions will obstruct clothes dryer airflow and increase the risk of fire. - To reduce the risk of severe injury or death,follow all installation instructions. - Save these instructions. 2 WARNING: For your safety,the information in this manual must be followed to minimize the risk of fire or explosion, or to prevent property damage, personal injury, or death. -Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. -WHAT TO DO IF YOU SMELL GAS: • Do not try to light any appliance. • Do not touch any electrical switch;do not use any phone in your building. •Clear the room,building,or area of all occupants. •Immediately call your gas supplier from a neighbor's phone. Follow the gas supplier's instructions. • If you cannot reach your gas supplier, call the fire department. -Installation and service must be performed by a qualified installer, service agency, or the gas supplier. WARNING:Gas leaks cannot always be detected by smelt. Gas suppliers recommend that you use a gas detector approved by UL or CSA. For more information,contact your gas supplier. If a gas leak is detected,follow the"What to do if you smell gas"instructions. IMPORTANT:The gas installation must conform with local codes,or in the absence of local codes,with the National Fuel Gas Code,ANSI Z223.1/NFPA 54 or the Canadian Natural Gas and Propane Installation Code,CSA B149.1. The dryer must be electrically grounded in accordance with local c odes,or in the absence of loci codes,with the National Electrical Code,ANSI/NFPA 70 or Canadian Electrical Code,CSA C22.1. In the State of Massachusetts,the following installation instructions apply: ■ Installations and repairs must be performed by a qualified or licensed contractor,plumber,or gas-fitter qualified or licensed by the State of Massachusetts. • If using a ball valve,it shall be a T-handle type. • A flexible gas connector,when used,must not exceed 3 feet. 3 INSTALLATION REQUIREMENTS TOOLS AND PARTS Tools needed for gas installations: Gather the required tools and parts before starting installation. Tools needed for all installations: , ,r.t ei 8" or 10" pipe wrench 8"or 10"adjustable wrench (for gas connections) Flat-blade screwdriver #2 Phillips screwdriver Pipe-joint compound resistant to LP gas Wire stripper(direct wire Tin snips(new vent Parts supplied(all models): installations) installations) to-1 Leveling legs(4) 1/4"nut driver Vent clamps (recommended) Parts supplied(steam models): C:Pr Tape measure Pliers "Y"connector Short inlet hose (. );2. Iy Level Caulking gun and compound Long inlet hose Rubber washer (for installing new exhaust vent) Parts package is located in dryer drum.Check that all parts are included. NOTE If installing dryer on pedestal,do not use leveling legs. �► C .m •�� Check local codes.Check existing electrical supply and venting. See"Electrical Requirements"and"Venting Requirements" before purchasing parts. Adjustable wrench that Utility knife Check code requirements. Some codes limit,or do not permit, opens to 1"(25 mm) or installing dryer in garages,closets,mobile homes,or sleeping hex-head socket wrench quarters.Contact your local building inspector. Optional Equipment:(Not supplied with dryer) Refer to your Use and Care Guide for information about accessories available for your dryer. 4 LOCATION REQUIREMENTS DRYER DIMENSIONS � {�� Front view: rye} AWARNING ARMING 276 (686 mm) is 000 000 Explosion Hazard Keep flammable materials and vapors,such as gasoline,away from dryer. Place dryer at least 18 inches(460 mm)above the floor for a garage installation. 353/8" (899 mm) Failure to do so can result in death,explosion,or fire. You will need: • A location allowing for proper exhaust installation. See"Venting Requirements." • If using power supply cord,a grounded electrical outlet located within 2 ft.(610 mm)of either side of dryer. See"Electrical Requirements." ■ Floor must support dryer weight of 200 lbs.(90.7 kg). LL Also consider weight of companion appliance. • Cold water faucets located within 4 ft.(1.2 m)of the water fill valves,and water pressure of 20-100 psi(137.9-689.6 kPa). 3/4" You may use the water supply for your washer using the"Y" (18 mm) connector and short hose(if needed)which are provided. Side view. ■ 20-100 psi(138-690 kPa)for best performance. • Level floor with maximum slope of 1" (25 mm)under entire 29" dryer. If slope is greater than 1"(25 mm),install Extended (736 mm) Dryer Feet Kit,Part Number 279810.If not level,clothes may not tumble properly and automatic sensor cycles may not operate correctly. ■ For garage installation,place dryer at least 18°(460 mm) above floor.If using a pedestal,you will need 18" (460 mm) to bottom of dryer. For each arrangement,consider allowing more space for ease of installation and servicing;spacing for companion appliances and clearances for walls,doors,and floor moldings.Space must be large enough to allow door to fully open.Add spacing on all sides of dryer to reduce noise transfer. If a closet door or louvered door is installed,top and bottom air openings in door are required. 3 f/2" (89 ) Optional side - ! exhaust vent location ` 1$1:4_ 6 7/e" —f•► (175 mm) 5 Back view: Closet installation(dryer only): -11111. -d!- 64l0 (159 mm) / ° 34"recommended c76 mm) T (864(rm) 48 in.2 Electric 18"m km. (310 (457 mm) _ RID 2811x" ?. (715 mm) PI 24m2 3,/z° 4" � rG�. 1\��{� 3° (155 cilia) } (89/2" (102 mm) -1.k.' (76 mm) �.i „__,,Yr) i { -,'1" Back exhaust !,' 1 (25 mm) vent location N., ► (2 FnM /.1 !."i if Cabinet installation(dryer only): f— 14" (3`8 NOTE:Most installations require a minimum of 5"(127 mm) clearance behind dryer for exhaust vent with elbow.See"Venting 7" Requirements." (178 mm) IMPORTANT:Do not operate,install,or store dryer where it will be exposed to water,weather,or at temperatures below 450 F(7°C).Lower temperatures may cause dryer not to •• shut off at end of automatic sensor cycles,resulting in longer drying times. 18" (460 mm) Installation spacing for recessed area or closet installation '<, NI dimensions show recommended spacing allowed,with tested "i;l,.I spacing of 0"(0 mm)clearance on sides and rear i M,f Is Additional spacing should be considered for ease of ' ii installation and servicing. ?j' • Additional clearances might be required for wall,door,and ..,. floor moldings. 4° I ri :ii: • Addmonal spacing should be considered on all sides of the (102 mm)y 'I :'I', - dryer to reduce noise transfer R " • For closet installation,with a door, minimum ventilation `\ 1" openings in the top and bottom of the door are required. in (25 mm) Louvered doors with equivalent ventilitation openings are (25 mm) acceptable. i Companion appliance spacing should also be considered. '- 6 r Closet Installation(stacked washer and dryer): For gas dryers mobile home installations: R Mobile Home Installation Hold-down Kit Part Number - �_ 6" 346764 is available to order.For further information,see {t5:mm) "Assistance or Service`section in your Use and Care Guide. �1 ELECTRIC DRYER ?l ,: . 76° {310 cro.go min) t POWER HOOKUP CANADA ONLY vi. °,`•" ? `��" ELECTRICAL REQUIREMENTS iii A s _ (1930 mm) A WARNING >f \Z,5'/z" :i '.0 L*Y 24 in2 ` 1 {140 mm) 3" 1155 call y�`„,,,..:110 k (76 mm) ir lir y �R1,� 1„ Electrical Shock Hazard (25 mm) } Plug into a grounded 4 prong outlet Failure to do so can result in death or electrical shock. Custom under counter installation(dryer only): It is your responsibility: ■ To contact a qualified electrical installer. II v _ R To be sure that the electrical connection is adequate and in �') ”(990 ) conformance with Canadian Electrical Code,C22.1-latest mm edition and all local codes.A copy of above codes standard �' may be obtained from:Canadian Standards Association, / 178 Rexdale Blvd.,Toronto,ON M9W 1 R3 CANADA. i To supply the required 4 wire,single phase,120/240 volt, 1" 60 Hz,AC only electrical supply on a separate 30-amp (25 mm) circuit,fused on both sides of the line. A time-delay fuse or 1' circuit breaker is recommended.Connect to an individual (25 mm) branch circuit. • This dryer is equipped with a CSA International Certified NOTE:Some models not recommended for undercounter Power Cord intended to be plugged into a standard 14-30R wall receptacle.The cord is 5 ft.(1.52 m)long.Be sure wall installation. receptacle is within reach of dryer's final location. Mobile home-Additional installation requirements: This dryer is suitable for mobile home installations. The installation must conform to the Manufactured a n Home Construction and Safety Standard,Title 24 CFR, L/1 Part 3280(formerly the Federal Standard for Mobile home construction and Safety,Title 24, HUD Part 280)or Standard CAN/CSA-2240 MH. 4-wire receptacle(14-30R) Mobile home installations require: If using a replacement power supply cord,it is recommended that AS dryers: you use Power Supply Cord Replacement Part Number 9831317. • Metal exhaust system hardware,available for purchase from your dealer. For further information,see"Assistance or Service"section in your Use and Care Guide. II Special provisions must be made in mobile homes to introduce outside air into dryer.Openings(such as a nearby window)should be at least twice as large as dryer exhaust opening. 7 • • Your dryer must have the correct burner for the of gas ry type g GAS SUPPLY CONNECTION REQUIREMENTS in your home.Burner information is located on the rating N Use an elbow and a 3/8"flare x 3/8°NPT adapter fitting plate in the door well of your dryer. If this information does between the flexible gas connector and the dryer gas pipe, not agree with the type of gas available,contact your dealer as needed to avoid kinking. or call the phone numbers referenced in the"Assistance or Service"section of your Use and Care Guide. • Use only pipe-joint compound.Do not use TEFLON® tape. LP Gas Conversion: • This dryer must be connected to the gas supply line with a listed flexible gas connector that complies with the standard IMPORTANT:Conversion must be made by a qualified for connectors for gas appliances,ANSI 22124 or CSA 6.10. technician. No attempt shall be made to convert the dryer from the gas BURNER INPUT REQUIREMENTS specified on the model/serial rating plate for use with a different Elevatrons above fd'�R'(3,048 ' gas without consulting your gas company. U When installed above 10,000 ft.(3,048 m)a 4%reduction of the burner Btu rating shown on the model/serial number GAS SUPPLY LINE plate is required for each 1,000 ft.(305 m)increase in ■ Must include 1/8"NPT minimum plugged tapping accessible elevation. for test gauge connection,immediately upstream of the gas testing connection to the dryer. Gas suite pressure • The dryer must be disconnected from the gas supply piping A E system during pressure testing at pressures greater than y)'r ii■• 1/2 psi. �r unsrjs�) a DRYER GAS PIPE • The gas pipe that comes out through the rear of your dryer A.3/8"flexible gas connector has a 3/8" male pipe thread. a 318"pipe to flare adapter fitting C. 1/8°NPT minimum plugged tapping D. 1/2°NM'gas supply"fine E.Gas shutoff valve. A *61/4" • 1/2" IPS pipe is recommended. (159 mm) U 3/8"approved aluminum or copper tubing is acceptable for lengths under 20 ft.(6.1 m)if local codes and gas supplier permit. • If you are using Natural gas,do not use copper tubing. (38 8 mm) • Lengths over 20 ft.(6.1 m)should use larger tubing and a different size adapter fitting. A.3/8'NPT dryer pipe • If your dryer has been converted to use LP gas,3/8" LP compatible copper tubing can be used.If the total length of *NOTE:If the dryer is mounted on a pedestal,the gas pipe height the supply line is more than 20 ft.(6.1 m),use larger pipe. must be an additional 10'(254 mm)or 15.5°(394 mm)from the NOTE:Pipe-joint compounds that resist the action of LP gas floor,depending on the pedestal model.For a garage installation, must be used.Do not use TEFLON®t tape. the gas pipe height must be an additional 18"(460 mm)from the floor. • Must include shut-off valve In the U.S.A.: An individual manual shut-off valve must be installed within six(6)ft.(1.8 m)of the dryer in accordance with the National Fuel Gas Code,ANSI Z223.1.The location should be easy to reach for opening and closing. In Canada: An individual manual shut-off valve must be installed in accordance with the B149.1,Natural Gas and Propane Installation Code.It is recommended that an individual manual shutoff valve be installed within six(6)ft.(1.8 m)of the dryer.The location should be easy to reach for opening and closing. t®TEFLON is a registered trademark of El.Dupont De Nemours and Company. 9 INSTALLATION INSTRUCTIONS VENTING REQUIREMENTS Exhaust hoods: WARNING^G • Must be at least 12"(305 mm)from ground or any object 1IY that may obstruct exhaust(such as flowers,rocks,bushes, or snow). efB 4" A (102 mm)/� Fire Hazard ii1Iii. ] Use a heavy metal vent. (102 mm) (64 mmi Do not use a plastic vent. (102 mm) Do not use a metal foil vent. Recommended styles: Acceptable styles: A Louvered hood C.Angled hood Failure to follow these instructions can result in death B.BOX hood or fire Elbows: WARNING: To reduce the risk of fire,this dryer MUST BE • 45°elbows provide better airflow than 90°elbows. EXHAUSTED OUTDOORS. IMPORTANT:Observe all governing codes and ordinances. Dryer exhaust must not be connected into any gas vent, chimney,wall,ceiling,attic,crawlspace,or a concealed space of a building.Only rigid or flexible metal vent shall be used for O I� exhausting. • Only a 4"(102 mm)heavy metal exhaust tre vent and clamps may be used. AM • Do not use plastic or metal foil vent. 102 m Good Better Rigid metal vent Clamps: R Recommended for best drying performance and to prevent • Use clamps to seal all joints. crushing and kinking. ■ Exhaust vent must not be connected or secured with screws Flexible metal vent:(Acceptable only if accessible to clean) or other fastening devices that extend into interior of duct ( Y ) and catch lint.Do not use duct tape. • Must be fully extended and supported in final dryer location. II Remove excess to avoid sagging and kinking that may b#4 result in reduced airflow and poor performance. III Do not install in enclosed walls,ceilings,or floors. • The total length should not exceed 7 3/4 ft.(2.4 m). NOTE:If using an existing vent system,clean lint from entire length of the system and make sure exhaust hood is not plugged with lint.Replace plastic or metal foil vents with rigid metal or flexible metal vents.Review Vent system chart and if necessary, modify existing vent system to achieve best drying performance. Improper venting can cause moisture and lint to collect indoors,which may result in: Moisture damage to woodwork,furniture,paint,wallpaper, carpets,etc. ■Housecleaning problems and health problems. Vent products can be purchased from your dealer.For more information,see"Assistance or Service"section in your Use and Care Guide. 10 PLAN VENT SYSTEM Alternate exhaust installations:(for close clearance) Choose your exhaust installation type Recommended exhaust installation: -" I -; 1 11 ------'--------='-----7.----"----__- ( 0 ) al I I ti I CO Over-the-top installation(also available I III with one offset elbow) Standard rear-exhaust hook-up Optional exhaust installations: - --0 (r1 -1-.*'10,) -----1 A WARNING t ........... e .ice f , 1 i0 0,Lilk „--0111111 Fire Hazard 1 Use a heavy metal vent. -. Periscope Insulation Do not use a plastic vent. Do not use a metal foil vent. Special provisions for mobile homes: Failure to follow these instructions can result in death Exhaust vent must be securely fastened to a noncombustible or fire. portion of mobile home and must not terminate berth the mobile home.Terminate exhaust vent outside.Ell 1.11 Ilin SHILIIIMMI UM AIM 1 I �� l• t• NMI NMI Mill l I IS '' '- I di LII r ' ..01 1 (n) 1 � +41► 1 rr a/ Dryer may be converted to exhaust out right side,left side, or through bottom.If you prefer,you may contact your local al dealer to have dryer converted. Mobile home exhaust installation All IL Determine vent path: • Select route that will provide straightest and most direct path outdoors. • Plan installation to use fewest number of elbows and turns. • When using elbows or making turns,allow as much room as possible. • Bend vent gradually to avoid kinking. • Use as few 90°turns as possible. 11 Determine vent length and elbows needed for best /' iiii iii 1.,:1 __1..\\ drying performance: Z. Connect vent to exhaust hood ■ Use following Vent system chart to determine type of vent material and hood combinations acceptable to use. NOTE:Do not use vent runs longer than those specified in Vent system chart. Exhaust systems longer than those specified will: • Shorten life of dryer: ■ Reduce performance,resulting in longer drying times and increased energy usage. The Vent system chart provides venting requirements that will help achieve best drying performance. NOTE Side and bottom exhaust installation have a 90°turn Vent must fit over the exhaust hood.Secure vent to exhaust inside the dryer.To determine maximum exhaust length,add hood with 4"(102 mm)clamp.Run vent to dryer location on 90°turn to the chart. using straightest path possible.Avoid 90°turns.Use clamps to seal all joints. Do not use duct tape,screws,or other C Vents stem chart fastening devices that extend into interior of vent to secure Y vent,because they can catch lint. Number of Type Boxflouvered Angled INSTALL LEVELING LEGS 90°elbows of vent hoods hoods 0 Rigid metal 64 ft.(20 m) 58 ft.(17.7 m) WARNING Excessive Weight Hazard I Rigid metal 54 ft_(16.5 m) 48 ft.(14.6 in) E�two ormore moos to nose and kodoN dryer. Failure to do so can result in back or other injury. 2 Rigid metal 44 ft.(13.4 m) 38 ft.(11.6 m) 3 c __ Rigid metal 35 ft.(10.7 m) 29 ft.(8.8 m) 3. Prepare dryer for leveling legs 4 Rigid metal 27 ft.(8.2 m) 21 ft.(6.4 m) -r.: INSTALL VENT SYSTEM z iii __ 1. Install exhaust hood 12"min. (305 mm) ropill i To avoid damaging floor,use a large flat piece of cardboard 0 from dryer carton;place under entire back edge of dryer. Firmly grasp dryer body(not console panel)and gently lay f2.min dryer down on cardboard. iiiiiiiiiIIIIIIIII (305 mm) Install exhaust hood and use caulking compound to seal exterior wall opening wound exhaust hood. 12 4. Screw in leveling legs 7. Open shut-off valve diamond Wie _L! F marking A A Closed valve � B.Open valve ". - _ , ,,,...r_., m— . ,_.. . ,,,,---- ,. . -,„ ... , , .n Open shut-off valve in supply line;valve is open when handle Examine leveling legs,find diamond marking.Screw legs into is parallel to gas pipe.Then,test all connections by brushing leg holes by hand,use a wrench to finish turning legs until on an approved noncorrosive leak-detection solution. diamond marking is no longer visible. Bubbles will show a teak.Correct any leaks found. Now stand the dryer on its feet.Slide the dryer until it is CONNECT INLET HOSE close to its final location.Leave enough room to connect the exhaust vent. The dryer must be connected to the cold water faucet using the new inlet hoses.Do not use old hoses. MAKE GAS CONNECTION (. rJ. Connect gas supply to dryer -N, id.8. Turn cold water off, remove and replace rubber washer v 7 - 0 4111"111111 A.Flared male fitting �� ' 1i 0 1 B.ton-flared male fitting 1�i�) r . AV a 1110 Mitt Remove red cap from gas pipe.Using a wrench to tighten, connect gas supply to dryer.Use pipe-joint compound on threads of all non-flared male fittings. If flexible metal Turn cold water faucet off and remove washer inlet hose. tubing is used,be sure there are no kinks. Check and see if rubber washer is in the"Y"connector. NOTE For LP gas connections,you must use pipe-joint Remove old rubber washer from inlet hose and replace with compound resistant to action of LP gas.Do not use new rubber washer provided. TEFLONM tape. 6. Plan pipe fitting connection 9. Attach short hose and "Y" connector liril f i IIJ71_, v -71 vo C G1 B \ A.3/8"flexible gas connector C.3/$"to 3/8"pipe elbow i` A B B.3/8'dryer pipe D.3!8"pipe-to-flare adapter fitting ,' _. If space permits,attach the brass female end of the"Y" A combination of pipe fittings must be used to connect dryer connector to the cold water faucet.See figure A. to existing gas line.A recommended connection is shown. Your connection may be different,according to supply line If"Y"connector cannot be attached directly to the cold water type,size,and location. faucet,the short hose must be used.See figure B.Attach short hose to cold water faucet.Screw on coupling by hand until it is seated on faucet.Then attach"Y"connector to brass male end of the short hose.Screw on coupling by hand until it is seated on connector. t®TEFLON is a registered trademark of E .Dupont De Nemours and Company. 13 C,Q . Tighten couplings 12. Attach long hose to dryer fill valve and tighten coupling 1 ? likliii\N licli\I 727 C-c7.5- NI Is- K: 5:7 A t Ar ,c: ::7 �;CS �� ,� � , 4011101" JO It moo. Est. r__. Using pliers,tighten the couplings with additional _ ra, • Jo, two-thirds turn. •■ NOTE:Do not overtighten.Damage to the coupling can ... t result. . 11 .Attach long hose to "Y" 1��� connector and tighten couplings Attach other end of long hose to fill valve at bottom of dryer back panel.Screw on coupling by hand until it is seated on � fill valve connector.Using pliers,tighten the couplings an additional two-thirds turn. \ NOTE:Do not overtighten.Damage to the coupling can result. _ 13. Turn on cold water faucet • riT 0 -4-V\i One end of the long hose has a wire mesh strainer inside the * ♦i■N 4 coupling.Attach this end to the"Y"connector.Attach washer cold inlet hose to other side of"Y"connector.Screw on A � coupling by hand until it is seated on connector.Using plus, tighten the couplings an additional two-thirds turn. NOTE:Do not overtighten. Damage to the coupling can Check that the water faucets are turned on. result. Ni14. Check for leaks i Nor —cA , ta2, . ) d Check for leaks around"Y"connector,faucet,and hoses. 14 CONNECT VENT LEVEL DRYER cl3.Connect vent to exhaust outlet 17. Level Dryer 5§ .I ' J l ,�.. a Place +� i [` level here � ,,\.c ;z9j ��/ ■■/�///��� .� 6 �,0 : 77.'. ._—.���,— —.�. „m.a .._.. Using a 4"(102 mm)clamp,connect vent to exhaust outlet �\--N in dryer.If connecting to existing vent,make sure vent is clean.Dryer vent must fit over dryer exhaust outlet and inside Check levelness of dryer from side to side.Repeat from front to back. exhaust hood.Check that vent is secured to exhaust hood with a 4"(102 mm)clamp. NOTE:The dryer must be level for the moisture sensing system to operate correctly. 16.Move dryer to final location Allakk 41k 4111111k lki 1 ]Wjaklia ... I I�. lc 4 Not Level LEVEL loot Level � r( _ __ _ i 1$. Tighten and adjust leveling legs � Moved \ \\ dryer to final location. Avoid crushing or kinking vent. After dryer is in place,remove corner posts and cardboard lk from under the dryer. \ €`' ;018/1i.''' IP. .'. If dryer is not level,prop up using a wood block,use wrench to adjust legs up or down,and check again for levelness. Once legs are level,make sure all four legs are snug against the ground before tightening them. 15 COMPLETE INSTALLATION tt dryer not start,check the follow CHECKLIST •Start button has been pushed firmly_ ❑ Check that all parts are now installed.If there is an extra •Dryer is plugged into an outlet and/or electrical supply is part,go back through steps to see what was skipped. connected. ❑ Check that you have all of your tools. • Household fuse is intact and tight,or circuit breaker has Li Dispose of/recycle all packaging materials. not tripped. Li Be sure the water faucets are on. 'Dryer door is closed. This dryer automatically runs an installation diagnostic routine ❑ Check for leaks around"Y"connector,faucet,and hoses. at the start of its first cycle. ❑ Check dryer's final location.Be sure vent is not crushed NOTE:You may notice an odor when dryer is first heated.This or kinked_ odor is common when heating element is first used.The odor will ❑ Check that dryer is level.See"Level Dryer". go away. Li Remove film on console and any tape remaining on dryer. . ❑ Wipe dryer drum interior thoroughly with a damp cloth to DOOR REVERSAL remove any dust. tt you prefer to reverse the door swing on your dryer. La "Dryer Use"in your Use and Care Guide. • A door reversal kit,Part Number W10277499 is available to order.For further information,see"Assistance or Service" ❑ If you live in a hard water area,use of a water softener is section in your Use and Care Guide. recommended to control the buildup of scale through the water system in the dryer.Over time,the buildup of lime scale may clog different parts of the water system,which will TROUBLESHOOTING reduce product performance. Excessive scale buildup may See the Use and Care Guide or visit our website and reference lead to the need for certain part replacement or repair. Frequently Asked Questions to possibly avoid the cost of a Electric Models: service call... Li Plug into a grounded outlet. Gas Models: ❑Check that gas supply is on_ ❑ Check for leaks- All Models: Li Select a limed Dry heated cycle,and start dryer.Do not select Air Only Temperature setting. 16 o Seattle Home Appliance Bothell & Shoreline ES Since 1954 } Rick Youngblood Rick @SeattleHomeAppliance.com 18811 Bothell Way NE,Bothell,WA 98011 18815 Aurora Avenue N,Seattle,WA 98133 425-485-0551 206-542-8911 www.SeattleHomeAppliance.com fi Front Load WFW9150WW Whirlpool®ENERGY STAR® Qualified Duet® 4.0 cu. ft. I.... Page 1 of 2 t• ENERGY STAR® Qualified Duet® 4.0 cu. ft. I.E.C. Equivalent* Front Load Washer ,` WFW9150WW ; , Whirlpool®ENERGY STAR®Qualified Duet®4.0 cu.ft. LE.C.Equivalent"Front Load Washer MSRP:$749.00 C tARZY FEAR 15-511 f MAJOR APPLIANCE _, Specifications Product Literature (�� ,.1,,4 r Electrical Requirement P 41T7 4,,,, ,p,., V°° 4,...y4 Available Colors El White ..,`.,. Model:WFW9150WW MAJOR APPLIANCE r V1 gf,/ Key Features • ENERGY STAR®Qualified more • CEE Tier III Qualified more Dimensions • Eco Heavy Duty Cycle more Height 36 Inches Dimensions shown are for planning • TumbleFreshrm Option more Depth 30 1/2 Inches purposes only For • complete Care Control Temperature Management more ., Width 27 Inches information,see • 1,200 RPM Maximum Spin Speed Installation Gross Weight Instructions packed • Smooth Spin Technology more with product. - - - - • 10 Automatic Cycles • Heavy Duty Cycle Specifications { • Whitest Whites Cycle more L(1 Construction ! • Silk Cycle more Stainless Steel wash Drum Material basket • Small Load Cycle more V Door Construction Door Window • Delicate Cycle more "' - Washer Top.Finish Powder Coat • Clean Washer Cycle with Affresh® more Performance , • Delay Wash(up to 10 hours) more 1 3-tray dispenser drawer • Quiet Wash Noise Reduction System more Dispenser Type (Detergent,bleach and fabric softener) • Stainless Steel Wash Basket more ��' �` Temperature Control Care Control • Add-A-Garment Indicator Light more " 1 System Number of Temperatures 3 • Adjustable End-of-Cycle Signal Spin Speed 1200 RPM • Automatic Dispenser System more Number of Chambers 3 • 4.0 Cu.Ft.Stainless Steel Wash Basket more Detergent Dispenser Yes Tier Level CEE Tier III level Product Literature Sound Package Quiet Series Number of Cycles 10 Owners Maa.uaL(2907_�_3.KB) (Dimension Guide(538.54 KB) https://secure5.whirlpool.com/catalog/product_printablej sp?productId=5717&productVari... 11/9/2010 Front Load WFW915OWW Whirlpool®ENERGY STAR® Qualified Duet®4.0 cu. ft. I.... Page 2 of 2 Whitest Whites Cycle Yes Energy Guide(376.51 KB) Warranty(46.57 KB) f' Heavy Duty Wash Yes / Normal Wash Yes Quick Wash Small Load You may need to install Adobe Acrobat Reader to view these documents. Delicate Wash Yes Hand Wash Silk Clean Washer Cycle Clean Washer Cycle UPC Listing Extra Rinse Yes Model"WFW9150WW"UPC:883049188102 Delay Start 10 hour delay start Add A Garment Yes Control Lockout Yes Gz) Pedestal Options 15"with drawer;10"no ✓/ Pedestal Options drawer Dimensions Height 36 Inches Width 27 Inches Install Depth Minimum 30 1/2 Inches https://secure5.whirlpool.com/catalog/product_printable.j sp?productld=5717&productVari... 11/9/2010 Gas Dryer WGD9150WW Whirlpool®Duet® 6.7 cu. ft. Front Load Dryer from Whirlpo... Page 1 of 2 hit-hoo.® Duet® 6.7 Cu. ft. Front Load Dr er .,. `, Owvv Whirlpool®Duet®6.7 cu.ft. Front Load Dryer f i y<i MSRP:$829.00 MAJOR APPLIANCE Specifications Product Literature Electrical Requirement .:P Available Colors ❑ White emu` Model:WGD9150WW � .- MAJOR APPLIANCE Key Features • Eco Normal Cycle-Duet more • AccelerCareTM Drying System more Dimensions • 8 Automatic Cycles more Height 36 Inches Dimensions shown • Timed Drying are for planning • Wrinkle ShieldTM Plus Option(up to 60 Minutes) Depth 29 Inches purposes only. For more complete Width 27 Inches information.see • Adjustable End-of-Cycle Signal Installation Gross Weig = Instructions packed with product. Product Literature Specifications Owners Manual(2986.67 KB) Capacity Dimension Guide(460.30 KB) Installation Instructions(8523.07 KB) Total Capacity 6.7 Cu. Ft. Warranty(121.86 KB) Construction Top Finish Painted t, You may need to install Adobe Acrobat Reader r to Drum Material Painted Steel Drum view these documents. Door Window Dryer Door Window Reversible Side-Swing Reversible Door Door Electrical Requirements Door Swing Side Swing 15 20Amps.60Hz. Controls Controls Electronic Control Performance UPC Listing Drum Light Interior Drum Light Model"WGD9150WW'UPC:883049188140 Lint Screen Location Front-Mounted Lint Screen Moisture Sensor AccelerCare Drying System Number of Cycles 8 Heavy Duty Yes https://secure5.whirlpool.com/catalog/product_printable sp?productId=5796&productVari... 11/9/2010 • Gas Dryer WGD9150WW Whirlpool®Duet® 6.7 cu. ft. Front Load Dryer from Whirlpo... Page 2 of 2 Normal Yes Wrinkle Control Time Up to 60 Minutes Timed Dry Time Dry 60 min Quick Dry Small Load Wrinkle Guard Wrinkle Shield Plus Feature End of Cycle Signal End of Cycle Signal Cool Down Drying/Cool Down Number of Temperatures 4 Dimensions Height 36 Inches Width 27 Inches Depth 29 Inches https://secure5.whirlpool.com/catalog/product printable.jsp?productId=5796&productVari... 11/9/2010 •Whi-g1 01 Gas Dryer (.........„PRODUCT MODEL NUMBERS OVERALL DIMENSIONS WGD9150W, WGD9250W Dryer dimensions 27° Gas supply:This dryer is equipped for use with Natural (Bee mm)—e. r�mm) B gas.Dryer can be converted to L.P.gas.When rigid r --- E- figs mm) pipe is used it should be 1/2"IPS.When acceptable ®'•e •• to the gas supplier and local codes,3/8"approved tubing may be used for lengths under 20 ft(66.1 m). /� For lengths over 20 ft(6.1 m),larger tubing should be / 1 yen or used.Pipe-joint compounds resistant to the action of 35 S,_ right side L.P.gas must be used.An individual manual shutoff (899 mm) exhaust 28''"" valve must be installed within 6 ft(1.8 m)of the dryer pt5mm) in accordance with the National Fuel Gas Code ANSI s m 3,e« 2223.1. mm) (N mm) Electrical:A 120-volt,60 Hz,AC-only,15 or 20 amp 111 �j �i� fused electrical supply is required.A time-delay fuse or L 'a circuit breaker and a separate circuit are recommended. 4 8 v 14" 3/4" (173.5 mm) (358 mm) Water(Steam models only):The dryer must be (18 mm) connected to the cold water faucet using new inlet hoses.Do not use old hoses.Do not overtighten. Custom undercounter installation-dryer only Damage to the coupling can result. Exhaust venting:Exhaust your dryer to the outside. 0 4"(102 mm)diameter vent is required.Rigid or flexible ITO� ��metal exhaust vent must be used.Do not use plastic 39"min.or metal foil vet.Exhaust hood must be at least (990 mm) 12"(305 mm)from the ground or any object that may be in the path of the exhaust. _' Hood styles:A&Bare recommended. B 4" 1" (102 mm) (25 mm) 1" (25 mm) A/ For closet installation,with a door,the minimum For cabinet installation,with a door, �.-ek 2W ventilation openings in the top and bottom of the minimum ventilation openings in I 4".I (64 mm) the door are required.Louvered doors with the top are required. A.Louvered hood equivalent air ventilation openings are (102 min) acceptable. 1 4„i B.Box hood (102 mm) C.Angled hood(acceptable) u� The vent system chart provides venting requirments that will help to achieve the best drying performance. - I 7” - (178 mm) Vent system chart 3« NOTE:Side and bottom exhaust installations have (76 mm) a 90°turn inside the dryer.To determine maximum 18"min. (310 c ry (457 mm) (310 cr1") - ---- exhaust length,add one 90°tum to the chart. II 9" .u. (230'm") Neither of Type of Box or Angled h.;:,- 11 an -_ or turns vent hoods hoods -I'l II U Ind magi....... ,..�641t.(2pm).�.�. 58 ft(17.7 m) 24 in.' " 1 4° (.'I I I � 3" (155 cm') i i i;e / -- I 1 Flgid metal 54 ft(16.5 m) 48ft(14.6 m) fly, (102 mm) (76 mm) 1=! 2 Rigid metal 44ft(13Am) 38ft(11.6m) `,.I� ( 4« (102 mm) �?i �`� 1« (25 mm) ;;r: 3 Rigid metal 35ft(10.7m) 29ft(8.8m) from) ..'::..1:, 4 Rigid metal 27ft(82ml 21ft(6.4m) 8" .. ...,..�..r...a .,,_._._............ ..........__ ...,,,.._.,...... .,......,<...,.....,.,.,... (152 mm) 1« Select the route that will provide the straightest and ;�f► t- I 1- (25 mm) most direct path outdoors. l���9 (25 mm) Plan the installation to use the fewest number of " elbows and turns. i 1! (76 mm) } ��� 40c Use the fewest 90°turns possible. Mr. 76" (310 cm") Do not use vent runs longer than specified in vent t`' I�(1930 mm) Bo chart.length mine the number of elbows you will need. 51/2° 24 in." (140 mm) � �. (155 cm') y1'�':,,1I i (76 mm ;, y I 1" 1" (25 mm) } (25 mm) Because Whirlpool Corporation policy includes a continuous commitment to improve Dimensions are for planning purposes only.For complete details,see Installation Ref.W10240584A our products,we reserve the right to change materials and specifications without notice. Instructions packed with product.Specifications subject to change without notice. 08/2009 Page 1 of 1 All Products Filters&Accessories Offers&Events Owner Center Search spar = home>products>laundry gallery>dryers>WGD9150WW 0 Email Page a Print Page . , 1 WGD9150WW SHOP WOW Dry Time= Wash Time with Accelercare® drying system. Drying system senses how fast the load is drying, how hot the air should be and when clothes are dry, stopping the cycle automatically. Wrinkle ShieldTM option tumbles the dryer every 5 minutes after the cycle is complete to help prevent wrinkles from setting into clean, dry fabrics for up to 60 minutes White Model:WGD9150WW MSRP: $829.00 +room COLORS PRODUCT FEATURES ' SPECIFICATIONS GUIDES+LITERATURE PARTS S ACCESSORIES Features Dimensions Eco Normal Cycle-Duet fO er Height: 36 Inches GUIDES&TOOLS Depth: 29 Inches AccelerCare"Drying System more Width: 27 Inches g Dryer Buying Guide T Product Help 8 Automatic Cycles mr gEg Dimensions shown are for planning purposes only.For complete Timed Drying information,see Installation Instructions packed with product. Wrinkle Shield"'Plus Option(up to 60 Minutes) more FEATURE DEMOS Q Duet®Fabric Care System Adjustable End-of-Cycle Signal llectrical Requirements 15-20 Amps. 60 Hz. MSRP is Manufacturer's Suggested Retail Price and may not necessarily be the price at which the product is sold in the consumer's area. Dealer alone determines actual price. WHIRLPOOL CARES CONTACT WHIRLPOOL PRESS ROOM INTERNATIONAL SITES SITE INDEX. ®Registered trademark/TM Trademark of Whirlpool,U.S.A.©2011 Whirlpool Corporation.All Rights Reserved. All other trademarks are owned by their respective companies.Privacy statement I Terms of use • • C • Back view: Closet installation(dryer only): -► -•f- 61/4" (159 mm) f 1 • 3" Electric 34"recommended (76 mm) t (864 mm) 48 in.2 I (310 cm2) 18"min. (457 mm) :-11 !" Cif 28'/e" ��` (715 mm) i 24 in.2 31/2" 4„ 3" (155 cm2) (89 mm) (102 mm)y(` (76 mm) f O ' 1" (25 mm) (25 mm) f- 14" (358 mm) Cabinet installation(dryer only): NOTE:Most installations require a minimum of 5"(127 mm) clearance behind dryer for exhaust vent with elbow.See"Venting Requirements". IMPORTANT:Do not operate,install,or store dryer where it will be exposed to water,weather,or at temperatures below (178 mm) 45°F(7°C).Lower temperatures may cause dryer not to shut off at end of automatic sensor cycles,resulting in longer drying times. oo 18" Spacing for recessed area or closet installation (460 mm) All dimensions show recommended spacing allowed,with tested --------- spacing of 0"(0 mm)clearance on sides and rear. • Additional spacing should be considered for ease of installation and servicing. • Additional clearances might be required for wall,door,and I floor moldings. • Additional spacing should be considered on all sides of the _ dryer to reduce noise transfer. (102 mm) • For closet installation,with a door,minimum ventilation '':\ openings in the top and bottom of the door are required. R Louvered doors with equivalent ventilitation openings are '\`` t" acceptable. 1„ (25 mm) • Companion appliance spacing should also be considered. (25 mm) i7- 6 Determine vent path: / • Select route that will provide straightest and most direct 2. Connect vent to exhaust hood path outdoors. • Plan installation to use fewest number of elbows and turns. tA • When using elbows or making turns,allow as much room as possible. • Bend vent gradually to avoid kinking. • Use as few 90°turns as possible. Determine vent length and elbows needed for best �-` drying performance: AIM • Use following Vent System Chart to determine type of vent Vent must fit over the exhaust hood.Secure vent to exhaust material and hood combinations acceptable to use. hood with 4"(102 mm)clamp.Run vent to dryer location using straightest path possible.Avoid 90°turns.Use clamps NOTE:Do not use vent runs longer than those specified to seal all joints.Do not use duct tape,screws,or other in Vent System Chart.Exhaust systems longer than those fastening devices that extend into interior of vent to secure specified will: vent,because they can catch lint. • Shorten life of dryer. • Reduce performance,resulting in longer drying times INSTALL LEVELING LEGS and increased energy usage. The Vent System Chart provides venting requirements that A WARNING will help achieve best drying performance. Excessive Weight Hazard Vent System Chart Use two or more people to move and install dryer. Number of Type Box/louvered Angled Failure to do so can result in back or other injury. 90°elbows of vent hoods hoods t 0 Rigid metal 64 ft.(20 m) 58 ft.(17.7 m) b 1 • Prepare dryer for leveling legs i Rigid metal 54 ft.(16.5 m) 48 ft.(14.6 m) �� 2 Rigid metal 44 ft.(13.4 m) 38 ft.(11.6 m) ' �F�i -b L 111111 3 ,o Rigid metal 35 ft.(10.7 m) 29 ft.(8.8 m) 4 Rigid metal 27 ft.(8.2 m) 21 ft.(6.4 m) �, - 'i b NOTE:Side and bottom exhaust installations have a 90°turn inside the dryer.To determine maximum exhaust length,add one 90°turn to the chart. To avoid damaging floor,use a large flat piece of cardboard from dryer carton;place under entire back edge of dryer. Firmly grasp dryer body(not console panel)and gently lay INSTALL VENT SYSTEM dryer down on cardboard. 1 . Install exhaust hood ` ..,_12"min. (305 mm) MIL — 12"min. - _ 305 mm) Install exhaust hood and use caulking compound to seal exterior wall opening around exhaust hood. 12 1 f r"--- (B ROO f '" ---C www.ibroof.com/specwriter/details ) ADHERED PARAPET WALL WITH METAL COPING t varies --t METAL COPING WITH — '� WATERTIGHT JOINT , GROMMET FASTENER @ 24" 2 . O.C. e ii .. ° ° IB BASE FLASHING a VERTIBOND ADHESIVE APPLIED TO THE BACK OF ° a . .a THE BASE FLASHING AND • THE WALL • a a . IB FASTENER AND PLATE @ •a 18"+ a 12"O.C. .a _ - ° FIELD MEMBRANE • INSULATION/SUBSTRATE M a a A • ROOF DECK . a' a. a a a II=• ° C 4 a . :- TERMINATION BAR OPTION: CAN a • • - BE USED IN LIEU OF p. a• • a SCREWS AND PLATES AT THE .a • BASE OF THE WALL L`�=_ ..__ __ __ °a L NOTES: 1. IB VERTIBOND BONDING ADHESIVE,APPLIED AT THE NOMINAL RATE OF 2 GALS.PER SQUARE(50%TO THE BACK OF THE SHEET AND 50%TO THE SUBSTRATE)MANDATORY ON BASE FLASHING HEIGHTS OF<18" (GREATER THAN),OPTIONAL ON HEIGHTS>18"(LESS THAN). 2. RETROFIT ROOFS REQUIRE ALL EXISTING BASE FLASHING TO BE REMOVED BEFORE INSTALLING IB MEM BRANE BASE FLASHINGS. PROJECT NAME: TITLE: FB-11 ADHERED PARAPET WALL WITH METAL COPING *Click here to link to the AutoCAD"`drawing APPROVED BY: PLOT DATE:11-08 SCALE:NTS DRAWN BY:A.SCHWAB REV:AS 11A8 47 www.ibroof.comispecwriterldetails }---- lB RoaiSySte --N c—C ROOF CURB/ HATCH DETAIL PREMANUFACTURED METAL CURB/ SKYLIGHT/HATCH --, PROVIDED WOOD NAILER NAILED @ 12"O.C. 0 4\ 24 GA. SHEET METAL COUNTER /////^J`. FLASHING, SCREWED @ 24"O.C. / N 4 1, 11. 0% ,F--- IB FACTORY CORNER IB BASE FLASHING IB FASTENER AND PLATE @ 12"O.C. 14110P IB FIELD MEMBRANE INSULATION/SUBSTRATE ROOF DECK DC D G NOTES: 1. FILL SUBSTRATE FOR THE CURBS SHOULD BE ONE OF THE FOLLOWING:PERLITE,POLYISOCYANURAT GYPSUM BASED BOARD(LIKE DENS DECKT""OR SECUROCKTm),EXTERIOR GRADE PLY WOOD OR ORIENTED STRAND BOARD. USE OF INSULATION ADHESIVE LIKE INSTA-STIKTh IS PREFERRED TO PREVENT FASTENERS FROM PENETRATING AND CREATING A SAFETY HAZARD TO ROOF HATCH USERS. 2. CRIMPING SECUREMENT SYSTEM(USE O E OF BACKER-ROD AND CRIMPED PUNCHES ED INTO THE HATCH,A PROJECT NAME: TITLE: FB-18 ROOF CURB/ HATCH DETAIL vick here to iink n r Et.A:.`c C h ' „ ,ir,.7 I PLOT DATE:11-08 APPROVED BY: DOWN BY:A.SCHWAB I REV:AS 11-08 SCALE:NTS I 54 BUILDING PERMIT EXPIRATION NOTICE Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD09-00352 SITE ADDRESS: 41 HILLER DR Date Issued: 3/8/2010 PORT HADLOCK, WA 98339 Date Expires: 3/8/2014 APPLICANT: GLEN BOWSER PATRICIA BOWSER 10011 N DAVIES RD LAKE STEVENS WA 98258-8566 13 SUBDIVISION: HILLERS WF TR INC TL BLOCK: LOTS: Section: 7 Township: 29N Range: 01 E PARCEL: 960300010 According to our records, YOUR BUILDING PERMIT HAS NOT PASSED A FINAL INSPECTION AND WILL EXPIRE ON 3/8/2014. If you do not complete the project or renew the building permit prior to expiration, you will need to reapply for the shoreline exemption approval and pay for permit review fees. Please note we have a new Shoreline Master Program (SMP) approved effective February 21, 2014. Any application received after that date shall require compliance with the new SMP. To keep your building permit active you must pay a $228 renewal fee. This will keep your permit active for one year after the date of expiration. If renewal fee is not paid by time of expiration, no more inspections can be performed until received. Please contact our office if you have any questions. Sincerely, Permit Technician \\tidemark\data\forms\F_BLD_Permit_Exp_Ntc.rpt Figure 3. Site plan 1.1 t..; z„,t3 on i:.:4 Z;' .-- i>-4 ai . .R.F., a, ",-; 7 > 1 2 L-a:M 0.2G Cia<>- ■ -.<1 . ::::, 4 & o_" = v, '5. •\... , ...1 <C .e.....) 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At , tirierAlt- - -<----t7 . 1 _ . , _ ,:.....„. ....,---.._i.. • rial. T id.h4 4 .,t3 __ :- ea. Aw. Hirgiall' •f-- ,A 1 d'l /' .4 //'.r ��WA% ,y 1 -Ale Liss e'er,. 2 1 ,9? .. ' . ,r 4 ‘241141_ ��.,� 477- 2,.7 ��,x ,. s MITCHELL ENGINEERING INC. 7821 mlond Ave.0.2 (425)747-1500 ePr V) (7' Q140 rh- 7 . / 5 a7 MAY 0 2010 w,,sM T � • •4, R 20775 �� <�ctsr -/ON a Like EXP".RES: D � 41 1' 4. PREPARED BY PROJECT t�' SHEET NO. OF DATE /4 k.0 SUBJECT Mil /1 Ffr4=1 JOB NO. —'e%/ 2 Ii, t........ . ...1- I000 � I m I4� .- �• ° O N N-4>m, 1 3 Co- i • J C N i n A co(D ' 1 v Za L i a O I v m �O Dvci -.1 N ---- 7- I I'''9. i i r, : jt. 1 NI .✓w N 1 cn• N.I Irs y/�l ../ ressit.z.L. ! y sly I/ ! ../ I ! 1 O — — O I I :� N W . �\ v01 �__ N A 4� � ID U '•`�5" 1 ~COF O iY� i I j/ Ell' _ _ _ _._l _N.w — (, n M"1-,b1 ,u r, oo i\�. o '� - I I\ / j it IU � d N � opI ( O CO Ir' a Z . n OO Ei El • � a IN O /N lb O I(a N i . ; n E g 1p e),-.. Et ill \ o_ �, Ilo `J�11 a 1 - ,, I 1, N _I co .. N .—\. .o ..I 0 1 O o A \ ri J G i �.. v« N O W SI L 2.1ur 1 (D -.._NWT 2 I mWO.c.O \ —4 co g o373 ocnocpm (D O S 0 O1l Z in - \ O m 2 A —• O • I 142 I III J 7821 - 168th Ave.N.E. MITCHELL ENGINEERING INC. Redmond,WA 98052 1 (425)747-1500 la 6 V'A LL rA r-1iAl7 1 - 0.44- ft4..1 w 4,la fI`y 4 y '"1.i1 *. I 1 I r J. Cb �. *, "=r I ails_II*I1 a •o s F p/ e; L a e, 4 - 41 0 I/ 2 Is. 21.19/1 vilnek edit 1 3 iul 2 G 4 , , �J 0-41 a •PREPARED BY PROJECT � SHEET NO. '3 OF 2° DATE �® SUBJECT JOB NO. ®� .� 7 1� 1 MITCHELL ENGINEERING INC• 7 Redmond,WA 9 052 (425)747-1500 61.41.11 ' 0 ICP -I r � .o -yam '^"'. 7'+ 'L ) - ' '.. '}_.. TZ.) Y ` ` \• • It " '1 I II I{ 11 P T . 46 71 - !tee b �..' ' ' ` i p ` . , .A.- 2•ei' f // la 2 09 net Pit 1 ,, 2 4 cp ‘,-r l PREPARED BY qta. PROJECT 444`JANI SHEET NO. i'3 OF 1 -/�0 47/—2' 7 DATE SUBJECT JOB NO. PIPE PILING NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE. PIPE PILING: PIPE PILING SHALL BE 2 INCH DIAMETER EXTRA STRONG GALVANIZED SCHEDULE 40 STEEL PIPE DRIVEN TO REFUSAL USING 90# PNUEMATIC JACK HAMMER. REFUSAL DEFINED AS ONE ONE INCH OF PENETRATION FOR ONE MINUTE OF DRIVING. PILE CAPACITY 2 TONS. CONCRETE: CONCRETE SHALL HAVE A 28-DAY STRENGTH OF 2500 PSI. MINIMUM 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAZIMUM OF 6 3/ GALLONS OF WATER PER 94# SACK OF CEMENT. REINFORCING STEEL: DEFORMED REINFORCEMENT CONFORMS TO ASTM GRADE 40. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1'-7"MINIMUM). CORNER BARS (2'-0"BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THRU#18 BARS 2 INCHES #5 AND SMALLER 1-1/2 INCHES CONCRETE NOT EXPOSED TO EARTH OR WEATHER #11 BAR AND SMALLER % INCH SLAB-ON-GRADE (FROM TOP SURFACE) 1-1/2 INCHES 444- . . _....AAtion,.01')(-House at.ueck i _ i i i . . i 14' 14'-i-•-•-----.. - i . , i ant i Stop X-Weil 7\_. corner of hcluse Enclosure \„ _x-hydrant relocated . / F' A: i TOW E1:11.65\.1 ■■•••■ . !!■—_,..... .---i. . ...7----..i-7_,,....... .........„,......„....,„._..„, ......,.._.......... or \Igor 0,, ....., ...........1__ --, ,,.. -.--,,-.„ .._.._,,,........, , + ‘ + -F r + , ou + 1 .,_ .., ___ „,..E12113-.4"7 .--- - - - - -7- - - - - - - -tz- - - - - .-s.. , , x-Panttrig i I 4'•1 ,7 / e ea( 1 ,1 6,...- i ) , \ — LT ____ _ _ _____ ___ ____ _1 _ _ . , \ 1.--- - — i -------- 1R 2' 0" / . ,::N, --„........., , A.,-'• ,,,--Z.:----:::- . I '', ii r • 41/ 22' 11 0 -- ., ; , 7 1 ......... 7........... \ .,,,,„.„,..,:,,N.„, 1 \ / : . , . _ 8'0 5/16" • a ___... N, ...,• 1\,. ........:,. .......................... 1 , ...,.. , , , . . , i , i I I • \ I / i■ / . .,‘ N\ \ ; i 1 1 ; 1 , : t ■ \ \ • , / 1 . • • . \ . 1 1 , . , i ......i I , i : 1 I i . 1 , . 1 i . 1 I ! . 1 . • . i I i k;',.. ' '''---■ -Am, h...L..ont_e§etback L.,.. i . x-ho ..e & de k . ! 1 : I I I, , \ . , adjacent ouses 1\ . 0 5'0" \ to be •emolia\ed : ! , I : I i , al 1 ! ., / I (1) , .: 1 3-0B, .•blid lid \\,, I- 1. ,. ! i 1 I/ CO ' I. 4" RwP ; 1 i \ . ! ti ; -.... 1 Q.. i 1 ! I ••• ....... ........ \\, \• I 1 1 ,i 1 i /1 el— ' ...... , .. .....A...; . . . I 1 ._____4_________---2511 1/4" ,. ..r• .•i.. , i 1 1 I I ! i 1 I ',...., \ 1 j i 1 1 i , ---i.-_,- ... 1 i / 1 1 I I / -27' 3 3/8"— \I I I 1 I \ i' \ \ \ \ I , - / 32'4"Bedrooms • \ '■,. \ '\ \ , ' . /7/8" 231-0"Main Floor , „__ t \ , i i i 14'-.3"Basement \ '\ \ \ \ 11 1 1 / l I 11.36'Top of Seawall 1 OHWM \ \ \. I : ! V !! I ■. \ \ \ ! I 1 / I I X-Seaw. \ \ I I I 1 1 , 1 ill EL: 11.36' ' \ \ \ ! 1 1 / 1 !I I •---_______ , 0\X-T ee,wtteh itecter ,/ 1 1 _.._ , • 1. I I \ i 1 I 1 W ! / I \ II 1 \ 3)8 r-- 1 1- ---r I 4- - 2 'I x-Low Retaining Wall , -Pi tin. \ 5' o'betpack ■ii/jr)0 , I J3- •00- + 4- . 4. ± 4- 0 New ez:n -•\:.,V -, , , u --• --ro• .......- .......- - —:-.\i.,- .....-. ‘:\ - 1--..\.. ...hi.1 ' i.I .....i... . 1,---+ .......(. -a-miiimiralIiam..-/ -'- refi-4i.. - -&---- -a:: I I 93.92' . \ /I I \ 1 I ' . ' r ni in, top oef rIfyall corner) / REVISED SI P'' '' pA,A.N i i dated 0 IN 1,1,01 ) „1 i Mabee'APPROVED ( N V(r0 i / by JEFF-ia'•- ■AD ii 4 i " DEPT.OF • i1V DE-t • : ENT i / siGNA I. : A Illik- -.K..'... • ......, i / i i i REVISED / SEir i i / dated 3zy160 Has been APPROVED i / ___ -JF2EIF. •44 I: lik. :,,,, 01 --- - _ _____ .. ____ _ __-- - ---- DEPT.OF C' 'I ithao,-,-,Ht■...., ow i - _____ - _____ - i --- SIGNATIP : 46- 4116 i corner of house i N. 3/16"- ------------------ii i \ A •,•-.! ' ' ! i -le i • e • % 1 „ StOrn"' ReqU'r 1 ' I c•R'■ N S N ATE PLA --I_A-' 41 Hill D er iir . SCALE: 1".8'-0" (96) ; 0' 8' le° 24' 321 8PS .....•_.- .... i 10,Fe ■ uary 10 2010 ._•---- ......._.-- i .........---. r. 7821- 168th Ave.N.E. MITCHELL ENGINEERING INC• Redmond,WA 98052 (425)747-1500 444 ,/J. # 141 c '�/,& 1. r 1/2 , T Ai/ /94 it.A5 s • _ 20775 '.. o 'DIY • 77)PREPARED BY PROJECT SHEET NO. OF DATE 5/41140 SUBJECT / 1 g pfrici JOB NO. ��' 2?3 r Ir IP I T31 I . 4 Ig W• g I i q1 1i I a ' : i i � I y I I eir. 4 I ia �11H, 1 f i T <a . 1 I I $-] r i J { � a -f_ / I I I I ,....., Pi 41: 4 /;■,._ ..... ---.. g ti -.1 r- - _ I �� f'\�t `�s Ji 9 i.Z I: rAli F,5,6i.4 ,: i p. i ...,:i /2 I o 11°L,.._:4- .1' 4, =3 `� /_ -� ! - -•-•` .'"Il • :' i N.�I I I I a o16'J Z • 11 ppI � � I� [h I 11 -' --t -1' ' § I y I vo � j I I • E, I _ 4 a_ '1 1 r. L dr g 1 g dr..„,, „... ,.. .z 1 - 18 ' 0 - \III :: ; !1 I II -m--.1 ,. = �',. . I ,I I I I f J 1:I 1 1 _ V ' '.. .. .. .. .�. .._rte.. ..t I r • H I i to 1 1 L 1 H .*• u p I II f � i T i NWT CD • '0 jAtJNr rW� .At CJl� _ \ O' I 2 011 I .kwb41 -iCOg{7Dk - •2 co to m� a I TpT �� I ,,,,001 QWi \ I 0-0 OB z \\I — n •^i of 4 I P I I MITCHELL ENGINEERING INC• 7821- 168di Ave.N.E. Redmond,WA 9 052 (425)747-1500 • • CAI Para TT . - 444: 0144" . 4J; S. y. - --------z..iiriciniimil --,..-.- :,,, ,... . 44- -,-:: • ,., ..., . l \ ,,,it..' ',. t 7 7 7 , -:. -: -. , -" 8 '4 li . • ' '' P r --1 -or-t- • _. LA mat C I •4 f 7 .. _ _ .4-. .w�_'�._`.,.. X21 - - - : - - � ; - - • t s • 1L . • J . Ir . : . ,_ . ;. if i i : . 45tiTia.11 4A -: . . _ . • . . 'REPARED BY PROJECT � '"' SHEET NO. 3 OF )ATE 54 to SUBJECT JOB NO. 47--' 7 PIPE PILING NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE. PIPE PILING:PIPE PILING SHALL BE 2 INCH DIAMETER EXTRA STRONG GALVANIZED SCHEDULE 40 STEEL PIPE DRIVEN TO REFUSAL USING 90# PNUEMATIC JACK HAMMER. REFUSAL DEFINED AS ONE ONE INCH OF PENETRATION FOR ONE MINUTE OF DRIVING. PILE CAPACITY 2 TONS. CONCRETE: CONCRETE SHALL HAVE A 28-DAY STRENGTH OF 2500 PSI. MINIMUM 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAZIMUM OF 6 % GALLONS OF WATER PER 94#SACK OF CEMENT. REINFORCING STEEL: DEFORMED REINFORCEMENT CONFORMS TO ASTM GRADE 40. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS(1'-7"MINIMUM). CORNER BARS(2'-0"BEND)SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THRU#18 BARS 2 INCHES #5 AND SMALLER 1-1/2 INCHES CONCRETE NOT EXPOSED TO EARTH OR WEATHER #11 BAR AND SMALLER 3 INCH SLAB-ON-GRADE(FROM TOP SURFACE) 1-1/2 INCHES 4/4- v --I * Ili -b m --1 —1 -o u) —I -+) X -- 01 01 C7 r- x -5 -s cn X C. 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New Baton Rouge Showroom Now Open Premium quality open flame gas and electrical lanterns custom built in copper or stainless steel enhancing any or business with elegantly crafted fixtures and accessories. Home Shopping Cart Checkout Your Account a Login to enhance your shopping experience.L•gin or Create an ACcount Categoriesr-- -. .___.___---.. ----_-------.___.._---------------------- ------- — I Location Store Home -FLO-GLO Hot Surface janitor-TITAN 5500-Igniter French Quarter Lantern French Quarter Lantern TITAN 5500-Igniter on Duckbill Bracket The FLO-GLO'm electronic ignition and flame supervision system is a,;stent pending 120VAC hot surface igniter designed specifically for gas lights(more information can be French Quarter Lantern found @ www.flo-glo.com), on Gooseneck Bracket The FLO-GLO system uses a hot surface igniter to ignite and monitor gas flow.Think of French Quarter Lantern the hot surface igniter as being similar to an electric stovetop that glows red hot.When on Premium"5"Scroll - the microprocessor in the FLO-GLO system calls for heat(is turned on)the coil glows Bracket red hot and then gas begins to flow,the glow coil remains red hot for ten seconds. Therefore the gas ignites first time every time,unlike spark igniters. Garden Arch 6'span Also,FLO-GLO senses the flame via the"flame current"(i.e.the electrical current that center to Center - -- passes from the glow coil to the burner tip).This results in much more accurate flame 6 Sided Ceiling Light sensing therefore increasing functionality and safety. Fixture The 120V eliminates the need for a transformer,the hot surface igniter is more durable, ignition is more reliable,the attractive weatherproof design facilitates installation and French Quarter Flush the modular construction facilitates repair by laymen. Mount Price:;325.00 Warehouse Pan on Gooseneck London Street Lantern French Quarter Lantern On Scrolled Post Mount Bracket 6 Sided French Quarter • on Premium Full Scroll _ Bracket Governor Lantern Sculpted Yoke V Beaux Colonial Lantern Email This Item to a Friend Contemporary All required fields are marked with a star(*).Click the'Add To Cart'or'Add To Wish List'button at the bottom of this form to proceed. London Street 4-Sided on Braided Mustache Item Quantity French Quarter on Double Scroll Mustache Bracket Quantity* Slim Six-sided French Enter the appropriate quantity for this item below, Quarter Standard Finial It Chandelier Governor Stainless Steel I Add To Cart I I Add To Wish List Lantern Chandelier Braided Craftsman Lantern French Quarter with Church Top and Bottom French Quarter with Church Top Finial Contemporary Stainless Steel Lantern Chandelier Scrolled Six-sided French Quarter Church Top and Bottom Slim Six-sided French Quarter Church Top Finial Slim Six-sided French Quarter Church Top and Bottom French Quarter Post New Orleans Post Custom Mail Boxes Maison Esplanade Page 2 of 2 Six-sided French Quarter Church Top Finial French Quarter Flush Mount with Church Top Finial French Quarter Lantern on Classic Yoke Colonial 4-Sided on Gooseneck Bracket Broad Governor with stack and double burner Rolled Top Stainless Steel Lantern London Street Lantern- 4Sided Versailles Lantern Basin Street Six-sided French Quarter Standard Finial Mansard Pedestal Column Mount with Spider FLO-GLO Hot Surface Igniter FLO-GLO Hot Surface Igniter Video Electric Options Lantern Brackets and Mounts London Street 35"on Chain with Five Candles Shopping Cart There are no items in your shopping cart. 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Data contained in this map is limited by the method and accuracy of its collection.Wed Oct 14 12:06:12 2009 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 10/14/2009 a a Iii ctr y (-1->cci-352 Progressive Insulation 3518 Fremont Ave North,PMB#292 Seattle,WA 981034814 01-06-2010 Michael Hoskins Department of Community Development 621 Sheridan Street Port Tovvnsend,WA 98368 Reference:Thom Graham Residence Mr. Hoskins, Please find attached the revised Sunday Run Energy analysis for the subject residence. I have made the changes requested by Luke Howard. If you have any questions,please contact me. Thank You. Shawn Wate Progressive Insulation 360-866-1056 1 Su Ay version 3.1 Building Energy Use simulation Program `i ` Copyright 1988 Ecotope, Inc. 2812 East Madison St. , Seattle WA 98112 (206) 322-3753 Building Label : Default Building Jan-06-2010 Station: Seattle WA TMY2 Building Heat Loss Rate (Btu/Hr-F) 982.4 Thermal Mass (Btu/F) 11592.7 Internal Gains (Btu/Hr) 3000.0 Thermostat Heating SetPoint Temperature (F) 65.0 Thermostat cooling SetPoint Temperature (F) 78.0 Thermostat setback Temperature (F) 65.0 Night Time setback Duration (Hr) 0.0 Appliance Balance Point Temperature (F) 61.9 Annual Building Heating Load (1000's Btu) 67785 Annual Building Heating Load (kwh) 19861 Sunday Predicted Energy use Set-point Appliance Actual useful useful Fract Fract heating bal-point heating cooling solar appl useful useful month load load load load gain gain solar appl 1000's Btu Jan 18208 15976 13838 0 2138 2232 1.00 1.00 Feb 13871 11855 9048 0 2807 2016 0.91 1.00 Mar 14808 12587 8528 0 4058 2222 0.80 1.00 Apr 11189 9083 4865 0 4218 2106 0.71 0.97 May 7395 5413 1835 758 3579 1982 0.48 0.89 June 4441 2781 411 1171 2370 1661 0.31 0.77 July 2236 965 7 3143 958 1272 0.12 0. 57 Aug 1785 660 0 2580 660 1125 0.09 0. 50 Sept 4849 3232 1137 1921 2094 1617 0.33 0.75 Oct 9138 6956 4271 71 2686 2181 0.64 0.98 Nov 14314 12154 9923 0 2231 2160 0.92 1.00 Dec 17817 15585 13922 0 1663 2232 0.99 1.00 Total 120052 97247 67785 9644 29462 22805 0.48 0.87 I 1 �, December 3i 2009 JOHN THOM GRAHAM 9504 PHINNE 'VE N SEATTLE WA 9.103-3026 RE: SITE ADDRE S: 41 HILLER DR CASE#: BLD S•-00352 Dear JOHN THOMA G HAM: We have started the plan review process on the subject permit. Unfortunately, we are unable to finish the necessary plan rev -w. We are in need of additional information and/or items as listed below: 1 Provide a revised energy study •unday program or equal)to reflect the requirments of the 2006 State Energy Code. Please submit the necessary items in • der for us to complete the plan review process of this permit. If you should have any question- please feel free to contact me at (360) 379-4450. Sincerely, t Plans Examiner c: File OWNER/BUILDER C� AT �/ - ktc:e_ - �► 09_340 j E OM a50 qA(-- JEFFERSON COUNTY PERMIT CENTER APPLICANT:iChn 1 r i'l A S 0 J 1 Q>v l PHONE: 2 t (o-(c-1 .- 4 a �1 SITE ADDRESS: `l I FL lo/. ht7,, DATE: ( D-14frOg 1. HEALTH APPROVAL PERMIT# SEP 0 6.1 .131 -1 -(oZ t WATER FOOD SERVICE 2. SHORELINE BANK HEIGHT SETBACK 3. FLOOD ZONE 4. FOREST PRACTICE APP (CLASS ) 5. PLANNING APPROVAL CRITICAL AREA REVIEW- c . 1()-14-69 7. ZONING 8. HEIGHT 9. LOT COVERAGE 10. ADDRESS 1 EE ( 12. C NTRACTOR'S LICENSE Dior c_ ' 1.1 -z-. ENERGY SHEET 14. BOND HOLDER/LENDER 15. NTT 16. SETBACKS 17. PROVIDE WA STATE ENGINEER STAMP/ARCHITECT'S STAMP 18. STORMWATER SITE PLAN 19. D.O.T. ACCESS APPROVAL FLOW FOR COMMERCIAL STRUCTURES 21. P REVIEW 81(-, -(5 - it OCCUPANCY: 2. TYPE OF CONST: 23, EXPOSURE: 24. WIND: 25. SNOW: 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. C a�S jpd,:k ay Version 3. 1 ?S, I Building*ay Use Simulation Progr Copyright 1988 Ecotope, Inc. 2812 East Madison St. , Seattle WA 98112 (206) 322-3753 Building Label: Proposed Building (. t Sept-28-2009 Station: Seattle WA TMY2 Building Heat Loss Rate (Btu/Hr-F) 980. 6 Thermal Mass (Btu/F) 11592 .7 Internal Gains (Btu/Hr) 3000. 0 Thermostat Heating SetPoint Temperature (F) 65.0 Thermostat Cooling SetPoint Temperature (F) 78 . 0 Thermostat Setback Temperature (F) 65. 0 Night Time Setback Duration (Hr) 0.0 Appliance Balance Point Temperature (F) 61. 9 Annual Building Heating Load (1000's Btu) .14 67583 Annual Building Heating Load (kWh) 19802 Sunday Predicted E rgy e Set-point Appliance Actual 1 Useful Fract Fract heating bal-point heating cooli so ar appl useful useful 1th load ' load load loan gain gain solar appl 1000's Btu 1 18174 15942 13804 0 2138 2232 1.00 1 .00 3 13846 11830 9023 0 2807 2016 0. 91 1.00 14781 12559 8502 S 40 2222 0.80 1.00 11168 9062 4846 0 4 6 2106 0.71 0. 97 ,r 7381 5399 1824 761 75 1981 0.48 0.89 1e 4433 2773 407 175 366 1660 0.31 0.77 Ly 2232 961 7 149 954 1271 0. 12 0.57 I 1782 658 0 587 658 1124 0.09 0.50 yt 4840 3223 11 924 2092 1617 0.33 0.75 9121 6940 4254 71 2685 2181 0. 64 0. 98 r 14287 12127 9896 0 2231 2160 0. 92 1. 00 1. 17784 15552 13889 0 1663 2232 0. 99 1. 00 :al 119827 97024 67583 9668 29441 22803 0. 48 0.87 Say Version 3. 1 ?g,Building iergy Use Simulation Progra, Copyright 1988 Ecotope, Inc. 2812 East Madison St. , (Seattle WA 98112 (206) 322-3753 Heatloss Calculation Sheet Proposed Building Sept-28-2009 Component Area U-Value UA S Walls R-10 Foam Ext 7-0 depth 450.0 0.0560 25.2 R-21 2x6 Demilec Int Lap 2791.0 0. 0540 150.7 C g ' R-2 •emilec Attic 5.5" @16" OC 1186.0 0.0466 55.3 Floors R-21 Demilec 5.5" Joist @ 16oc 368 .0 0. 0383 14 . 1 R-10 Exterior Vertical insulated 797 .0 0.5400 430.4 Windows ( !S Vinyl Double Low-E Standard 51.0 0.3500 17 . 8 Vinyl Double Low-E 51.0 0.3000 15.3 Vinyl Double Low-E Standard 51.0 0.3500 17 .8 Vinyl Double Low-E 51.0 0. 3000 15.3 Vinyl Double Low-E Standard 51.0 0.3500 17 .8 Vinyl Double Low-E 51.0 0.3000 15.3 Vinyl Double Low-E Standard 51.0 0.3500 17 .8 Vinyl Double Low-E 51.0 0.3000 15.3 Infiltration 27358. 0 0. 35 172 .4 Building Heat Loss Rate (Btu/Hr-F) 980. 61 4 N Salay Version 3. 1 S` 3 Building ergy Use Simulation Progr Copyright 1988 Ecotope, Inc. 2812 East Madison St. , Seattle WA 98112 (206) 322-3753 Building Label: Default Building Sept-28-2009 Station: Seattle WA TMY2 Building Heat Loss Rate (Btu/Hr-F) 1017 . 9 Thermal Mass (Btu/F) 11592 .7 Internal Gains (Btu/Hr) 3000.0 Thermostat Heating SetPoint Temperature (F) 65.0 Thermostat Cooling SetPoint Temperature (F) 78 .0 Thermostat Setback Temperature (F) 65 .0 Night Time Setback Duration (Hr) 0. 0 Appliance Balance Point Temperature (F) 62 . 1 Annual Building Heating Load (1000's Btu) 71695 Annual Building Heating Load (kWh) 21007 Sunday Predicted Energy Use Set-point Appliance Actual Useful Useful Fract Fract heating bal-point heating cooling solar appl useful useful ith load load load load gain gain solar appl 1000's Btu z 18864 16632 14490 0 2142 2232 1.00 1. 00 14372 12356 9533 0 2822 2016 0. 91 1.00 15342 13120 9031 0 4089 2222 0.81 1.00 _ 11592 9486 5234 0 4252 2106 0.72 0. 98 7661 5679 2041 708 3639 1982 0. 49 0. 89 ze 4602 2935 495 1102 2440 1666 0.32 0.77 Ly 2317 1038 19 3018 1019 1279 0. 13 0.57 J 1849 714 0 2441 714 1135 0. 10 0.51 pt 5024 3404 1271 1869 2133 1620 0.33 0.75 9467 7282 4585 55 2697 2185 0. 64 0. 98 T 14830 12670 10433 0 2237 2160 0. 93 1.00 18459 16227 14562 0 1666 2232 0. 99 1.00 :al 124380 101544 71695 9193 29849 22836 0. 49 0. 87 4 JEFFERSON COUPTY cod DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street SAS Port Townsend, WA 98368 Al Scalf, Director FAX TRANSMITTAL DATE: r.C, 1,9 2 O 1 TO: u � Crla�.'t W rz ?acre4061. PHONE: (. ) FAX: (9 ) - 2:b�o 2t1 �j NUMBER OF PAGES including cover: 5 FROM: V 1\LIrkP &L 17�sKi6.4 S JEFFERSON COUNTY COMMUNITY DEVELOPMENT PHONE: (360) 379-4450 FAX: (360) 379-4473 SUBJECT: Su ■cA \ft,vs?D \ `3, \ *LA 4 COMMENTS: ` 42—tttek'S 6 R!A Building Permits/ Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (360) 379-4451 r • • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER OWNER JOB LOCATION Inspection of this structure has found the folio ng violations: 14J190 O ScoO(1 of r P we_ v 4r4 P ArtiMir dal ift/a)( Pe (Ce-C " - fpt0�c,�� You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date b f 3 Inspector BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE Jefferson County DCD Building Division Correction Notice PERMIT NUMBER OWNER JOB LOCATION At &. Inspection of this structure has found the foil',wing violations: l�! 4 ZVS '1 t.,, to You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date ( Inspector BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE r - Jefferson County Building Divan Permit NumbeLD09-00352 Applicant: GRAHAM BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that 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 Minimum setback from Hiller Drive right-of-way shall be 20 feet. 1,,t� u 5'T�;"�k Minimum side yard setback chall be 5 feet. Minimum setback from / Ordinary High Water Mark(existing concrete bulkhead)shall be 25 Yz. /1 feet to the house foundation. Erosion Control /a J/ C SEE CONDITIONS 2&3 Foundation Footing 6-- "VII V(-6, Footing Drains ).1--I Q � '� -eL / i ; (4L61-14, (y2,-` Foundation Stem Wall 10` Underground Plumbing 7W 4( k / Under Floor Framing //A Straps(hold downs) e,.5._(0 Ext. Shear Wall Nailing ///0, /d 1 am Rough-in Plumbing Framing /-S-1/ jG Blocking f S- .// l/jam Airseal Insulation:Walls ..D(-1 P Insulation: Floors 1-12t I Insulation:Ceiling (-1)1-11/ , Int. Shear Wall Nailing JA iv to. r -fi3 7_ Wallboard Nailing ) r i P 3 Gas Line: Interior 7 /10°A Gas Line: Exterior '71 I■0 Propane Tank •-I W Heat/Chimney Clearance /0r2T)-z� L< < 4d yT L1 �. t w d 1r�- f- 3 k i��l� o io Drywell/Alt Drainage ` SEE CON ITION I FOR TRENCHES Address Posted R-510 r0;. eif/frd-1/ r1g. Xekti-- -litAy \1NTA FINAL INSPECTION 5/7 c# ,e54 c , FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • BUILDING PERMIT ID Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD09-00352 Received Date: 10/14/2009 SITE ADDRESS: 41 HILLER DR Issue Date 3/8/2010 PORT HADLOCK, 98339 Expiration Date 3/8/2011 OWNER: JOHN THOMA GRAHAM PHONE: 360-215-4002 9504 PHINNEY AVE N SEATTLE WA 98103-3026 HILLERS WF TR INC TL SUBDIVISION: Block: Lot: 13 PARCEL NUMBER: 960300010 Section: 7 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NSFR W/ATT GARAGE & U/G 250 GAL PROP TANK TO REPLACE SFR (SEE BLD07-621) and shoreline exemption permit(SDP09-00077) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 959 VALUATION 355,000.00 ADD'L: 1,186 HEAT TYPE: WOD CODE EDITION: 2006 HEAT BASE: 579 HEAT TYPE: PRO OCCUPANCY: R-2 UNHEATED: 101 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GARAGE: 345 SETBACK: 25 DECK: 41 BANK HEIGHT: 13 SEWAGE DISPOSAL: CON WATER SYSTEM: PUD Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,421.75 LYK 10/14/09 111092 Exist: 0 Exist: 0 Plan Check $1,574.14 LYK 10/14/09 111092 Prop: 2 Prop: 3 State Building Code $4.50 LYK 10/14/09 111092 Total: 2 Total: 3 Total: $4,000.39 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 7 am the day 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 p Cyst t() • CONDITIONS for Building Permit# :BLD09-00352 1.) THE FOLLOWING MINIMUM LENGTHS (LINEAR FEET) PER 1,000 SQUARE FEET OF ROOF AREA BASED ON SOIL TYPE MAY BE USED FOR SIZING DOWNSPOUT INFILTRATION TRENCHES: COARSE SANDS AND COBBLES 20 LF MEDIUM SAND 30 LF FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF MAXIMUM LENGTH OF TRENCH MUST NOT EXCEED 100 FEET FROM THE INLET SUMP. MINIMUM SPACING BETWEEN TRENCH CENTERLINES MUST BE 6 FEET. FILTER FABRIC MUST BE PLACED OVER THE DRAIN ROCK PRIOR TO BACKFILLING. 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 SETBACK OF AT LEAST 5 FEET SHOULD BE MAINTAINED BETWEEN ANY EDGE OF THE TRENCH AND ANY STRUCTURE OR PROPERTY LINE. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. 2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) A SILT FENCE SHALL BE INSTALOBETWEEN THE PROPOSED FOUNDA AND THE AVERAGE SHORELINE BACK OF 25 FEET PRIOR TO ANY LA DISTURBING ACTIVITY. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT SILT DOES NOT ENTER THE STREAM. IF NECESSARY A SILT FENCE SHALL ALSO BE INSTALLED SOUTH OF THE 55 FOOT STREAM BUFFER. THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. 4.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through#12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 5.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 6.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 7.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage)yards. In no case, shall any such junk motor vehicles be stored in a critical area. 8.) A minimum of two (2)on-site parking spaces shall be provided for the single family residence. 9.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. Pre-existing legal lots of record less than one acre in size in rural residential districts are subject to the stormwater requirements in Chapter 18.30 JCC and must meet the"Area of Impervious Surface Coverage"to the maximum extent practicable as determined by the administrator. Lot coverage is defined as amount of impervious surface, which includes rooftops, driveways, concrete, etc. 10.) The building height is not to exceed 35 feet. 11.) Minimum setback from Hiller Drive p-of-way shall be 20 feet. Minimum side yl setback shall be 5 feet. Minimum setback from Ordinary High Water Mark(existing concrete bulkhead) shall be 25 feet to the house foundation. Shoreline averaging is being used for this permit. 12.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 13.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 14.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 1 '1% STATE OF WASHINGTON DEPARTMENT OF ECOLOGY P.O.BOX 47600 • Olympia, Washington 96304.7600 • (200 469.6000 March 8, 1994 Mr.John Latiamba Temp Cast, Enviroheat P.O. Box 40 Port Colborne, Ontario, Canada L3K SV7 Re:Temp Cast 2001 Masonry Heater Dear Mr. LaGamba: Thank you for submitting the burn test results and the product literature for your masonry fireplace units. The Temp Cast units meet our emission and other criteria for Installation and use in Washington. These units can be sold and installed for use in Washington during any air quality conditions that EPA exempt wood stoves are allowed to operate. If you have any questions, do not hesitate to contact me at(206)407-6810. Sincerely, (gen Pittarrierp,, Alan Newman, P.E. Environmental Engineer AN:rr cc: John Bell Map Output S CMS rc HTML Viewer Ma. +� 098400007 I 3 ►r 960.3C0005 a ' 1 F t c a X Tla%IiJ_ Legend ad Features s:sys:roa z 1 1 1, ftA'kys, 8'6tldas f g3 la { 41,4 l� FOR NF Z`� "Gras 4 , 960,00,6 , ,, ,. efferson�RMA710NAL PURPOSES _,, OSE ' zr <. orrectness or County does not 12:03:26 alidit attest to the.accuracy 2009 y Data � , contained in this y of the data contained map is limited b the herein and y the method and makes no warranty collection.itwed Octt10 its http://gisserver/servlet/com.esri.esrimap.Esrimap9.seicelV ame_- ovmap&ClientVers•• 10/14/2009 o �, � 1 Date I -4 ^ 1 ` time received l ' 3S am / Mon. Tues. Wed. Thur. Fri. - 5z- BtD: Date: ate. \ ^� OWNER: Contact Name: ADDRESS: ��" �` Contact Number.360 T3 1 lJv . ' 7 /'i �f�f� � 206 Notes: --( ' i 115 64d, Foundation Plumbing • Framing Propane Tank Mechanical Setbacks _ Under-ground Framing V Under ground _ Furnace _ Footing Rough in Air seal Above ground Stemwall _ Exterior Hydronic Exterior shear Exte i r lines Gas Oil — _ Straps Interior shear _ Interior lines Ducts _ Post Hole — Ventilation Appliance Underfloor Gas/wood stove_ Man-Homes — Setbacks Insulation . Final Ins�pc on M" X Foundation r Block&Tie _ floor _wall ceiling Address Posted - 4,, .r` I Date time received ► am /411"1� Mon. Tues. Thur. •• Fri.4 t - '3c BL 2.°-. Date: I. t .5- OWNER: C?fi1 Contact Name: ADDRESS: "t " t. Contact Number:360 t �.( G 7 206 Notes: 7, Foundation Plumbing - Framing ..v. Propane Tank Mechanical Setbacks Under-ground^ Framing Under ground Furnace Footing Rough in Air seal / Above ground Gas — Stemwall __ Hydronic Exterior shear C/ Exterior lines _ Oil Straps Interior shear Interior lines Ducts Post Hole _ Ventilation . i Appliance Underfloor Gas/wood stove— Man-Homes Setbacks • Insulation Final Inspection Foundation Block&Tie — floor _wall ceiling Address Posted 16 1/1/\. c 3 II Date _1�1 ti received ")'+, am / p Mon. Tue Wed. Thur. • Fri. C , S lD BLD: � —. �� I �j , Z- Date: OWNER: (C71 ■ Li Ci4,CC,:v,...— f. Contact Name:‘Ak ADDRESS: Contact Number:360--5 15 J O 7 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks ' / Under-ground Framing Under ground _ Furnace Footing J� Rough in Air seal Above ground Gas Stemwall Hydronic Exterior shear _ Exterior lines _ Oil _ Straps Interior shear Interior lines Ducts _ Post Hole _ Ventilation Appliance — Underfloor Gas/wood stove Man-Homes Setbacks _ Insulation Final Inspection Foundation_ Block&Tie _ floor _wall ceiling Address Posted _. __._� • 14111 - Date 6 tin received I A`A am /( on Tues. Wed. Thur. -Fri. BLD: l S 5-2--- Date: to a OWNER: 6/1CLG 1/1 Contact Name: ADDRESS: 4v i ,l ctjt Contact Number:360 35C-32S 7 Notes: 206 Foundation Plumbing - Framing Propane Tank Mechanical Setbacks _ Under-ground Framing Under ground _ Furnace _ Footing Rough in Air seal Above ground Gas _ Stemwall _ Hydronic Exterior shear _ Exterior lines Oil _ Straps Interior shear Interior lines _ Ducts Post Hole Ventilation Appliance _ Underfloor Gas/wood stove Man-Homes — Setbacks Insulation Final Inspection Foundation Block Brie _ floor wall ceiling Address Posted ,44.4 .r W . , V tit i Date &-` Ame received Ci,Vt P pm M Tues. .Wed. Thur. Fri. BLD: —!,V'q0� Date: ` OWNER: 6'2t V r it\ Contact Name: ADDRESS: k H-1 t a/ . Contact Number:360 3g5":"":5281-7 c 206 Notes: t? (4 AAA v. Foundation Plumbing - Framing Propane Tank Mechanical Setbacks Under-ground_ Framing Under ground Furnace _ Footing Rough in Air seal Above ground Gas _ Stemwall Hydronic Exterior shear Exterior lines _ Oil _ Straps Interior shear _ Interior lines Ducts Post Hole _. Ventilation Appliance Underfloor Gas/wood stove Man-Homes Setbacks _ Insulation Final Inspection Foundation Block&Tie _ floor _wall ceiling Address Posted / - / I, aliMINUIMINI Date (2 ( time received > ( 7 am ! in., Mon. Tues. Thur. •••Fri. BLD: 00 3 V ti Date: OWNER: C'Vat `k i _( ,� r--) Contact Name: ADDRESS: `-ti \ �4 l' G& U Contact Number.360 ?�/ ' 2 3 6 �y 206 Notes: ( I Foundation Plumbing Framing Propane Tank Mechanical Setbacks _ Under-ground Framing Under ground _ Furnace _ Footing �� Rough in Air seal .— Above ground Gas _ Stemwall _�"� Hydronic Exterior shear Exterior lines Oil _ Straps Interior shear _ Interior lines i Ducts _ Post Hole Ventilation Appliance _ Underfloor Gas/wood stove Man-Homes Setbacks _ Insulation. Final Inspection Foundation Block&Tie _ floor wall ceiling Address Posted L__ _` _ _ . Wililliiiill Date \ \ 1 time received e%t ; m / pm Mon. Tues. 0 Thur. Fri. Er BLD: `-"--,.•�f♦� Date: t t" OWNER: a Contact l ontact Name; ADDRESS: I fi 'ill.. k t,, �-c..,,3 Contact Number:360 3 e ie-0 a S7 Notes: 206 Foundation Plumbing Framing Propane a ne Tank Mechanical -.. Mecham Setbacks Under-ground Framing _t2/ Under ground — Furnace _ Footing Rough in Air seal Above ground Gas — Stemwail Hydronic Exterior shear Exterior lines Oil _ Straps Interior shear Interior lines Ducts _ Post Hole _ Ventilation Appliance _ Underfloor Gas/wood stove Man-Homes Setbacks ^ Insulation Final Inspection Foundation Block&Tie _ floor _wall ceiling Address Posted ■ . -,- 4 E i ;�i s, , %,,_,,....,...„.„f Date t( a time received ��l� am / m Mon. _Tues. Wed. Thur. - Fri. BLD: B_________ IX Date: („J, OWNER: Gin Y1-1 1,1"-- Contact Name: ADDRESS: _« Contact Number.360_ - Notes: a r--, 206 Foundation Plumbing • Framing Pr Tank Mechanical, Setbacks — Under-ground_ Framing Under ground _ Furnace — Footing Rough in Air seal Above ground Gas Stemwall _ _Hydronic Exterior shear — Exterior lines _ Oil _ Straps Interior shear _ Interior lines _ Ducts Post Hole Ventilation Appliance _ Underfloor Gas/wood stove Man-Homes —' Setbacks insulation Final Inspection Foundation Block&Tie _ floor wall ceiling Address Posted , A.41 Isw.L.112.32 %.,.......„..t._„„J , Date 10 - 18 time eceived 11) 'A \ 6-m-7/- pm Mon. Tues. Wed. Thur. - rl. /1 BLD: -^ v X9v 3_5;2 Date: OWNER: 0/1- . k,,,-\-- Contact Name: ADDRESS: 4-1 1t( r'i Contact Number.360 8 S^ z_q7 Notes: CLAL CA ' { e-,.014., cAe0.3"i 206 ° Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furnace _ Footing Rough in Air seal Above ground Gas _ Stemwall Hydronic Exterior shear Exterior lines _ Oil — Straps Interior shear Interior lines Ducts _ Post Hole _ Ventilation Appliance _ Underfloor Gas/wood stove Man-Homes Setbacks _ Insulation Final Inspection Foundation Block&Tie — floor _wall ceiling Address Posted r 7 ab[� Date (() 1 9 time received >0 arai I pm Mon. Tues. Thur. . Fri. Date: GJ OWNER: ail_ v�,.,4,, Contact Name: C ADDRESS: '� ., �. /� r Contact Number:360 ,r^ _ s" Notes: �kVAdtArCt, . 4. 206 1 dam-e4)-eli . ,4 1 (..)0- d i Foundation Plumbing t Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground _ Furnace _ Footing Rough in Air seal Above ground Gas — Stemwall __ Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines Ducts _ Post Hole — Ventilation i Appliance _ Underfloor Gas/wood stove Man-Homes Setbacks Insulation Final Inspection Foundation Block&Tie floor _wall____ceiling Address Posted • Vi Date time received am / pm Mon. Tues. Thur. Fri. 1 I� BLD: Date: ' V ^ l OWNER: i Contact Name: ADDRESS: `: I Contact Number.360 ,c,,,----, ......' C Notes: t .,Q,, F. l c,,e. ", ` 206 Foundation Plumbing - Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground _ Furnace _ Footing Rough in Air seal Above ground Gas Stemwall __ Hydronic Exterior shear Exterior lines Oil — Straps Interior shear interior lines Ducts _ Post Hole _ Ventilation Appliance Underfloor _ Gas/wood stove Man-Homes Setbacks Insulation Final Inspection Foundation Block&Tie floor wall ceiling Address Posted - Pelsod ssaJPPV 6ulllao Ilene- Joel; — GUI vole uonepunoA —uopoadsul leuld uol;elns 1 — svegioS sewOH•ueW -°GAOIS poonyseO —" Joolpapu f eouellddy — uonelnuan — 0101;sod spna — scull Joua;ul — Jeays Jopelul _ sdeJ;S i O scull Jouax3 Jeays pope x oluap�(H IIeMWGS —" seO puno�6 enogy —' leas Jly —" ul y6noa — 6unooA — eoewn j —punoi6 JepuH — 6ulweJ3 —puna6-.1apuH sveq;ag lealuetioew duel cue-ojd wB;weeJ_ u!6 qwn uogepuno: :se;oN 90Z L 09E:1agwfN 3e;uoO )\t S 1 )v :SS321aat/ :eweN pe3uoO j Tom` 313NMO Vii . cc,1 ()1 :a;eQ ...""`j .r �, :aia 'Nd ,_401 'Pem .senj •uoyll wd / we panlaoeJ awl} j(/ a;ea o 1 - i 1,It„.1.,' -,1 ILV:4 7/1\ 111/11 immmunima Date t b -\ \ time received "I D t 9/ pm Mon. ,Wed. Thur. ...Fri. BLD: ^-. Date: t 0—‘2., OWNER: &&&.N/W- eNt1/4-^. Contact Name: ADDRESS: k". "\ 1.‘ .- A Contact Number 360 3Z> F,;�Z �GC.L�'�. �k 206 Notes: e �� Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furnace _ Footing Rough in Air seal Above ground Gas Stemwall __ Hydronic Exterior shear Exterior lines _ Oil Straps e Interior shear Interior lines Ducts _ Post Hole Ventilation Appliance Underfloor Gas/wood stove Man-Homes Setbacks _ Insulation Final inspection Foundation Block&Tie — floor wall ceiling Address Posted 1,Nirf):4 1.), P\-vv\ Date \-211 time received VA = m /1rr Mon. Tues. gi Thur. Fri. BLD: Date: T ,29. , 1 OWNER: 6,cc..ve,WI/ Contact Name: ADDRESS: r D rt Contact Number.360 3 . 3 1, 206 Notes: - 4 Foundation Plumbing - Framing / Propane Tank Mechanical Setbacks Under-ground Framing V' Under ground _ Furnace Footing Rough In Air seal Above ground Gas _ Stemwall __ Hydronic Exterior shear _ Exterior lines _ Oil _ Straps Interior shear Interior lines Ducts ; Post Hole Ventilation Appliance _ Underfloor Gas/wood stove Man-Homes Setbacks _ Insulation Final Inspection Foundation __ Block&Tie floor _wall ceiling. Address Posted r v. 4.+ • .t / �tlntrrlr� � Date L time received /Z2 7 am /gi Mon. Tues. Wed. Thur. •• Fri. BLD: —_36---Z-- Date: R S' OWNER: C r. Contact Name: ADDRESS: Contact Number.3605' F2,7 t 5 206 Notes: kit/ Foundation Plumbing Framing Propane Tank Mechanical Setbacks _ Under-ground Framing Under ground Furnace _ Footing Rough in Air seal Above ground Gas _ Stemwall __ Hydronic Exterior shear Exterior lines _ Oil Straps Interior shear Interior lines Ducts — Post Hole Ventilation Appliance Underfloor ___Gas/wood stove Man-Homes Setbacks _ Insulation. Final Inspection Foundation _ Block&Tie ! floor _wall ceiling Address Posted • \/ 1,,,W I !1 A.:2, A tv\s, ,,,.....,„.„...,„„...., Date a time received 1' ( 0/ pm Mon. Tues. Wed. Thur. ..-Fri. BLD: ek– CV 5S3, Date: 7— Z OWNER: v V 2g'4,\ Contact Name: ADDRESS: t 4 l.e-t ` t1 + Contact Number.360 - ^�7---3? 206 i Notes: Foundation Plumbing Framing ropane Tank Mechanical Setbacks , Under-ground Framing Under ground _ Furnace _ Footing Rough in Air seal Above ground Gas Stemwall __ Hydronic Exterior shear Exterior lines �� Oil Straps Interior shear Interior lines Ducts _ Post Hole Ventilation Appliance _ Underfloor Gas/wood stove Man-Homes Setbacks _ Insulation. Final Inspection Foundation Block&Tie _ floor _wall ceiling Address Posted 1 Is ON e, ser .tea JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT A-w‘. ir.s.A.,N.,. Date: -2 Time Received:,,am pm Mon. Tue. Wed. Thur. Fri. Date: BLD: ( j '�jc Contact Name: -1151 ,lp PA,`p,r- Owner: c Contact Number: 360 .3j - LAS.7 Address: k, 4.1 t i 206 , Notes: v � - +() 'T -o 1. kitoJ t9 'c-e c e DID. Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor • Gas/Wood stove Man-Homes Insulation Final Inspection )( Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling c iii \ i !Du) M u) O v 5 `' Qom' ° O •(� O N c-i Z N • > > j a) c 7.3 Z r Of 1 CA (D .O C V , m N op_ W O '.— \ o 13 1 o o 2.., I- 0 in O eNV N — C L 3 \ ./ v W he O 2 �. '� d 2 c v CO 0 O N is' ," % A _c v2 n F u) 411111, I III 0 15 w z * o 0 o w G1 D Q y , ► .c > �; 5 Z H O =0. m 0 m z = CC Z m o m m N o F- w 0 O Ja 0 m . t • 4 Date ' —70 time received -: Y l am / Tues. .wed: Thur. - Fri: BLD: — 5D-- Date: OWNER: 4 "`- Contact Names ADDRESS: �.. . I. U 11 — /^^��,�� Contact Number:360 ( V t 1 Low at._ &w 206 Notes: • :poUpdaU n plumbing - Framing Propane Tank Mechanical • Setbacks Under-ground Underground _ Furnace Footing Rough in Air seal Above ground Gas Stemwait — Hydronic _ Exterior shear Exterior lines straps . Interior shear - Interior lines _ Ducts • Post Hole Ventilation . Appliance Underfloor .Gas/wood stove Man4llomes Setbacks Insulation. Final Ins. , n • Foundation Block&Tie floor wall ceiling. . Address Poi , 13 RVA\ Date ..� � Time received �' am/ .:',11+� Mon Tues 0 Thurs Fri BLD: CS S 2---- Date: ". OWNER: 6;1- , Contact Name: _ ADDRESS: tt tt Contact No: G O Notes:Note 61) Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground_ Framing Under ground _ Furnace _ Footing Rough in Air seal Above ground _ Gas _ Stemwali Hydronic Exterior shear _ Exterior lines _ Oil _ Straps Interior shear _ Interior lines _ Ducts _ Post Hole _ Ventilation Appliance _ Underfloor Gas/wood stove— Man-Homes Insulation Setbacks — Final Inspection Foundation— Address Posted Block&Tie _ floor wall ceiling . .. . - - - ?fri ..... .0 ..., , „............-_,..„3.....--. : ' millionnimmia ,-. -.? 7 /) _ Date Z.-- ---.( time received ' c-e-- am /69 '-,,,, Tues. Wed. Thur. -Fri. • BLD: Date: LAAlA OWNER: A 1 Contact Name: i'V t. .e..--t. A._ i 4‘tiORESS: 4 Contact Number:360 ist V)e•?-57 Notes: . 6w f) 2iAcl,. . 206 Foundation plumbing - Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furnace _ Footing _ Rough in Air seal Above ground Gas _ • Stemwall _.,__ Hytironic Exterior shear Exterior lines — Oil _ 7 _ Straps '!., Interior shear , interior lines Ducts _ Post Hole ' I ,it ' Ventilation Appliance • —• 1 -'' ''i Underfloor • Gas/wood stove MAP-Homes, .g'-; .,.' ... - n 4, .. InsutatIon Final Inspection• :Ile' floor _wall ceiling Address Posted ,, „-,.. --- ,•, -.-- ,- ' _ 11 ) 7 l/ i Date ( �°'/" //Time received '3 ' am//pm e Mon Tues Wed Thurs Fri Or BLD: g 3 6—)—_ /Date: ( G OWNER: (� l/t -, Contact Name: ADDRESS: y ( "`i ! ii "" Or"° Contact No: 3 ev r /_ aG Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing _h/ Under ground Furnace _ Footing Rough in Air seal !� Above ground Gas _ Stemwall Hydronic Exterior shear _ Exterior lines _ Oil _ Straps Interior shear _ Interior lines _ Ducts _ Post Hole Ventilation Appliance _ Underfloor Gas/wood stove_ Man-Homes el. Setbacks _ Final Inspection Foundation Block&Tie — floor 'wall ceiling Address Posted • MIMUMMINIMMI // Cj Date Z- -4-( time received 1 V am /iii) ■ o i Tues. .Wed: Thur. -Fri. BLD: l r S2- Date: Z —, t c OWNER: A Gam` e Contact Name: / ADDRESS: s t, . Pk i 1 , Contact Number:360 � V Notes: Os r'.�r , ) 206 4 lJ .Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furnace _ Footing Rough in Air seal Above ground Gas Stemwaii _ Hydronic Exterior shear Exterior lines Oil _ Straps interior shear Interior lines Ducts Post Hole Ventilation ____ Appliance ' — Underfloor Gas/wood stove Man •lomes — Setbacks Insulation. Foundation_ Final inspecipn Block&Tie floor wall ceiling Address Poste f..-,,.....r.-4- 11--F.--,--- ----'-' ----,- )' t If __ 'A .- p-A Date 51:-*2- time received 5-1g7 am ig Mon. Tues. dr- Thur. -Pri. BLD: ,9% 31 2- Date: 6---7 OWNER: - . Contact Name: ADDRESS: 4-1/ .1/10,- , Contact Number.360 ' . 206 , , . 4 Notes: 0 r/ ' - -Foundation Plumbing - Framing Propane Tank. Mechanical Setbacks Under-ground Framing Underground Furnace — Footing Rough in _ Air seal Above ground • Gas — Stemwali _ Hydronic Exterior shear Exterior lines Oil __ Straps Interior shear Interior lines • Ducts f—____ • _ Post Hole _ Ventilation , p A lian ce Underfloor Gas/wood stove Marpflomes Setbacks _ ' ' Insulation . Final Inspection. s ;..1 -21 Foundation - . '''7 Biock&Tie floor wall ceiling Address Posted