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HomeMy WebLinkAboutBLD2013-00136 • BUILDING PERMIT APPLI-ION Review 00136 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT*: BLD13-00136 Received Date: 5/2/2013 SITE ADDRESS: 1094 BLUE SKY DR PORT TOWNSEND, 98368 OWNER: ANDREW J MC GREGOR PHONE: 360-379-2661 SUSAN B MC GREGOR 1094 BLUE SKY DR PORT TOWNSEND WA 983689691 DISCOVERY RIDGE PRESERVE SUBDIVISION: Block: Lot. PARCEL NUMBER: 947200002 Section: 19 Township: 30 N Range: 01 W CONTRACTOR: TOWN & COUNTRY POST& FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2013 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP GARAGE - NO HEAT, NO PLUMBING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 83,700.00 MAIN: 83,700 CODE EDITION: 2009 ADD'L: HEAT TYPE: UH OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: CONST TYPE: GARAGE: SHORELINE: DECK: SETBACK: SEWAGE DISPOSAL: BANK HEIGHT: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: 5(? //3 C% Type Amount Paid By: Date: Receipt: Approved/Date Permit $881.75 ZAL 05/02/13 142036 Q n ® `� Plan Check $573.14 ZAL 05/02/13 142036 `r P,`® V ED State Building Code $4.50 ZAL 05/02/13 142036 JUN 1 7 Total: $1,459.39 2013 Jefferson County DCD \14ir4arn.rI,f1ofelfnrnse1C RI fl Ann Ri l rr.4 R/1/1/111 CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 Carl Smith, Director/Building Official PERMIT #: BLD13-00136 SITE ADDRESS: 1094 BLUE SKY DR Issue Date: 06/17/2013 PORT TOWNSEND, 98368 Final Date: 10/2/2013 APPLICANT: ANDREW J MC GREGOR PHONE: 360-379-2661 SUSAN B MC GREGOR 1094 BLUE SKY DR PORT TOWNSEND WA SUBDIVISION: DISCOVERY RIDGE PRESERVE91 Block: Lot: PARCEL NUMBER: 947200002 Section: 19 Township: 30 N Range: 01 W PROJECT DESCRIPTION: GARAGE - NO HEAT, NO PLUMBING THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 10/2/2013 \\tidemark\data\forms\FBLD_Occupancy.rpt 10/8/2013 5 to Plan J =-Town &.Country' 16521 Highway 99,Suite o•Lynnwood,WA 98037-3161 P se Check After Doing Site Plan: ,eptic and drainfield VJ t size Draw North Arrow in Circle POST FRAME BUILDINGS Everett:(425)258-4171 •• Puyallup:(253)840-9552 roperty dimensions ,_,/�ewer lines e ation of property ■� a Administrative Headquarters: (425)743-1555 xisting buildings I!'Setbacks of �Ydi —■— ■ FAX: (425)742-4378• 800-924-9552 proposed& buildings L�'gIoorpI of water DnaiDe OF ERMA WI LT CFAXon eCtorb Lic.n:TOINNCPF099L75 roposed building alit road with name loorplan Quality:Our Furore Depends On It.'" permabllt.com •facebook.conJpermabilt Easements r'I C/'� Access to proposed building Slopes&Contour(5'incr9;g s.pts) Job Name: 62eelo 2 Job Site Address: t OCR 3t`.0 SK.4 Ma. ' 9417 Z.DU Ob Legal Description: TaxAccountil: Yam row WA . *PDST FRAt-tE £ 3 jCTtoa, I--DTStzE lb.SAC. al:-.Olt o' 111 100` 140 3Tbc-KP tIES * lRAtias- ook l,lT1P_CS, { -ib downspots.+5 4 l4Shhutyks.. q39 t ^--).0 i saEcri c* . OF RzW. 40. b1�1 rIAE ltsStT, 2oo 'X r • 0' 161 Soxw I ‘-.1 N • i ce 2 EX 11 NC, ,...•.. I tt1PE2v loos '&-u wl os = 431 0 - _. -__ _ .. j x P+cc£S5 = 21000 EX 43• `.1 aco ib v pops CINCH aSr rN� : — - ilG pdu612 _ --- -as M -roTAL 6c11 Co F(,, AcckSS d- fr i w*1 {of4 1 t SF44-flf€K Fi g �l.l.Br. T2b9oSEt) 1NPET2N1ol1S - • 1..JA-Trr.lL cO C-,APACaE= 3339 cfl �,_ -- ---- _ - CwIovemm - �. �\ TA.iv EV1PO 12.as 1t _ _ OF- �.S` TdT�.= X1539 r�( -- - _ - J \C' . Cw J Q 1"- qpr 1W)er- ZoQ'XZco 9 A I • t f IV T 1 43Z' • Iz l to Q(lo 196 5 6 c)i ti se.r 60 t • . Iv -,--k .....- 404 1 N- ,...., 0.4011IP g Cul o • r. 0 e DO NOT SIGN INCOMPLETE SITE PLANT Customer has verified and approved the location of the buildi ,orientation of the building to the North,and verifies that all Grid Whi -Customer Copy Plain White-Office Copy utilities are shown on this drawing in t e correct ocatig0'� (�r��.(�g(50-4--- �`,� . CUSTOMER SIGNATURE '••<=- e4 rP�/�( LEAD# C� ®2012 Parma-W.0 Industries FR-34 07/12 I IIIIII II III IIII IIII S7u1 i C ■ Draw North Arrow in Circle =Town k Country' 1E6521 ettH425a2y 5989,4te•P•Lnn w )8WA 0-99650532 7-3161 wmg POST FRAME BUILDINGS Admnistrative Headquarters: (42 5)743-1555 ® FAX: (425)742-4378• B u I ■ n g D e s i g n CD v sb� . ERMABI LT Contractor's Lic.11:TOWNCPF099LT DIVISION Quality:Our Furore Depends On It.'" Permahilt.com•faeebook.comlpermebilt PL VASE CHECK ,+J �_.� c Wind MPH �oll-up doors fit in Bays �-in rill n r 1 g.:i:'. r i.--, {9 R ILup doors will not hit Truss � Wind Exposure f .DOS ��� Roof Pitch /S Eave Height Snow Load l '� Minimum Clearance (DElYIMJr^ YES NO (please circle) FLOOR PLAN ) t` = 249, 3vIt.i9 autLOIN(r 4- t?,1-6.c6. (N0 c,Kuwv ill t...coZptAaf A.,' 6 p 4&6— 000(4._. T D kw,ow • ,2,"OU74 4 o Ai 01.— _G 04-31,�r 14' :G g-a-x..c 0'5 v�.,U , 2, ?o w N J at"IL- '11.6kAiplj CoAr G2F..r Vd 30(1 6151451..e I EA/If tw+q-4. . ')(I5rr, 4112 Q . 6".sioA15 tlr Zvi( -fi c4I L i) of Sl2 u 2314 t 1N1S(! r�R SFzauu� �r�orr 'Lt7 1 1 31 ti.A.fkl , >. . "if lor I I' t 3'xG,` ff No LI d-C 4,a -ma-0J 6 PAP ....4 641.441Y6-5,, W 19 f e4 r rip,Z_ r; iZ ' 1, 12, I,Z, 12 , I i I lot I I Di fz} -17-1.-(..D f2 I l0r Z" 01 i31 v wwf.S -4 %a F I 3 t I. 2 x t i PT Cc-m-1-0 4- 2"x4"1 PT T= 6I C r F'F f l F rr a r:o$-s F , I r Il o t to' G.rev -$3.2 D`-lam I) viii-u-, Two Tl y e r t.A-L a ct I v _ 7C.4:+tnT *LI - 3f+/ r-A, S Ie►.1Dw*.o. (Tv 1!jsv2E ►'Kvpr>2 t9LA-c.c4.At>'vr I IX) Roo rtri• Cr Pmo rzt. t.I i�UF tr S} U _3' r/4H, 5i 061,44A- I n ®= ' Tt 4E fib(%S -.1 1° 1 I�t4 y 1�PS @ to S," � S r f7�U!�'fil�� +/ r 114( &J 0 W if-u.- ry) Li -TynIGA- ,� t , a kx sl i 6 M __ �r.__ . r • ---- 3 'a S I4_,-/-/IQ k 6kiTTk25 /( o>at 'uLt, sIOE, w+ -S lbuwrrsPovrt hits kN7. T. BUILDING ELEVATION rp Customer has verified and approved the orientation of the building to the North and verifies that all :3; 7 I �� _items specified in Paragraph B of the contra/ctt are shown on this drawing and vice-Versa.- f �/f v� 1111111111111111111 Customer Name: Ake,' ' ' ,.7- -1 d Lead#: Ip f� Customer Signature: � � �t x w White-CiTstomer Copy Canary-Office Copy ©2012 Perma-Bilt®Industries FR-85 07/12^-- • • 4-g Ox °°� JEFFERSON COUNTY r1 DEPARTMENT OF COMMUNITY DEVELOPMENT ;, r44 &, J ,, 621 Sheridan Street• Port Townsend •Washington 98368 "T . J 360/379-4450 • 360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet /� (�, rn MLA# PROJECT/APPLICANT NAME: 1-6141t kills)[OUTAT�`1%s team VII)LD(F't i5 DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium?or"large? The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E.,SITE) Size of parcel 10'5 acres I An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 4C91.94 sq/fl Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be Geared, graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert' acres or more of Construction site for structures 333 q sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. $— sq/ft Circle: Yes No Well, utilities,etc. -e sq/ft Does the project convert 2't4 acres or more of native vegetation to pasture? Driveway,parking,roads,etc. 1240 sq/ft -0, Circle: Yes / No J Lawn,landscaping,etc. sq/ft Other compacted surface,etc. G sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 4539 sq/ft Cut Fill 5•a2. (cu/yd) [over) stormwater calc worksheet—REV.220/2008 1 • • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops,walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 3339 sgfft Structures(all roof area) 43((o sgtft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc 1200 sq/ft Driveway,parking, roads,etc 21000 sq/ft Other sq/ft Other sq/ft Total New 4s aq sq/ft Total Existing 40.910 sq/ft TOTAL NEW+TOTAL EXISTING* u r5 sq/ft 'This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: U(' % Does the site have 35%or more of existing impervious surface? Circle: Yes FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. n d Q (M ) 11�22426i3 NDOWNER OR AUTHORIZED RE SENTA IVE SIGNATURE) (DATE) 7 qr" I h i E# .._.E.%.➢ e - 1 E7 t"igdq R°.1 r stet-mater talc worksheet—REV.2202008 2 V N • C06 JEFFER•COUNTY Or libk DEPARTMENT OF COMMUNITY DEVELOPMENT `� 621 Sheridan Street Port Townsend Washington 98368 $� ›~y 360/379-4450 . 360/379-4451 Fax • 49Z/T IC wow co.)efferson.wa.us/commdevelopment Master Permit Application MLA: Project Description(include separate sheets as necessary): 06A15TRI.I Doll OF A 50'1C.lob' F72A11E d.AeAc F Tax Parcel Number. 1117 Z/0 6 00 2— Property Size: (acres/square feet) Site Address and/or Directions to Property: 1094 hilE510 IDia, PO f&UIti FNDW�A/�.�33�f3 Property Owne s)of Record:�1n 7�riJK� Telephone:C543-n-244,i Fax: no�� email: Mailing Address: 109/1 �XU E 5i-k1 T)2 . OP-T-ibwi l5emD WA..Paroa Applicant/Agent(if different from owner):TDWrI AKA CCtINT2y lIn'ST' FRAME P111Lf)jI1A< Telephone:(42. )74S-(SS S Fax C425)742-4378 email:pwu} n SM(A�.$th h i V,"-off MailingAddress:Ila52k LAVA q9 #'G L?NNWbt() I A 9PDal What kind of Permit?(Check each box that applies Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) ❑Single Family Ye Garage Attached(Detach ) ❑Conditional Use[C(a),C(d),or C)•• ❑ Manufactured Home ❑ Modular ❑Discretionary"D'or Unnamed Use Classification ❑ Commercial• ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat" ❑Home Business ❑Cottage Industry ❑Binding Site Plan•" ❑Propane ❑Long Plat•• • ❑Sign ❑Planned Rural Residential Development(PRRD)/Amerrdrrtents•• ❑Allowed`Yes'Use Consistency Analysis ❑Plat Vacation/Alteration•• ❑Stormwater Management ❑Shoreline Master Program Exemp#ion/Permit Revisions'• ❑Site Plan Approval Advance Determination(SPAAD)• ❑Shoreline Management Substantial Development'• ❑Temporary Use 0 Shoreline Management Variance 0 Wireless Telecommunication• ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment •May require a Pre-Application Conference ❑Tree Vegetation Request "Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known: TbWN PAD LOq DESIGNATION OF AGENT I hereby designate Ifrei l F_ia r • act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE /74r ` 2'11i/-. '�c o' Date: / /o /`5 III By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the apple.:do that he •y shheewants• or notice. �e�� z Signature: . ' /7 .r<i,"- Date: J • The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take'of an endangered species as those terms are defined in the federal law known as the `Endangered Species Act"or"ESA.'Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your • action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfe to ponsibi• adhe' to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. - Signature: 4/1 Date: % �2"�-- G:\PermitCenter\##t#FORMS###\DRD FOIUd\Masster Femtit Application 5-29-08.doc • • BUILDER STATEMENT The sgner of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. • Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: MAN.Um Cot i, rZV`PC6TFQ.ANERItiaNC-IS (42S)143-1555 (42S))_7421-4378 MAILING ADDRESS: 1(062( {-11,14 Qq t blmtaWDDD Wh)8b -7 EMAIL:- M&__IJ` S1-wjfrrab'h14.u t CONTRACTORS LICENSE WAIN { NUMBER: lbw 4C.PFOOGLT EXP. {oi3DI)3 NUMBER ARCHITECT/ENGINEER: lJT'1 A' �l PHONE ( ) FAX( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: X New ? Wood Existing: _I Sewer ❑ Addition n Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: —W— Heigh- ❑ Individual System Li Repair ❑ Masonry - SEP Permit# Demolition ❑ Other: Bedrooms: Water Supply: Type of Heat: Existing: Setback: U Private well 0 Two Party Proposed: ❑ Public Motif Total: PI Name of System: If this is a Commercial Protect you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants{includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank andlor Appliance Installation permit,mark all items below that apply: 1 Underground Tank I Above ground Tank Size of Propane Tank: I Heat Stove 1 Cook Stove I Woodstove 1 Fireplace Insert I Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured I Mobile Home? Yes I No • When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed "�a, Pr i w. ,yw Main Floor Heated ��; mow'° EH Bld App Review: t70 r 22 Floor Heated x ,Consistency Review: 00 Other Heated ' , ,� f y Base fee: ��/. -7S Mezzanine Additional Section: • h Heated Basement . — Plan Check fee: 573• /6 Unheated Basement ti State Surcharge fee: Other Unheated • Pot Water Review fee: GaragelCarport ` .^ t - SUBTOTAL 1165. 9 Decks '� 911/Rd Approach fee: Other — 7 v I i,r ,;i TOTAL: $ i-i 6 5. 39 ` n Receipt Number: 1 r I Z--2.03(c,"' Cash/Check Number: 'i ESTIMATED COST(REQUIRED) Date: 11 66R-4-1-76199 / • 'Fairr market value of all labor and materials foundation to finish Z/[ _ 4 54-, 255, Initials: 111 G:\PermitCentec\###FORMS###\DAD FORMS Permit Application 5-29-08.doc 1 pr08/26/2013 MON 15: 11 FAX 425 742 4378 PERMABILT W1001/001 ELA:g v Lo --�--- ;. : �. Aida L 3 LUIS M tM U ® Engineering DATE: 8/19/13 Page 1 of 1 TO: Building Official SUBJECT: "McGregor" Post Frame Building 1094 Blue Sky Drive Port Townsend, WA The post holes for the referenced building were,dug with a 24" diameter instead of the 30" diameter as specified on the plans and, there is approximately 3' of compacted fill at the east end of the building. All depths of footing holes are at least as specified and these conditions ern , •ren•ahlc in •hie nor•ir,dor room 14969 ��; N.`+�J9' 13 . 12810 N.E. 178th Street, Ste 218 ♦ Woodinville, WA. 98072 (4')FI 494 AF#14 A. inm fnn .,.... ....m IIII Ail.. ----1 . . .. . . i . .UILDEA STATEMENT . • The leaner of !overeat does harahr coney oat tino ara Ire Omura ad*pax*fronsanced baron,Owl Inn}eto not ecentaad nortiactor•and that . . InnY aft nootteureop the responsteety e rthe(towel Centred°,for Ow proposed preleo, . , ,•-•-‘,1 Banshee. Nen . , . .---' elEPEPHLGORMIACTOR ORelAMISAMIF030 Home earrau.sa: Peon Eat , • .. ..., .. 1 h erb;, "r -_• ' -F. ' (415") . WOG AODREBSI ,..... .11160:11-0!.'',.. . j EMAIL 1,.,,,,:, i:‘, •. :Ow .t.s •. . Coaraateon's LICIENee WAI :- , fileferai .1-1MKOFfALT Ea), 412043 WAR •. . AecnrtamEonemort NNE( 7 Fax:( ) . ' . leketed Automat - Steel Erci•EtTYPIn none Type: Ebeltmaetter abossaws: Type of Sewage Disposal: ,,II( NOW Wocd Eydeting, O Ablation SW Prop:rack _, Belk 0 Cptterienity Sysleol Ll Atterrelon/Retnota0 Concrete To rear Irle,t- c Indention 3witam O Papal. idaeonry SEP Pemet 0 G Darnalefon Ober bedro s:om Water Supply: . — Salting: — SoliAlOkI 0 Private wel 0 Teo Petty Type of Heat • Proposed: ......" 0 Piano . Mull Toe* .....y- Nan*a*sin,: . . If the Is a Commercial Prokot you mutt answer the following; . •• Number of PadrIng Spaces: Current. Proposed: Number eleay Poidng Seems: • • Number of o=:pents(lncludon minters tonanta,employ**.etc)Current AmPesed SC Cocuponny: IBC Typo or construction Wil sou have Food Service?Yes I No , . • .I/ttlo to omPtOPtorot Tank anclior ADM terms teetelleton recent mark ell Item*below that molt .. r Underground Tank I Above ground Tom SIze of Propene Took: • Heat Stove I Cook Stove 1 Wbodstrwe 1 Fireplace:wen I Hot Water Tank I Pellet&ova I Other . te thle=Miami*baLoo Metalled In a teenufactored I Mobile Nome/. Yes/No Cl) When oppOing fore permit to Pistol(s propane leek you must also submit a titer plan showthg ell of Ins buildings,oil pope* linos,tenk tocadon ends/no,distancet fro,,,the propene tank to snproperty fines,bufklings and sepdc system cc:empanels% . Ptcludfng the reserve ones. - 8. ye Feet,.e ■C,,,,tent - ,,, , ,i.,t;t7gel.',..1,A.'1=5,1Af4.544.1.11414W-SlifiP''''V'''',.t1..'..: - . ' . . Mein Floe,Hooted .p..,'--..fv.tr;EH SO Apo Review. ' ..-7 K. 00 • . . 2n°floor Ideated . COPeetency Ream zz,sr r'''' . .. Saner Heaked Mezennins *.---Adittomof '' Hantair EaSarnent ' Flan Chad(fee: 51 3. ig Unneete—Theneameal 41•5° . Caner Unheated PW.WReytwnfee* --- •' Gora*Conn311 lallatOtAL Crooks ' Ad AppredlOO fon: . .,,. TOTAL: S I'7 (4•5 13,1 H r lawolpt Number; ESTIMATED COSY(REQUIRED) Crater "' '-, neelr rewire value a i selettereschneterfafehtninebelogelet ,....1 A 541256.84 Intliels: . • . . . °"rPfErt`r-tnmr\vr*.`WoruromwAr'4'D Irs°Rm3\l'i""'""*APEr'":°°'5-2"4w . P.1.41' 't:k:Ve:OS ft tCoo';',ZZI'^It qa.a1416::41 . . ....,,, _ . — . . . . . ioGeoOM -- — — --• —111441611d 8LEt Ztri SZ4 Viol ZZ 01 afIS £10Z/EZ/t0 ■ -.....—...... . ■- ,-11k- -- - ,1•17..1,..,4 . .187t Rome.ea.1.8e.0•Lennweed WA Reemr.318i Made Attrar Dal%Felte OM epic argl trAlneeki eta(Je4 an Deew Knell,An ea be Circle - ••z1-- • 'Win%- EWe.(.261 ne..tee•Peey.e...egn 8.045gG wet,d mansions or 13•00•Ar _ __ • --..........:. --- /ebeele*flefre•Heesteuenete reete4,..ix.. In;beelding. de:letbOdes Of proposed a....ling&Allege ..114.61wht.• - e „ Enmatur rolleer.""errn"Mffee'r raexesi.lbueldetv CIleeleee 010 harm rmp.4.c.1.•• 1.0•■•••.".•b.,..,"‘",e.',...* liam^",,e/c.... re__Re4A1.I,P^01:08ed beiMe.d a Wines. LI) 6 Jobltlemer -rig 50 Jed Rho Pee11.14. AN A:001Na f 17 44) a°2.' LeolONIVIPIlar, " LoT sae, \ a: ‘11,6' A-C1-215'10,4ePre A rui.T 90'.t 4,A,crywe.,77,,,,,, s-nc..t.Pt44 I I tie I '5TDIVV,1.13nraZe TIN 1-1--44'' -r° 1 i • 60n1ILS i pu v./vs fowl's,5.4,45-kilxit5, 2,0.. iNsge Are..71Ne.. 1 1,1%Pelt V)Gehi C' ' IL 114-P.O.'.1-13 I id (1 ue,..ioes oe4gs) 1 c soor "c',.•,': . -tr s s, . pe ,S., 24/C25 12 -t-q....4*-r* p l',0-r I I 0204sE.,0 ,i5,,e,ozvi4t) : SAC 04 - SX1S-rIN fr 1:14iosse...gi • r■-cas + nuf 12),40ir; 3ovu 127 ,......- '4.`"I M''' illiiiii71,14 u..-. wvrel-- )4045ii RAIL'IA - _ 7.,pr-1 ;.,...s. ......., .....f., 0 . • , C/1 1--1 4,1 • I . .. i 11;gtoo 'Wan"- Low X2idzi •I s. ' I i i • .. 1, . I --. . . 1 0 • 1402' 4/ C ' I • - --.4. P(206$40 1 SVA'40' 04444-6-fe 4 i . - 1 \ .... _ _ _____I_ _.,...... . IA i et-.0.0.40 'I 1i. I .. ± f/CetS$ 0 i " I COST MN liCOMPLITI SITE PLANT Guidon.he.wriad and avp•Oved The 10391..0 0 111%,IS .arkaSlion al II*tvikilni 0.tho MAT.AM vailwrilat a 41■111WhIle•Codtemee Copy Rai.AM-Mk*GM I I 41114.11‘.1'°".511411AInTllietrawe'Zi;Al'' LIAO/ 1 ga?‘" *2012 hrtna.8111111echaddla Mal 07f111 RUPP ...._._ VII8AINNEW 82.£4 Z4L SZt XYA cz:oi anx ctoz/cz/vo • Up Front Parcel Revieve Parcel 947200002 Printed: May 6, 2013 ANDREW J MC GREGOR Site Address: SUSAN B MC GREGOR 1094 BLUE SKY DR 1094 BLUE SKY DR PORT TOWNSEND, WA 983( PORT TOWNSEND WA, 98368 Parcel Number: 947200002 S-T-R: 19-30N-01W Total Acreag) Legal Description DISCOVERY RIDGE PRESERVE LOT 2 TGTH W/UND INT Land Use: 1100 IN TRACT A SUBJ TO RESTRICTIONS OF RECORD Flood District: Fire District: 1 Planning Area: 2 Flood Map(FIRM) Panel No: School District 50 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES NO [ ] Shoreline Designation: YES NO [ ] Shoreline Slope Stability: YES NO Stream Type:YES NO 9 � Fish & Wildlife:YES NO Wetlands: s NO (Tv() , 5- (Ai?tQ a C_C Rare Plants:YES NO �( 5 0 _CCcz( Seismic: YES NO Landslide: YES NO Flood: YES NO Erosion: YES NO Aquifer Recharge Area:YES NO SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: YES NO [ ] Archaeology: YES NO Cd pe,C1 k..41[ ] Stormwater: New Impervious Su rfac / c;� Land isturbing Activity ESA's Stormwater Req's:Min Req#2 Min eq#1 thru# Min Req#1 thru#10 F Engineering [ ] Notice Provisions/Disclosure:Airport YES NO MRL YES NO Forest Lands YES NO [ ] Landscaping Required: Yes No [ ] Parking Spaces Required NO 2 Other I- 1 Building Height: 35' UBC Standard [ ] Impervious Surface coverage percentage: Resource Lands&Public: Rural Residential: 25% Rural I rial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural strial Lands only [ ] Total Building (s) Size: RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Cases Associated with APN 947200002 Cases Name Review Type Status Planner BLD13-00136 MC GREGOR I P Application Received: 5/2/2013 Permit Issued/Case closed: Case Finaled: GARAGE- NO HEAT PLUMBING MLA03-00020 CUA03-00001 MLA03-00020 HENLEY GROUP LTD W M FARFAN Application Received: 5/21/2003 Permit Issued/Case closed: Case Finaled: Open Space Current Use lax Assessment to enroll 112 acres of a 150-acre parcel as Timber Open Space under provisions of the Jefferson County Open Space Tax Program and RCW 84.34 SUB03-00003 MLA03-00020 HENLEY GROUP LTD Ill F M FARFAN Application Received: 1/13/2003 Permit Issued/Case closed: 6/24/2004 Case Finaled: 11/2/2004 REVISED APPLICATION [JAI L, November 4, 2003: Revised proposal is a 13 lot long plat with internal roads serving the lots. Lots are subject to a road maintenance agreement for Blue Sky Drive. Proponent is working with DNR regarding proposed access to Lot 3 from the western boundary. If DNR approves this access, then proposed road through lots 2 & 3 will not be developed. MLA06-00530 SEP06-00310 MLA06-00530 MC GREGOR F M FARFAN Application Received: 9/15/2006 Permit Issued/Case closed: 12.26,2006 Case Finaled: 11/19/2007 I' A07-00055 BLD07-00041 ML 07-00055 MC GREGOR I F M FARFAN ••lication Rece' -•. 2/7/2007 Permit Issued/Case closed: 3/7/2007 Case Finaled: 1/7/2008 - " ATTACHED GARAGE ALSO 500 GAL PROPANE TANK M LA07-00220 BLD07-00193 MLA07-00220 MC GREGOR I F Application Received: 5/4/2007 Permit Issued/Case closed: 6/8/2007 Case Finaled: 4/24/2008 NEW BOAT/STORGE - UNHEAI ED, NO PLUMBING \\tidemark\datalforms\R Parcel_CRMLA.rpt 5/6/2013 Page 2 of 3 PRE00-00038 TERRA FIRMA INC F M FARFAN Application Received: 9/22/2000 Omit Issued/Case closed: 9/26/2000 Ilse Finaled: 160 acre subdivision consisting of eight 20 acre lots. SUB00-00011 TERRA FIRMA INC W M FARFAN Application Received: 12/19/2000 Permit Issued/Case closed: Case Finaled: 160 acre subdivision consisting o eight 20-acre lots. RAP04-00113 HENLEY GROUP LTD I F Application Received: 5/18/2004 Permit Issued/Case closed: 5/28/2004 Case Finaled: 5/17/2005 ROAD APPROACH -Cape George Rd SOM06-00310 MC GREGOR F Application Received: 11/19/2007 Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 5/6/2013 Page 3 of 3 ■ Job Truss Truss Type Qty ply TCPB Stock AG6 16006652 TGPBAGB T50 DBL.FAN 1 1 Job Reference(optional) i ProBaild Adinglon,Arlington,WA 96223,Jim Stanford 7.250 s Aug 252011 MiTek Industries,Inc Toe Oct 0915:3839 2012 Page 1 a0-o ID:Sn_1 RTVRgtZUnL B9FrJp7zpE8D-U9Cg7gi95mvXvIIINtCY?wKHQftnkUSl0i F006F9yV5w1c I 7-2-19 I 13-1-14 I 19.0-15 25-0-0 I 30.11-1 I 36-10-2 I 42-9-3 I 50-0-0 I 7-2-13 5-11.1 5.11-1 5-11-1 5-11-1 5-11-1 5.11-1 7-2-13 Scale=1:89.3 9 4.00 12 808 I I 4 5x0. of 5x8 7x10 MT18H% 7x1D MT18H 5 7 3x6 4 ,Sp a 3x6 II 30.8 3x8 2 .. 10 .. .. 11 a 4-..9 .- .0. . d b 7x10MT18H= 16 15 14 13 12 7x10MT1891= 6x18 MT18H= 6x8= 6x10= 6x10= 6.415 MT18H= 0.0.0 0-0-0 I 13-1-14 I 25-00 i 38-10-2 i 50-0-0 I 13-1-14 11-10-2 - 11.10-2 13-1-14 Plate Offsets(X.YJ: f1:04-14.0.0-21.[11:0-4-14.0-0.21 LOADING(psi) SPACING 6-0-0 CSI DEFL in (IOC) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.79 14-16 >754 240 MT20 185/148 TCDL 5.0 Lumber Increase 1.15 BC 0.78 Vert(TL) -1.0814-16 >546 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.38 11 n/a n/a BCDL 1.0 Code IBC2009/TPI2007 (Matrix) Weight:328 lb FT=20% LUMBER BRACING TOP CHORD 2 X 8 DF SS TOP CHORD 2-0-0 oc puffins(2-1-11 max.). BOT CHORD 2 X 6 DF 2400F 2.0E BOT CHORD 7-7-0 oc bracing:1-11 WEBS 2 X 4 HF Stud/Std'Except' WEBS T-Brace: 2 X 4 HF No.2-2-16,5-14,7-14,10-12 W3,W5:2 X 4 HF No.2,W4:2 X 4 HF 1650F 1.5E Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") nails,6in o.c.,with Sin minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at JI(s):6 REACTIONS (lb/size) 1=4588/0-9-4 (min.0-7-9),11=4588/0-94 (min.0-7-9) Max Herz 1=193(LC 2) THIS DRAWING ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING Max Uplift 1=-734(LC 4),11=734(LC 5) SHOWN.DUE TO THE WIDE SPACING OF THE TRUSSES,SPECIAL CONSIDERATIONS MUST BE GIVEN IN THIS AREA.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER/ARCHITECT FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when showTTO SPECIFY PROPER BRACING SIZE AND ATTACHMENT. TOP CHORD 1-2=-11653/1857,2-3=-10412/1639,3-4=10458/1754,4-5=-10289/1793,5-6=-7299/1196, 6-7=-7299/1196,7-8=-10289/1792,8-9=-10458/1753,9-10=10412/1639, 10-11=-11853/1861 BOT CHORD 1-16=1806/10738,1516=-1130/8286,14-15=1130/6286,13-14=-947/8286, 12-13=947/8286,11-12=-1626110738 WEBS 2-16=1251/366,3-16=-1158/309,5-16=497/2221,5-14=-2348/582,6-14=550/3405, 7-14=23481583,7-12=495/2221,9-12=-1158/306,10-12=-1251/371 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=5.0ps1 BCDL=1.Opsf;h=25ft;Cal.I;Exp B;enclosed;MWFRS(low-rise)gable end zone;Lumber DOL=1.33 plate grip DOL=1.33 (Actual dead loads used per ANSI/TPI 1-2002 section 6.2.1.3) 3)The bottom chord dead load shown Is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 4)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify - adequacy of lap chord dead load. :4.1043?" ottx 5)All plates are MT20 plates unless otherwise indicated. - 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 734 lb uplift at joint 1 and 734 lb uplift at Ar ;''. r > joint 11. iI`� 7)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/7P!1. 7- e`/J 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �� r` 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. >. ! -r LOAD CASE(S) Standard , 11: • October 9,2012 1 ■ aWARNING-Verity design parameters and read notes on this Truss Design Drawing a included Reference Sheet(rev.03-111 before use.Design valid for use wah Mirek connector plates only.This design s based only upon parameters and shown,end's for an individual building component.Applicability , of design parameters and proper web and of the component is responsibility of building designer or owner of the trusses and installer.Lateral restraint designations shown on individual web and chord members are for compression buckling only,noting stability bracing.Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer_Additional al permanent building stability bracing of the overall structure is the responsibility of the building and or owner of trusses.For general guidance regarding desgnmpone ibiimes,fabrication,quality control,storage, delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,05&89 and BCSI(Building Component Safety Information)available from CONSULTING ac SBCA ei www.sbcirdustry.com. / • . 50'-0 • o-ri 0 10'-0' to'—o' 1U'—o' 10'-0• to'-o' NO= m vN la la Fa Fe. !^ Z \\\vlll, mm /i � y N O+ A N_ Zmx 0 I N m o •f-T, 4) O 0<:::) A N ON ON rn A - F �- --- -- - -S- ---- - TRUSS _ .. 1 TRUSS m 0 el 1 'T A Ile ZX 'O CO= Z ' p to 0 I I TRUSS - -- -- -- -- ---==- --- - _ . —+--- 41 TRUSS ooS o _ ri GI N O 1 1 O O 4D -I - - - - -_-__--�- - _--- - - - -a-- - c=-- -------_____—_-_ U G TRUSS I IA 1 i pi A . .1,4,-- Ay I 1 f N � p I O �T+g ___ ____ ___ 1 _ __ ___ TRUSS c TRUSS ri Wg Z Z O . 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