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BLD2013-00114
II BUILDING PERMIT APPLI ION Review D0114 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00114 Received Date: 4/9/2013 SITE ADDRESS: 1662 SHINE RD PORT LUDLOW, 98365 OWNER: CHARLES P MARQUIS PHONE: PATRICIA A MARQUIS 7112 230TH ST SW MOUNTLAKE TERRACE WA 980432310 SUNSET HAVEN SHORT PLAT SUBDIVISION: Block: Lot: A PARCEL NUMBER: 721031027 Section: 3 Township: 27 N Range: 01 E CONTRACTOR: TOWN &COUNTRY POST & FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 / '� Contractor's License TOWNCPF099LT Expires - 3 (0130 (S REPRESENTATIVE: TOWN & COUNTRY POST FRAME PHONE: (425) 743-1555 BRYAN BORCHERS (425) 742-4378 16521 HWY 99 STE C PROJECT DESCRIPTIOI NEW POLE BUILDING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 13,776.00 ADD'L: HEAT TYPE: CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 616 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: 0 Prop: 0 Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $237.25 CJZ 04/09/13 140222 Plan Check $154.21 CJZ 04/09/13 140222 APPROVED State Building Code $4.50 CJZ 04/09/13 140222 Total: $395.96 APR 13 `LO :: Jefferson County DCD Hf 4nrn,e r RI n Ann Rld rn+ A 10l91HQ 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 #: BLD13-00114 SITE ADDRESS: 1662 SHINE RD Issue Date: 04/18/2013 PORT LUDLOW, 98365 Final Date: 7/29/2013 APPLICANT: CHARLES P MARQUIS PHONE: 425-775-7879 PATRICIAA MARQUIS 7112 230TH ST SW MOUNTLAKE TERRACE WA 98043-2310 SUBDIVISION: SUNSET HAVEN SHORT PLAT Block: Lot: A PARCEL NUMBER: 721031027 Section: 3 Township: 27 N Range: 01 E PROJECT DESCRIPTION: NEW POLE BUILDING THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes e THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 7/29/2013 \\tidemark\data\forms\F_BLD_Occupancy.rpt 9/12/2013 ' . - . - OA 17 . Date time received?f, am i...girm) Mon. 0.Wed. Thur. -Pit Date: — ( g . OWNER: \th0-4)-9 V)- ( , •••- . • ,, ek . Contact Name: ADDRESS: 6 b az, k.L tyL)z p_ , Contact Number no ce-; 1 3 I (:-.:, . _ . 206 Notes: - ' . . . . . . - • - Foundation 'Plumbing -Framing . Propane Tank - Mechanical Setbacks Under-ground Framing Underground Furnace Footing Rough in Ali-seal Above ground Gas — _ _ Stemwall _ Hydronic Exterior shear Exterior lines Oil • Straps Interior shear Interior lines - Ducts f_ Post Hole • Ventilation . Appliance — Underfloor Gas/wood stove . _ Man,Homes . . Setbacks ' Insulation . Final• Inspection • Foundation-. .,, Block&Ile floor wall ceiling Address Posted i 1 . i ifs ,�;r • t SS = t .r.-7i et: x • ' qq :G{. vi' Datee/ - t?j -time received 457 am /C Mon. Tues. .t.gP Thur. --Fri. - BED: 111 l 3' I Date:-77.1`1!" OWNER: f r - Contact Name.: 414--.l r'7 ADDRESS: _ I �� Z ‘h)vt•e Contact Number.360 - 7T51 206 . Notes: - .Foundation 'Plumbing - Framing' • . Propane Tank- • Mechanism! Setbacks — Under-ground Framing Underground _ Furnace _ • Footing Rough in Alrseal Above ground •— Gas — Stemwall __ Fiydronic Exterior shear _ Exterior lines _ Oil ' Straps Interior shear Interior lines • Ducts 9 Post Hole _ Ventilation Appliance Underfloor Gas/wood stove MamHonaes -- Insulation. Final Inspection '�.t; Setbacks ;;s Foundation - 6iock&Tie floor wall ceiling. . Address Posted 1 T JOB#: Pit TSE PROJECT: PermaBilt • Engineering • BY: 12930 N.E. 178th Street J Woodinville,WA 98072•(425)481-6601 DATE: 03 ZS'/ 13 j,, ID Job Name: Marquis ,/ Site Address: 1662 Shine Road RECE' : D Port Ludlow, Washington 98365 MAR 2 9 2013 Jurisdiction: Jefferson County Job ID: Marquis Design Specifications: 2009 IBC Building Type: Post-Frame Importance Factor: 0.87 i� E D V IE, Basic Wind Velocity: 85 mph ! Wind Exposure: B Roof Snow Loading: 25 psf (1 Aon 9 2013 Occupancy Category: I i R: 6.5 j _ %of Snow Incl. w/Seismic: 0 % ' JEFFERSON COUNTY Soil Site Class: D OFPT.or COMMUNITY DEW!OPMENT Allowable Soil Bearing: 2000 psf Analysis Procedure: Wind: ASCE 7 Method 2 Seismic: ASCE 7 Equiv. Lateral Force Procedure Spectral Response Acceleration, Ss: 150 %g Load Combinations: ASD Basic Building Design Parameters Roof DL: 3 psf Wall DL: 4 psf • Po pi JEFFERSON COUNTY DCD 41i► 4.,1,;4 . BUILDING PLAN REVIEW : I�lit ❑ APPROVED AS SUBMITTED 19969 Cw APPROVED AS NOTED �'S �FG3srEt0 rj` ' O REJECTED ONAL // � � MAR 2 3 2013 Date, -n -13 Reviewer bY` NOTICE: Planes are anorov€!d exr`ertino any errors or omis5k Ta. A'il ws i. vriv,,a v 5.9.07 e Isvas inspection in cornfo rmancr arlth a!i applicable codes and recuiatticres. _. . • _ , _ : ;:.. ..-.....Az'ff Town&Country. POST FRAME BUILDINGS Suite C•18521 Highway 99•Lynnwood,WA 98037.3181 = Everett(425)258-4171 Puyallup:(253)840-9552 DIVISION Or Adminiattelive Headquarters: (425)743-1555 ivt7".- .1% PERMABILT FAX:'(426)742-4378 Toll Free: 1-800-824-9562 Building Design ,Quality:Ous,Future Depends On kin Contractors Lie 11:TOWNCPF099LT ----N. , 6-2- a rnill n rill rift-I !VASE CHECK FLOOR PLAN IE Roll-up doors fit in Bays 455. Wind MPH Draw North Arrow in Circle Roll-up doors will not hit Truss Wind Exposure li' /il Roof Pitch tr. Eave Height 117104_ 2-.5"__Snow Load __ __.. _ __ _ I' Minimum Clearance F FT-7 - I , T r—T i 1- I I { 1 1 7 — -17------1-1----E-1 1 1 • I HI-- • I 1 1 _ i ei c. (,i•-\i'i . ._ 1 i _ 1 . I t ± i —11- . 1 r 1 I T1 • ...._ __ . [ ... _ • ___L__,.......t............... ,.., _ ........1....4.......... _ i .4 ._ • 11 l • ill 1 1.4:?, 11111111111. ,:1 11. I 7 1 -1 i I i • 1 I i I i I 1 • H ..t I , r „ I • r(:.,ft"wy ,, -r , _ -'7--- t --.7-----11 • A i _i 1 11 • l• I ±-4 I , , i 1 , , , .....__L...._4.........4. 1 I 1 i r ; 1 1 ie 1 k),,,511,41,44 0,:plifr fit ifra,f4e [ T-- i i _______AH__ . L I ,..... , ,...f. _,,. __,c , g...1443E61m1 I,f-1+__ r _ _ J I I i 1 II .----t n , , .__, _,.... .,--,-...........4„...„_ ____±_ i. , ,,-,-1,„ , ,.. 1 • 1- ----, , -,-- • ,,4, - , --,- 1 1 i_ , ......, ,..._ r_ _. _,_ _i_ • i I, 1 I • 1 1 111 , --I – --- --1- I t 1 1— —,-------------- : r: 1 1 k., • 1 1 i , 1 i (.......- 11 ___ I --I--, 1 i 1 , i i • j I . . ,____.., [ T. _f_... --1---- ---f- i i 1 t i - i 1 1 '–i_li...._ —' 1._ Li _I– 1 Li 1 i 1 1 1 1 . 1 IA I 1 1 1 BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract are shown on this drawing and vice versa. Customer Name: 1-1:14:-f.... (• , WV Y ::s.:.,.. %-., Lead# Customer Signature 1111111111111111 White-Customer Copy Canary-Office Copy of*Perma-Bilt Industries FR-85 6/07 S.: NE D-. f, -' .:-.', '' ::' ., L t : 4 2. :: L 1 le e ' 7-.6ff PROJECT: Marquis PAGE: CLIENT: PermaBilt DESIGN BY: r,-, .1,=:-..-r.-7 a, JOB NO.: 23486 DATE: 03/25/13 REVIEW BY: Wind Analysis for Low-rise Building,Based on ASCE 7 INPUT DATA Exposure category(B,C or ID) B WIND SURFACE Ob. Importance factor,pg 77,(0.87,1.0 or 1.15) I = 087 FOR DESIGN -r/ Y Abi,' Basic wind speed(IBC Tab 1609.3.1V3s) V = 85 mph qv/ Topographic faCtOr(Sec.6.5.72 &45) O. Building height to eave he = 8 ft .C- A Building height to ridge hr = 1f7 ft Building length L = 28 ft 01.°11 Building width B = 22 ft B Effective area of components A = 25 ft DESIGN SUMMARY : Max horizontal force normal to building length.L,face = 3.28 kips See Page 4 for Max horizontal force normal to building length,B,face = 2.17 kips Adjusted Wind Forces ANALYSIS Velocity pressure qh=0.00256 115 Ka Ka V2 I = 9.57 psf where: qh=velocity pressure at mean roof height,h.(Eq.6-15,page 27) . Kh=velocity pressure exposure coefficient evaluated at height,h, (Tab.6-3,Case 1,pq 79) = 0.70 Ici=wind directionality factor.(Tab.6-4,for building,page 80) = 0.85 h=mean roof height = 9.85 ft Design pressures for MWF128 P=qh((3 Co)-(G Cis)1 where: p=pressure in appropriate zone.(Eq.6-18,page 28). G Cp I.product of gust effect factor and external pressure coefficient,see table below.(Fig,6-10,page 53&54) G CI,i=product of gust effect factor and internal pressure coefficient.(Fig.6-5,Enclosed Building,page 47) = 0.18 or -0.18 a=width of edge strips,Fig 6-10,note 9,page 54, MAX[MIN(0.1B,0.4h),0.0413,3] = 3.00 ft Net Pressures(psf),Basic Load Cases Roof angle 0 = 18.59 Roof angle 0 = 0.00 Surface ,r, Net Pressure with G r., Net Pressure with (+GCTI) (-Geo) -Pf (+GCN) (-GC ) 1 0.52 3.23 8.68 0.40 2.11 5.55 2 -0.69 -8.33 -4.88 -0.69 -8.33 -4.88 3 .-0.47 -6.22 -2.77 -0.37 -5.27 -1.82 4 -0.42 -5.71 -2.27 -0.29 -4.50 -1.05 1E 0.78 5.77 9.21 0.61 4.12 7.56 2E -1.07 -11.97 -8.52 -1.07 -11.97 -8.52 3E -0.67 -8.19 -4.74 -0.53 -6.80 -3.35 4E -0.62 -7.66 -4.22 -0.43 -5.84 -2.39 5 -0.45 -6.03 -2.59 -0.45 -6.03 -2.59 6 -0.45 -6.03 -2.59 -0.45 -6.03 -2.59 3E , ( 2E 7 _i_ ....,..4 i - --- 0 --- .IE EVERVECE r.rnrofj, -..,.- •, 5.50 DIEIVIIEIN 20 '''14415 DIRECEVI Transverse Direction Longitudinal Direction Basic Load Cases TSE Engineering Page: 4 LATERAL ANALYSIS Job ID: WIND Marquis The analysis on the previous page determines the wind force on the total exposed wind surface of the building. For post-frame construction with embedded posts,the amount of wind force imposed on the main force resisting system equals the roof projected area plus 3/8 of the wall projected area. Calculations that follow adjust the total wind force to the design force on a post-frame building: INPUT: PT= 3280 lbs. (non adjusted) 1 PL= 2170 lbs. (non adjusted) hr= 11.7 ft. he= 8 ft. ADJUSTED WIND FORCES: Transverse; VT= [(hr- 0.625 he)/hr] (PT) = 1878 lbs. Controls Longitudinal; VL= {[0.375 he+ 0.5(hr-he)]/[he +0.5(hr- he)]) (PD = 1068 lbs. Controls SEISMIC The seismic force imposed on the main force resisting system of a post-frame building is based on the seismic weight of the roof plus 3/8 of those walls that are perpendicular to the direction of the seismic force. INPUT: Building Width = 22 ft. p = 1.3 Building Length = 28 ft. 1= 1 SEISMIC WEIGHTS: W roof = 1848 lbs. W end walls = 691 lbs. W side walls = 672 lbs. SDS= 2/3 Ss = 1.000 Cs= SDS /(R/ I) = 0.154 SEISMIC BASE SHEAR: V = Cs W Transverse= 388 lbs. Longitudinal = 391 lbs. SEISMIC DESIGN FORCES: VT= CS Wt p 0.7= 353 lbs. V�= CsWIp0.7= 355 lbs. ; 111 .-i-. Aff Town&Country. l '. POST FRAME BUILDINGS Suite C•18521 Highway 99•Lynnwood,WA 98037-3161 . . Everett:(425)258-4171 Puyallup:(253)840-9552 ••••■1 DIVISION OF Admhistrative Headquarters: (425)743-1555 B 1.7.1. ,-,,A PERMA BI LT FAX: (425)742-4378 Toll Free: 1-800.824-9552 uilding Design Quaky:OurFurtere Depends On Ic.n. Contractor's Lie.4:TOWNCPF099LT • .---\ •-•::. -.. '' r.„,.....f.,„ , , ... ..., .. , ......\,),, , _. ./i 11111 n Pi 1 Roof Pilch Eave Height SE CHECK B Roll-up doors will not hit Truss 1 (A FLOOR PLAN oll-up doors fit in Bays 45'5.-- Wind MPH ---ir Wind Exposure e' Draw North Arrow in Circle 2-5- Snow Load —77 Minimum Clearance (7sC) i s I ..t. I . Il +.--- i. i I — , if 1 _LI i____ I 11' I _Li_ - _ • 111111 — , , ---1- ---1 1 /Os C 1 i 1— _ . :1.-.. . ....y..,—.......1- _____ _ 1 1 . r 1 -r--_L... • !.....41 I T - - --inser7 — ----r---1-11 i ..... . _Li. , 1 • 1 111- 1 1 r „ii_ __i_. _IL_ 1 ..._.... _ -,-- ,-- i• , •1- . , I 1 • -- 4----41---1--1 .... • 1 1 a___ 1 1 , 1 ... I_ i L ! ,' . , J.___.4._ iil 1 , ( 4 1, - • f(.., r 1 I 1■ 41c4) '•1 e I- t 1 i - -- I' I I i 1 A ll...TZ.dbIrsWrisP o – _ i L o1 I 14- _ ....__1■ 1 ri 1; _11_ , r 4'4'1 I I , I 1 •, i , I I , • , , , , I 1------------■ 1---", I 1 i ' ---T—: 7.--T— . — .--- • ---h- i 1 1 1 _I I ! 'XLZ. kii'l. Al5A-e t r;IL-414. i I 1 i 1 1 1 , --, --FL 1'-ii; ii--1-,,t, 'SI—.141;•4*1-7:3F14441111 Piti-HZfiSii4e- 1 I 1----T----1-4-T1 bi=' f.ml f t-1 1 _____7_1......_4..._ re I 1 [ L ___,__J,_ I 1 1 '--- 4_ 1 I —I- 1 I ---, 1 lA ' ! ' .... .!. ■■‘,..■••■r !.. ..■---1-- -r--I- ; 1---1-- 1 it—IHT—+-1--i- 1 't --1- 1 • : ± ± ---1— I ' ' i 4-- 1 l‘-• try\ r Zaur, I ---- - —1-- - ' 1 --1 --t- • ---'-' --1,— f i '---- 1 , ■ 1 , ■ , 1 . • • I I I 1 I 4._ 1111 ,1 , L !!, — ' PI : .... ---i-- 1-- • 1 1 , , 1 —11 , 1-----r--- ;----1 1 . '''' ; St .1 !i_A,.44.0.4.42_4g,1 ---. 7-1-111- ■--t-- , l --I.— -I.— -I t- --1-- 4---- [ I ■ 1--1— I 1 : v, -' 3 oduc•-7: .PA-0 --i-- I --,—, ito tA, r f is-( j 1 1 i • — f• 1, 4__t i 1 1 1 , --i,- --F- , i i _ l i 1 I. L 1 1.----L 1 I 1---/ i. 1 ____..L _L_ i___ ,___ . , • BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract are shown on this drawing and vice versa. Customer Name: P 41--\ '. fliV' f ':'' ' ' ' Lead Customer Signature -1,--bi t It. `-r, s '''( ' •\...., ......, 1111111111110 IIII White-Customer Copy Canary-Office Copy 01-965 Perma-Bilt Industries FR-85 6/07 .•-,,- ze,t..." -L :I TOZ/OZ.11i.- V V . . - TSE PROJECT: JOB#: A Engineering• BY: i- 1 ( . 12930 N.E.178th Street Woodinville,WA 98072 • (425)481-6601 DATE: • tit 5// ::111i.e.D161'-'1.Act.PA E, T Or Po6"-F,FAAlor.,.. 6 EDG..- W int 0 Air Or/ ...._ L';') coNn ?:.:.ki..--1., / . 1 i,.:,) s. v14:A x'.IVe't ;,' /. A•1 1. L\C• I .. ...-- .\ I C1 .------------ / : ------- --•--, "._\, _. --- . ., 1 V : • '- (1 1 O 1') IA 1 i, ,L, •1.4,0's- J. - ..___ . . ,...f __./...,1.1771.'_ th,•17:,?Nil 2)1-}t res \i" 1.- (OM 03i•Itts)i<0 SHEAR (7', - :',-; mia-IR \f/ -----___ OF r t 1 41 , • , , ...' t1 fes :-: 5011:,1/11.t. :01-2,)): .:),\",- rt-AN Var. Vi OF BLDG, 61 .,,,yr,. 1 rkcNi.,,-1 vin\Yi) ... .; - ',.) 1_, •,«.i;A r{'-lC ',•--1 t NO 1‘0Vitil/ TO 1:-' 8 t :pc, si.Ipt., / ..........,. / A --- („:77-:1; 4- d , ...., _ ;,• 1 ,v1,!;, /\ • ) t tsA ---:. !- . ',..H.---:7 i7, 7 ..•:-.7.. •'::-:-, - •;,-,_,::, :1 :',. 7 ' ',.Z_ - 1 .T. :L.:7,1' TSE Engineering page: / SHEAR & DISPLACEMENT OF POST-FRAME BUILDING WITH ONE OPEN ENDWALL Job ID: Marquis Assumptions: Roof diaphragm is rigid Building has shearwalls on sides and one end Building rotates about its shear center SIDEWALL B — I SHEAR CENTER - RIDGE OPEN ENDWALL" A Note: "Open Endwall" is enclosed but without qualifying 1 P=VT 2 shearwall segments PLAN VIEW WITH GRIDS Vr= 1878 lbs. GRID 1 V (shear on endwall)= 1878 lbs. Endwall Shearwall Length = 22 ft. V (endwall)= 85 plf e (distance to shear center)= 12.38 ft. 0 (shear on each sidewall)= 1057 lbs. GRID A Sidewall Shearwall Length = 14 ft. V (sidewall)= 75 plf GRID B Sidewall Shearwall Length = 28 ft. V (sidewall)= 38 plf SE (deflection of endwall)= 0.125 in. SS(deflection of sidewall)= 0.125 in. d = 0.317 in. A= 0.443 in. A allowable per IBC Table 1604.3 = 0.797 in. O.K. Ratio A to H= 0.005 TSE Engineering page: F • SHEARWALL DEFLECTION OF POST-FRAME BUILDING Job ID: Marquis Endwall Input: Results: A= 19.25 in2 8 v H3 = 0.001 in. b = 22 ft. E A b E = 1.3 x 10b psi en = 0.02 in. v H = 0.005 in. G = 11x106 psi Gt H = 8 ft. t= 0.0135 in. 0.75 H en = 0.120 in. V (endwall)= 85 plf E = 0.125 in. Sidewall Input: Results: A= 19.25 in2 8 v H3 = 0.001 in. L (AV.) = 21 ft. E A L E = 1.3x106 psi en = 0.02 in. v H := 0.004 in. G = 11 x106 psi Gt H = 8 ft. t= 0.0135 in. 0.75 H en = 0.120 in. v (sldewall)= 75 plf = 0.125 in. 1 , PRA PANEL II® cor7aENC,En TE6:tYNZCAL 1:1,.E7~`EI21ENCE ATTACHMENT DETAIL GENERAL INFORMATION (-1/;'-14 x 7/8"Stitch Screw(l'-0"o.c.) ►Slope j The minimum recommended elope for Pro-Panel Ile roof / #9-15 Woodscrew panel is 3:12. 3 k 110'Substructure f 1 Pro-Panel II.is designed to be utilized over open structural framing,or a solid substrate. to avoid panel distortion,use a properly aligned and uniform substructure. I ►Coverage I Optional Pro-Panel 11e panels are available in a c/a"rib height with a i j Profile coverage width of 36". ■Length 1 1 ������r----��� Minimum factory cut length is 5'-0". Maximum \\ recommended panel length is 45'-0". Longer panels \_ require additional consideration in packaging,shipping,and Anti-Siphon Groove erection. Please consult Metal Sales for recommendations. i ■Fasteners The fastener selection guide should be consulted for choosing the proper fastener for specific applications. FASTENING PATTERN Quantity and type of fastener must meet necessary loading and code requirements. NOTE:All panels are subject to surface distortion due to improperly applied fasteners. Overdriven fasteners will ,-'4"-14 x '/s"Stitch Screw , #9-15 Woodscrew cause stress and induce oil canning across the face of the t T f t t 1 T r 1 panel at orneerMe point of attachment I l l 1 1 1 I OP Availability Finishes:Acrylic Coated Galvalumee or MS Colorfast45° Gauges:26ga and 29ga standard • SECTION PROPERTIES ALLOWABLE UNIFORM LOADS PSF (3 or More Equal Spans) I Top in Compression Bottom In Compression Inward Outward -a" Width Yield Weight Load Load tin.) KS1 PSF 11a Sxx lxx Sxx In4/ft In'/ft in'/ft In'ift 2' 2.5'i 3' 3.5' 4' 5' 2' 2.5' 3' 3.5' 4' 6' 29 36" 80 0.71 _ 0.0067 0.0134 0.0047 0.0133 90 58 41 27 18 9 90 59 41 27 18 8 2636" 80 0.87 0.0090 0.0181 0.0063 00170 115, 75 52 35 23 12 122 79 55 35 23 12 I. Theoretical section properties have been calculated per AISI 2001"Specification for the Design of Cold-Formed Steel Structural Members." lxx and Sax are effective section properties for deflection and bending. 2. Allowable load is calculated in accordance with AlSI 2001 specifications considering bending,shear,combined bending and shear and deflection. Allowable load considers the worst case of 3 or 4 equal span conditions. Allowable load does not address web crippling or E, fastener/support connection and panel weight is not considered. 3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. a. 4. Allowable loads do not include a 1/3 stress increase in uplift. o S. Diaphram 306 plf average Ulibuate Shear Strength using the above fastening pattern on 2x supports located 2'on center per ASTM E455-04 N tbai!bw= ° 1 SR x t- 3 o.4(504)(1.33):.- 163 ? in metal sales Kent,WA 800.431.3470 Jefferson,OH 800.321.5833 Anchorage,AK 868.840.7663 manufacturing corporation Temple,TX 800.543.4415 Rock Island,IL 800.747.1206 Bay City,MI 888.777.7640 Longmont,CO 800.289.7663 Sellersburg,IN 600.999.7777 Detroit Lakes,MN 888.594.1394 Antioch,TN 800.251.8508 Jacksonville,FL 800.394.4419 Mocksville,NC 800.228.6119 Woodland,CA 800.759.6019 Orwigsburg,PA 800.544.2577 Fort Smith,AR 877.452.3915 Rogers,MN 800.3289316 Independence,MO 800.747.0012 Spokane,WA 800.572.6565 Fontana,CA 800.782.7953 www.metalsales.us.com Y TSE page: (0 Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Sidewall Eave Height Post b Post d HF Post Fb Fc E(10)^6 8 NOMINAL: 4 6 #2 850 1300 1.3 ft. ACTUAL: 3.5 5.5 CD 1.6 1.6 1.0 in. in. CF 1.3 1.1 CL 1 Bay Width Span Roof OH Roof D Roof S Ci 0.8 0.8 0.95 14 22 1.5 3 25 ft. ft. ft. psf psf Fb' Fc* E'(10)^6 1414 1830 1.235 Wind Pressure 0.75W W Is Iw psi psi psi 10 105 140 0.8 1 psf plf pif Cs 1 IBC 2009 ASD BASIC LOAD COMBINATIONS: Loading: D + 0.75S + 0.75W Loading: D + W P 3150 lbs. P 525 lbs. fc 163.6 psi fc 27.3 psi le 76.8 in. le 76.8 iri. le/d 14.0 le/d 14.0 KCE 0.3 KCE 0.3 FCE 1900 psi FCE 1900 psi c 0.8 c 0.8 k.1 1.27 k.1 1.27 k.2 1.30 k.2 1.30 Cp 0.70 Cp 0.70 Fc' 1288 psi Fc' 1288 psi M (in-span) 5670 in.-lbs. M (in-span) 7560 in.-lbs. M (base) 10080 in.-Ibs. M (base) 13440 in.-lbs. S.Mod. 17.65 inA3 S.Mod. 17.65 inA3 fb (in-span) 321 psi fb (in-span) 428 psi fb (base) 571 psi fb (base) 762 psi Post CSI (in-span)= 0.24 Post CSI (in-span)= 0.30 Post CSI (base)= 0.46 Post CSI (base)= 0.55 v 6.9.07 Y ' 'TSE page: if Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Endwall Eave Height Post b Post d HF Post Fb Fc E(10)^6 8 NOMINAL: 4 6 #2 850 1300 1.3 ft. ACTUAL: 3.5 5.5 CD 1.6 1.6 1.0 in. in. CF 1.3 1.1 CL 1 Av.Spacinq Bay Width Roof OH Roof D Roof S Ci 0.8 0.8 0.95 11 14 1.5 3 25 ft. ft. ft. psf psf Fb' Fc* E'(10)^6 1414 1830 1.235 Wind Pressure 0.75W W Is Iw psi psi psi 10 83 110 0.8 1 psf plf plf Cs 1 IBC 2009 ASD BASIC LOAD COMBINATIONS: Loading: D + 0.75S + 0.75W Loading: D + W P 1683 lbs. P 281 lbs. fc 87.4 psi fc 14.6 psi le 76.8 in. le 76.8 in. le/d 14.0 le/d 14.0 KCE 0.3 KCE 0.3 FCE 1900 psi FCE 1900 psi c 0.8 c 0.8 k.1 1.27 k.1 1.27 k.2 1.30 k.2 1.30 Cp 0.70 Cp 0.70 Fc' 1288 psi Fc' 1288 psi M (in-span) 4455 in.-lbs. M (in-span) 5940 in.-lbs. M (base) 7920 in.-lbs. M (base) 10560 in.-lbs. S.Mod. 17.65 in^3 S.Mod. 17.65 inA3 fb (in-span) 252 psi fb (in-span) 337 psi fb (base) 449 psi fb (base) 598 psi Post CSI (in-span)= 0.18 Post CSI (in-span)= 0.24 Post CSI (base)= 0.34 Post CSI (base)= 0.43 v 6.9 07 ' TSE Engineering Page: 12- P= 4025 lbs Foundation Design Diaphragm Restraint per 2009 IBC Section 1806.3 & 1807.3 w H(ft).8 Bay Width (ft)= 14 Wind Load (psf)= 10.0 lw= 1 w(plf)= 140 Lateral Load Design: Post Diameter: 0.54 ft. 0.0 cu yd Foundation Depth: 4 ft. Constrained? YES Depth Required 2.7 ft. Nonconstrained? Soil Passive Allowable: 150 psf Gravity Load Design: DL(psf)= 3 P= 4025 lbs Snow Load(psf) =25 Foundation Diameter: 2 ft. Span +overhang(ft)= 25 Foundation Area: 3.1 sf Bay width(ft)= 14 Bearing Allowable(Fbrg): 2000 psf Is= 0.8 Actual Bearing(fbrg)=P/A= 1282 psf Cs= 1 v 10.10.04-5.23.05 . TSE Page: Engineering PURLIN INPUT: Uniform Loading Span Length w (DL) w (SL) Is L Roof (psf) 3 25 0.8 13.5 ft 0 Tributary(ft) 1.33 1.33 Cs= 1.0 Wall (psf) 0 0 Tributary(ft) 0 0 Floor(psf) 0 0 Tributary(ft) 0 0 Other(plf) 3 0 w (TL) 0 7.0 26.6 33.6 0 plf plf plf RESULTS: VI (DL) Vr(DL) VI (LL) Vr(LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 47 47 180 180 227 227 159 606 765 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 101\6 Manuf.Lbr. Co 1.15 Timber CH 1 Dimen. Lbr. HF#2 1105 75 405 1.3 Cr 1.15 psi psi psi psi Ci 1 b d A S I 1.5 5.5 8.25 7.6 21 in. in. in^2 in^3 in.^4 fv= 38 psi Brg.Lgth.= 0.031 ft. CL= 1.000 fb = 1210 psi GL Cv= N/A R = N/A 4 (DL) = 0.19 in. 4 (LL)= 0.74 in. 4 (TL) = 0.93 in. RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION fv/Fv' = 0.45 L/ 220 for LL> U180 ok fb/Fb' = 0.83 L/ 174 for TL> U120 ok USE 2x6 HF#2 0 16" oc Table 1604.3 v 3.3.03 " • ' TSE Engineering Page: �t/ Pf= 25 Cs= 1.0 1= 0.8 = trib width= 8.5 RAKE BEAM PD= 3 ♦ J, J, w J, I. RA Re 1.75 1.75 1.75 1.75 1.75 1.75 Y --- L= 10.5 ft. INPUT: w (DL) plf 34 34 34 34 34 34 w (LL) plf 170 170 170 170 170 170 w (TL) plf 204 204 204 204 204 204 P (DL) lbs P (LL) lbs P (TL) lbs 0 0 0 0 0 RESULTS: RA(TL) = 1068 lbs. Re(TL) = 1068 lbs. VA (TL) = 1068 lbS.(max.) VB (TL) = 1068 Ibs.(max.) MA (TL) = 0 ft.lbs. MA-B (TL) = 2804 tt.lbs.(max.) MB (TL) = 0 ft.lbs. A (DL) = A (DL) = 0.036 in. A (DL) = A (LL)= A (LL)= 0.181 in. A (LL)= A (TL) = A (TL) = 0.216 in. A (TL) _ BEAM PROPERTIES: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. Timber Dimen. Lbr. HF#2 935 150 405 1.3 psi psi psi psi b d A S I Brq.Lgth. Co 1.15 3 9.25 27.75 42.8 197.9 0.07 CH 1 in. in. in.^2 in.^3 in.^4 ft. Cr 1 STRESSES: Ci 1 fv= 49 psi fv= 49 psi fb= 787 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv/Fv' = 0.29 fv/ Fv' = 0.29 fb/ Fb' = 0.73 RATIOS OF SPAN TO DEFLECTION: L/ 697 for LL L/ 582 for TL USE (2)2x10 HF#2 v 3.3.03 • Job Truss Truss Type Qty Ply TCPB Slack AG7 16008658 TCPBAG7 122 OUEENPOST 1 1 - Job Reference(optional) ProBuild Arlington,AdirlgIon,WA 68223,Jim Stanford 7.250 5 AWW 25 2011 MiTek Industries,Inc.Toe Oct 0915:40:33 2012 Page 1 0-0-0 ID:U_QkL9ySbLsm8VFTPVmYPJzkD4y545m2p5gEoGMeOAQY8bkYM?x_gkbElo(Uxz yV5uy 7-5-14 11-0.0 I 14-2-2 22-0-0 7-8-14 3-3-2 34-2 7-8-15 Scale=1:36.7 5x6 I I I 4.00 12 24 Q .0 -- ��1 44 i ti ��� : 1 ti z.* 1 5 5x8= 7x10 WISH= 5x8= 0.0-0 0.0-0 11-0-0 I 22-0-0 11-0-0 11-0-0 Plate Offsets(X.Y): 11:0-1-14,0-0-21 (5:0-1-14 0-0-21 I LOADING(pst) SPACING 7-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.25 5-6 >999 240 MT20 185/148 TCDL 5.0 Lumber Increase 1.15 BC 0.64 Vert(LL) -0.41 5-6 >634 180 MT18H 185/148 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.12 5 n/a n/a BCDL 1.0 Code IBC2009/TPI2007 (Matrix) i Weight:93 lb FT=20% LUMBER BRACING TOP CHORD 2 X 6 DF 2400F 2.0E TOP CHORD 2-0-0 oc puffins(3-4-15 max.). BOT CHORD 2 X 4 DF 2400F 2.0E BOT CHORD 9-9-0 oc bracing:1-5 WEBS 2 X 4 HF Stud/Std JOINTS 1 Brace at Jt(s):3 THIS DRAWING ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING REACTIONS (lb/size) 1=2337/0-5-8 (min.0-3-14),5=2337/0-5-8 (min.0-3-14SHOWN.DUE TO THE WIDE SPACING OF THE TRUSSES,SPECIAL CONSIDERATIONS MUST BE Max Horz 1=-101(LC 3) GIVEN IN THIS AREA.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER/ARCHITECT Max Uplift l=-374(LC 4),5=-374(LC 5) TO SPECIFY PROPER BRACING SIZE AND ATTACHMENT. FORCES (Ib)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=5024/784,23=-3731/589,3-4.=-3731/589,4-5=-5024/785 BOT CHORD 1-6=688/4558,5-6=-593/4558 WEBS 2-6=-1571/428,35=-311/1916,45=-1571/430 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wtnd:ASCE 7-05;85mph;TCDL=5.Opsf;BCDL=1.Opsf;h=25ft;Ceti;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 top chord dead load. 5)All plates are MT20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 374 lb uplift at joint 1 and 374 lb uplift at joint 5. 7)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ySBPH OA, " . r ' 4 -'r October 9,2012 1 r A WARNING-Verify design parameters laesoread isdeonnhis Tined Design lupon Drawing and included shown,and is Reference i Sheet lbuilding component.before use. .Applicability Oecgn valid for ign use with ter and connector pro r i plates only.This design is based is responsibility nson pa of building shown,and is for an r fthe trusses es arid nsmponena lateral str Et of design parametersand proper web and chord members the tors are for compression urbi ngiogye of for uiownerabiby busengadiisnal temporary 1po restraint or desgnal br ping to nn ire stied webmeonord men is thare fprnsibpty attnbnsJ;Gng onldnotal stability builds bracinb.ty balcngl of tve lslmgtu S the cal bracing to insure building during construction a the responsibility Igthe installer. ut alfer.regarding permanent building es,fabrication,bracing of the averaN structure 's the responsibility of the building esiiner or owner of the trusses.For general guidance regarding design responsibilities,fabrication,qualay control,storage, delivery,erection,lateral restraint and diagonal bracing,consult ANS117P11,0.58-89 and BCSI(Building Component Safety Inrormebon)available from CONSULTING LLC SBCA at wwwsbcnduslry.com, • • !�� ® 16521 Highway 99,Suite C•Lynnwood,WA 98037-3161 T i [OWll & WUYl Everett:(425)258-4171 •Puyallup:(253)840-9552 POST FRAME BUILDINGS Administrative Headquarters: (425)743-1555 a FAX: (425)742-4378.800-824-9552 ' ERMA BI LT Contractor's Lic.#:TOWNCPFO99LT V DIVISION OF permabiit.com•facebook.com/permabif Quality:Our Future Depends On It."' DIRECTIONS TO SITE JOB NAME: 1 t 4174 `�UI j nn,� SHIP TO ADDRESS: l Z Silih (vv �a (rvi2L- tAJ J Y21- 9Y3L TELEPHONE#AT JOB DROP: l X-175 G �/�� THOMAS GUIDE Can a semi'turn around at the job drop? 0 Yes ❑No LJ Back-in Only ❑Other Can a two tone get into the job drop? MY-es ❑No ❑Other Can a concrete truck get into the drop? [!Kes ❑No ❑Other Will a 4 wheel drive vehicle be required for deliveries? ❑Yes No ❑Other Directions 46WW1/y l 04 7 jv J% ,v) /41-71.11'L ge-706/5 - 77)44, orb S>Lc 1N' 2 0 a -'i oN /�1S �d ryir 1(i c wrsT� DIRECTION //!-v /,ay su/Ne 12-0 �GO 'Truck Dimensions:65'long,8'wide, 121/2'high,and it weighs 35,000 lbs.empty. 2Truck Dimensions:30'long,8'wide, 121/2'high,and it weighs 18,000 lbs.empty. 2012 Perma-Bill®Industries FR-35 07/12 111 11111 I i 41P AL. A W N 7. ;` i m / H c m e 4/ m ? 286 m s : v C O O z /2 0? O. ee ._- _==- .. r C Z O1 D n Am m z m ' BLOCK I 4% 40' MAX.) 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DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 0 360/379-4450 • 360/379-4451 Fax $INW http://www.co.jefferson.wa.us/commdevelopment/ Construction Stormwater Pollution Prevention Best Management Practices (BMPs) Packet For"small" projects (as determined through the Stormwater Calculation Worksheet), the applicant shall consider the twelve Construction Stormwater Pollution Prevention elements and implement applicable BMPs. A set of useful BMPs for typical rural residential construction is attached. There is no additional submittal required as part of the permit application. For"medium"and "large" projects, the Construction Stormwater Pollution Prevention Plan (SWPPP) is part of the overall Stormwater Site Plan required as part of the permit application. Refer to the Stormwater Management Information Sheet for guidance. The following twelve elements must be considered for Construction Stormwater Pollution Prevention before and during the construction phase of the project: 1. Mark Clearing Limits 7. Protect Drain Inlets 2. Establish Construction Access 8. Stabilize Channels and Outlets 3. Control Flow Rates 9. Control Pollutants 4. Install Sediment Controls 10. Control De-Watering 5. Stabilize Soils 11. Maintain Best Management Practices 6. Protect Slopes 12. Manage The Project Each of the twelve elements is described in more detail below: 1. Mark Clearing Limits By minimizing the limits of clearing on the site, a builder can minimize stormwater runoff and provide effective control of pollution. 2. Establish Construction Access Much of the sediment that leaves a construction site does so on the wheels of delivery and construction vehicles that drive off a project site. Construction access must be limited to a single location and a properly constructed Stabilized Construction Entrance (BMP C105) should be included on the site. 3. Control Flow Rates Stormwater that leaves a project site unimpeded may exceed the capacity of the existing stormwater control facilities downstream and may contain sediment that may be deposited as the velocity of the runoff decreases. Stormwater protection on a construction site should include measures to control the flow rate of runoff from the site. This can be done by installing a Sediment Trap (BMP C240) or other measure that will impede the flow of water off a construction site. 4. Install Sediment Controls In addition to limiting the rate of stormwater flow off a construction site, measures should be put in place to treat the runoff and remove sediment. Limiting of the cleared area(Element 1)will assist in this effort, but there will be exposed soils that may move with the runoff. Suggested BMPs for controlling sediment include Straw Bale Barriers(BMPC230), Brush Barrier(BMP C231), Gravel Filter Berm (BMP C232), and Silt Fence (BMP C233). Installation of a Sediment Trap(Element 3) is an additional sediment control feature. construction SWPP.doc Page 1 10/12/2003 I . 5. Stabilize Soils An additional measure that can minimize sediment transport in runoff is to stabilize soils on the site with mulch or some other covering. This will limit the amount of soil that is exposed to rainfall, thus limiting the sediment that could potentially leave the site. BMPs that could be used for this include Mulching (BMP C121), Nets and Blankets(BMP C122), and Plastic Covering (BMP C123). During periods of dry weather dust can become a problem and sediment could be transported from the site in high winds. BMP C140 Dust Control should be followed to limit loss of soils in windy conditions. 6. Protect Slopes If the cleared area includes slopes of 3:1 (Horizontal: Vertical) or steeper, the slopes should be protected to limit runoff. If the slopes are not protected, rills and gullies may form, transporting sediment to the lower elevations and potentially off the construction site. The slopes should be graded to minimize erosion and runoff at the downstream end of the slopes, and runoff should be collected and treated. The following BMPs could be used Surface Roughening (BMP C130), Interceptor Dike and Swale(BMP C200), and Pipe Slope Drains(BMP C204). 7. Protect Drain Inlets Runoff from urban construction sites often discharges into existing stormwater collection systems. Water enters the collection system through drain inlets. If there are drain inlets downstream of a construction site, they should be protected using BMP C220 Storm Drain Inlet Protection. 8. Stabilize Channels and Outlets Any temporary on-site channels or ditches that are used to control runoff should be stabilized to prevent erosion in the channel. BMP C202 Channel Lining and BMP C209 Outlet Protection should be used. 9. Control Pollutants The best way to control pollution is to limit the source of pollution. Construction debris should be maintained in a safe location. Vehicle maintenance on the construction site should be minimized and any spill should be promptly cleaned up. Concrete spillage should be kept to a minimum and cleaning of the concrete trucks after they have unloaded should be done in an area that will not drain off site(see BMP C151 Concrete Handling). 10. Control Dewatering In some cases, excavation for the foundation or below ground structures will encounter ground water. This water must be removed (dewatered)from the excavation. Discharge of this ground water must be treated in a manner that will not cause damage downstream due to flow rates or added pollution. There are no specific BMP identified for this activity, but the water should be handled with care to assure that soils or other pollutants are not added to this flow. 11. Maintain BMPs Installation of the appropriate BMPs is not adequate to completely control stormwater runoff. The BMPs that have been installed on the project must be inspected and maintained during the duration of the construction project. In addition, the temporary controls that were installed for construction should be removed within 30 days of completion of the work. Typically, once construction has been completed, the temporary facilities are not maintained, and by removing the facilities, it will ensure that these won't fail and discharge water or sediment that had been previously trapped or contained. 12. Manage the Project Management of a project has four aspects: 1. Phasing construction to prevent transportation of runoff and sediment, 2. Limiting the work during seasons where large amounts of rainfall could be anticipated, 3. Coordination with Utilities and other Contractors, and 4. Inspection and Monitoring. All of these for aspects are important and must be followed to ensure a project that will have minimal impact on the environment. Volume II of the Manual contains additional BMPs that could be used on-site. The applicant is encouraged to review the Manual to see if other BMPs may be applicable to, or more useful on, a particular site. construction SWPP.doc Page 2 10/12/2003 w Attachments: Best Management Practices from 2001 Ecology Stormwater Management Manual The following BMPs for Construction Stormwater Pollution Prevention are sediment and erosion control measures for the construction phase of typical rural residential development. Some projects may not require implementation of all of these BMPs; others may require additional measures not listed here. • C105 — Stabilized Construction Entrance • C121 — Mulching • C122 — Nets and Blankets • C123 — Plastic Covering • C130 — Surface Roughening • C140 — Dust Control • C151 — Concrete Handling • C200 — Runoff Conveyance and Treatment BMPs • C202 — Channel Lining • C204 — Pipe Slope Drains • C209 — Outlet Protection • C220 — Storm Drain Inlet Protection • C230 — Straw Bale Barrier • C231 — Brush Barrier • C232 — Gravel Filter Berm • C233 — Silt Fence • C240 — Sediment Trap construction SWPP.doc Page 3 10/12/2003 • 16521 Highway 99,Suite C•Lynnwood,WA 98037-3161 11..1i111.1.111M..111.1'Town & Country Everett:(425)258-4171 •Puyallup:(253)840-9552 I POST FRAME BUILDINGS Administrative Headquarters: (425)743-1555 e FAX: (425)742-4378•800-824-9552 NINIIIMINIMMIERt • It— ERMA BIL.T. Contractor's Lic.ft:TOWNCPF099LT DP/ISION OF permabid.com•facebook.corn/permabilt Quality:Our Future Depends On It.' DIRECTIONS TO SITE JOB NAME: /01 SHIP TO ADDRESS: 2- 911N6 'P V I I/T- 1,02 L-0 kr) V\J 9Y3lir TELEPHONE#AT JOB DROP: / 7q THOMAS GUIDE Can a semi'turn around at the job drop? 0 Yes 0 No [ Back-in Only 0 Other Can a two tone get into the job drop? [ Yes 0 No 0 Other Can a concrete truck get into the drop? Ees 0 No 0 Other Will a 4 wheel drive vehicle be required for deliveries? Dyes 1-21‘ 0 Other Directions `til/l/li I 64 1-/dPo 0 abv,41 ge-7 066: — IV/Cif/ ON )1-t 1A/k 12 0 U‘) . (z 11-/K)A16- ksie- DIRECTION • 6$/ //v 12-V 'Truck Dimensions:65'long,8'wide, 121/2 high, and it weighs 35,000 lbs.empty. 2Truck Dimensions:30'long,8'wide, 121/2'high,and it weighs 18,000 lbs.empty. C 2012 Perma-Bitt®Indus-tries FR-35 07/12 111111111111 I 4 415.34.,, 4t N JEFFERI COUNTY Ill 40, DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 3601379-4450 • 360/379-4451 Fax • p' www.cojefferson.wams/commdevelopment Master Permit Application MLA: Projeq Description(include separate sheets as necessary):7 if" V —, C'on sf r u �a fycm o� � G>r �rk e Tax Parcel Number 2.j 03 U 2----7 property Size: I� (acreslsquar�e --R Site Address and/or Directions to ' .•_- : I i i APR 9 2013 /646a VD» ,fie,, /2>� ° iae) , fr3 5 Property Owne s)of Record: R c_ Al 'n ' S xrfY-- i Telephone: 4_. 7 - . " �'' \ ,,.vt�TT--Fax pp� em I _. ?E°T.OF CO" LAITY nrl____ ,___ Mailing Address: 7//2 IAA- Sf JCCJ lfral/2J,7 2 r UPS,h '-C.e-- iIA.98040 - Applicant/Ag= (if different from owner): >�O(. ri61. i. iw2h_• A. i .1.! .I/ It _,!.v Telephone' • _ 74 --/55 q Fax: ' 742- ' 78 email: ii.', if Mailing Address: 11P52I Y i/ -e iome:utak 171 , / `Da What kind of Permit?(Check each box that applies ❑Building ❑Critical Areas Stewardship Plan tit Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) ❑Single Family El,Garage Attached ❑Conditional Use[C(a),C(d),or CJ" ❑ 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)lAmendments** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration""` ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions"" ❑Site Plan Approval Advance Determination(SPAAD)" ❑Shoreline Management Substantial Development"" ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request *"Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, If known: IGNATION OF AGENT I hereby designa = J,-,01...11!_� L. • '.4' i2// (• -* as my agent in matters relating to this application for permit(s). v (119,/ OWNER SIGNATURE 'ila--_ IA . . _ Date:_ ii rue l3 By signing this application form,the owner/agent attests th- e information provided herein,and in any attachments,is 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 app n that he or she wants prior 2nkotice. \,` Signature: f , L'O Date: t� —1 A-�.� The action or actions Applicant will undertake as a suft of the Issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential lake"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-transfera esponsibility for adhering to and complying with the ESA. The Applicant has read this disclai era signs dates it below. Signature:non-transfera J k.6-A t L-c Date: 3/7 �� •3 G:\PermiitCenter\###FORMS###\DRD FORMS\Master Permit Application S-29-08.doc ' • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. •, Signature: Date: GENERAL CONTRA TOR OR MAN TURED HOME INSTALLER: • PHONE: FAX: la&i]atnc�'£ tic fr :; < d//2 (42,5) •74.3 %555 (42- 74-2- 7.5 MAILING ADDRESS: ;662/ CY49 '4' 2Ciz/�llJ(Xf U/N gOU3 MAL: g.h.Y! , t,_anit Ir a)}.rni l Li1-,64 CONTRACTORS LICENSE it WAINS' NUMBER: - NUMBER ARCHITECT/ENGINEER: 7-5.6"'61T/L.12-0.A L/7/ PHONE ( ) FAX:( ) MAILING ADDRESS: -1 EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New A Wood Existing: er ❑Sewer J Addition ❑ Steel Proposed:Total: .� Height ❑ Community System ❑ Alteration/Remodel ❑ Concrete g ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# R{2, - d t, ❑ Demolition ❑ Other. Bedrooms: Water Supply: Existing: & Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: ❑ Public I-ILVLF' Total: -1--- Name of System: If this is a Commercial Project you must answer the following: I Number of Parking Spaces: Current N/A Proposed: /b/4 Number of ADA Parking S :/✓/4 Number of occupant (includes owners,tenants,employees,etc) Cu t 471 Proposed _L IBC Occupancy:/�/� IBC Type of construction: /.4 Will you have Food Service? If this is a Propane Tank and/or Appliance Installation permit.mark all items below that apply: I Underground Tank I Above ground Tank Size of Propane Tank: I Heat Stove I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank 1 Pellet Stove I Other — , Is this appliance being installed in a Manufactured/Mobile Home? Yes ,Ni ` r 1 ' ' L� �, • When applying fora permit to install a propane tank you must also submit a site plan showing altof , lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system compone — including the reserve area. i Seuare Foote!- Current Pro..—d • 'g 'ls "i..,.c.. °)d. h i, .,i',17u4 n a+l,N41,E:,1+ . _ :1;11,. _F .. Main Floor Heated ,' EH Bid App Review: ri I 2"0 Floor Heated Consistency Review: �� -r-0 ;' Nn'rr'FtOPMFNT Other Heated {a Base fee: 31 5 finr Mezzanine Additional Section: Heated Basement " Plan Check fee: ( / Unheated Basement ,a*'r ± State Surcharge fee: I r, � �., Other Unheated f : ', Pot Water Review fee: Garage/Carport T ,.., SUBTOTAL (.0/c,,,Decks n.Pt ` 911/Rd Approach fee: 01r:p 4 r Other q' '11" rf TOTAL $ lug(' g(' x ° l' Receipt Number: 1,`�'d a,a -,, j Cash/Check Number: 1 Cad b _-__ - , ESTI •TED COST(REQ• - ) Date: .Fair,, et value of all labor and is foundation to finish . -9 -)3 • 43 /�G 5/ l Initials: G:\PemutCenter\###FORMS###\DRD FORMS\Master Pem*Applies lion 5-29-08.doc • . �., Town S.Country. ��� 18521 8.417ay 99•Lynnwood,WA 96027-3151 POST FRAME BUILDINGS B u d i n Des i n 1:(425)258.4171 Puyallup:(253)840-9552 g g Admtnistralive Headquarters: (425)7434555 R PERMABILT FAX: (425)742-4376 Toll Free: 1-800-824-9552 _Qt„,„,,,,,,,,Furore Depends On it,,, Contractor's Lb.#:TOWNCPF099LT �OD) 1fflirflifl r rili PL, ASE CHECK FLOOR PLAN � oll-up doors fit in Bays Wind MPH Draw North Arrow in Circle Roll-up doors will not hit Truss ---/g— Wind Exposure 4f/2- Roof Pitch �' Eave Height (I■D I'- 01 Lc' Snow Load 7 Minimum Clearance I ; ,H , 1 • q■ ��� ■ _ �■ ■ Ni 1 11111111- _ - 11111111 I i0 c 2 :; f Will �� ompi�►N I♦.2i ■RRRR al UUi1111111 ... ilRallireal_ I I !I1'IIIIIIiIIiii .1 1. ' ! RUU• i 1 !' MIII: 1 j. -I Mr= I 1 t ' • MOI■ I 1— —b Zz z x4 I �� M 1, W 5 Am- 1 ig ,, f ff L'P"sfa�t. 11 s j �� ` P • I r c .0 , I , U� �,x-T Rall . t , Its ,_ C I �-all t I ( 11� �� , _ -1L-1 - ■ � _ �. I .— i si w i — IIMINEE ' ; r. 1 E 1 , 'r 111111111 ' , ; !1 IN - BUILDING ELEVATION •Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract are shown on this drawing and vice versa. Customer Name: t' ' ':- Ail"'l'(' " _- ,' ct Lead# /7 3c/ Customer Signature ;A t?.. el--- 1111111111111111111 White-Customer Copy Canary-Office Copy 01995 Perma-Bilt Industries FR-85 6/07 -' ... . '-I-._ " i(,'x7v-i'r7.7.:i C1wi0-...LE-Eti-<– II III ��.i ON cad JEFFERSON COUNTY !� [ C [ 0 V CE hDEPARTMENT OF COMMUNITY DEVELOPMENT!! , I 621 Sheridan Street• Port Townsend I Washington 98368 APR 9 2013 q0 NO.tO 360/379-4450 . 360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ ,__,I i JEFFERSON COUNTY "FP? OF COMMUNITY DEVELOPMENT Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME I I. (LA ,//oiD- a, .L?t l 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 1' /'7 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet - . !) sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow, elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower, and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: ., �/ Does the project convert'/,acres or more of Construction site for structures �'f sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes C. Well,utilities,etc. .Q sq/ft Does the project convert 2'/z acres or more of Q n native vegetation to pasture? Driveway,parking,roads,etc. / ( ` sq/ft Circle: Yes Lawn,landscaping,etc. sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Q Total Land Disturbance I sq/ft Cut Fill 2-(06,, (cu/yd) lover] stormwater talc worksheet—REV.2/20/2008 1 • I 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 Ho Structures(all roof area) sq/ft Structures(all roof area) -(- ' sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) rin (without infiltration below) Driveway,parking,roads,etc 0 o ` sq/ft Driveway,parking,roads,etc Sob sq/ft Other (621\lcRk"'(EI)A l sq/ft Other sq/ft Total New �3O1 sq/ft Total Existing FD sq/ft TOTAL NEW+TOTAL EXISTING* 41987 sq/ft `This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: Does the site have 35%or more of existing impervious surface? Circle: Yes �q 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- e:app wm t t in ormation provided herein is true and correct to gthe best of my knowledge. I also certify',tha�h fi t3 is elw h he full knowledge and consent of all owners of the affected property. !j (17}1A.Z- ; 9 2013 (LANDOWNER A THORI ED REPRESENTATIVE SIG RE) 1 (DATE F _ Sc�.t �°si � ` �3= _:...._�,Y"C` :..._ ..__u._ stormwelar cal°worksheet—REV.220/2008 2 -__.-- ...-_- -____—_- ..--- sTown &Country: Si a Phan ... mmonimmemil Suite C•16521 Highway 99 Lynnwood,WA 98037-3161 Ple a Check After Doing Site Ptan; POST FRAME BUILDINGS 9 ptic and drainfield Everett:(425)258-4171 Puyallup:(253)840-9552 �party dimensions Br lines 2e Draw North Arrow in Circle DIVISION OF Administrative Headquarters: (425)743.1555 tion of party PERMABILT LM Fycistos buildings tbacks of A� 1 FAX:(425)Administrative Hea76 Toll s:(4(425)743.1555 z ❑❑❑❑PPP' proposed&existing buildings die of veal r //�� 1 TM Contractor's Lic:#:TOWNCPF099LT _ Joposed building in road with name I rplan t,�' . Quality:Our Future Depends On It."" asements Access to proposed budding ones.>in ours(5'increments) �`"%J Job Name: k - JOb SitsAdddress: k„T.f .-C..k.c..E� TsxAccounf#: y (01 02f/ Legal Description: At ( LfL Lfzt aid %l3o5 t- az_e= I.14ab'e sU' . 1/V = AleEa of SRI ,e,1/41cE Posh ealSi-huc..6c5rI I' =G v' nn lio .- ♦�r Y' Ch ?,� t 3v A-cc k5( EACEMFAr:I ' , n Z (� .0 - - - - _:- .4- 7vra-ff ts.=t0�v n tartk� c (A �' sz&...0(.14 22 c. l4Po , o yY PF2v$ ovs gLO&-: 7&)' P2rwt� r4 I. 110 14.446-f s'. 682 vi1 ar I1 I I I I2-6 4/Z4/4:-. 13bn LoT " c-' M I S . •l t r I. } ek.5 E EIUrr Cod (0-) INSFr ! r o • (,o` {#cc>cSS • 4'14 s h $3 Z ,-7r'_., -- r acct Ln 411;"1 22 ka5 iii r ktpcsrm w 4 11 mst&ff6ot N AO Er— o 11E07-1VIE0, � J t::I/ ., � z"' ate; I I PR 9 2013 ,k C ' � o>� � � i w lii .;',; , JEFFERSON COUNTY W y .=td 1 , PEPT.OF COMMUNITY DEVFLOPMENT =1 w -R'. F,) h DO NOT SIG INCOMPLETE SITE PLAN! U'1 Customer has verified and approved the location of the building,orientation of the building to the North,and.verifies that all White-Customer Copy White-Office Copy utilities are shown on this dra In{),�nn�the correct location _ CUSTOMER SIGNATURE -. (''`-? tf v,. ‘t /' `::•� '�' . v tEAO# /��� ! 01995 Perma Industries FR-34 6/07 111E111111111111111 •1 0 Contractors or Tradespeople *ter Friendly Page • Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name TOWN a COUNTRY POST FRAME BLDS UBI No. 600461076 Phone 4257431555 Status Active Address 16521 Hwy 99 Ste C License No. T0WNCPF099LT Suite/Apt. License Type Construction Contractor City Lynnwood Effective Date 6/30/1991 State WA Expiration Date 6/30/2015 Zip 980373199 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company PERMA BILT IND INC Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status PERMA-BILT Construction PERMAB1179JR INDUSTRIES INC Contractor General Unused 4/19/1983 6/30/1991 Archived PERMABI184JL PERMS-BILT Construction INDUSTRIES General Unused 4/13/1982 4/2/1983 Archived Contractor Business Owner Information Name Role Effective Date Expiration Date MILLER, GLENN R President 06/30/1991 Bond Information No records found for the previous 6 year period Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 3 0234000008 2/10/2011 Until Bond $12,000.00 2/16/2011 Released 2 3243046962 3/3/2009 2/11/2011 Bond $12,000.003/3/2009 1 21542234 5/24/2005 3/3/2009 Bond $12,000.00 5/24/2005 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 28 Ohio Security BKA1254953403 08/15/2012 08/15/2013 $1,000,000.0007/30/2012 Ins Co 27 Ohio Security 54463872BKA1Q308/15/2011 08/15/2012 $1,000,000.0008/12/2011 Ins Co 26 Continental CWP2698772 08/15/2010 08/15/2011 $1,000,000.0008/10/2010 Western Ins Co 25 Continental CNP2698772 08/15/2007 08/15/2010 $1,000,000.00 08/13/2009 Western Ins Co LIBERTY 24 NORTHWEST 004158071 08/15/2006 08/15/2007 $1,000,000.00 08/09/2006 INS Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 7/17/2013 Contractors or Tradespeople liter Friendly Page • Page 2 of 2 Infractions/Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 7/17/2013 Op Front Parcel Review • Parcel 721031027 Printed: April 10, 2013 CHARLES P MARQUIS Site Address: PATRICIAA MARQUIS 1662 SHINE RD 7112 230TH ST SW MOUNTLAKE TERRACE, WA PORT LUDLOW WA, 98365 Parcel Number: 721031027 S-T-R: 3-27N-01E Total Acreage I Legal Description SUNSET HAVEN SHORT PLAT LOT A SUBJ/EASE Land Use: 1100 Flood District: Fire District: 3 Planning Area: 8 Flood Map(FIRM) Panel No: School District 49 Zoning: z_ COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ kc 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) [frr Legal Access to Property e' NO [1/j Parcel Tags or Scanned Documents ES NO tvT S — [ 1/( ESA's: Special Reports by YES NO - [ Designated Ag YES _ [ r•j' Shoreline Designation: YES NO [ ) Shoreline Slope Stability: YES NO Stream Type:YES NO Fish& Wildlife:YES NO Wetlands: YES NO Rare Plants:YES NO Seismic: YES NO Landslide: YES NO Flood: YES NO Erosion: YES NO Aquifer Recharge Are")S� NO 5 rf SIPZ: none At Risky Hig Risk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ tormwater site plan sue . itted: YesNo [ orest Lands: YES •O Adjoining Forest Lands: Commerciall Rural/ Inholding Mineral Lands: YES [ ] Agricultural Lands: YES [ 11 Archaeology: YES al [ V Stormwater: New n.-• •• face C 7 07— Lan. Di bing Activity (30(� ESA's Stormwater • r ' -• Min keg#1 thru#5 Min Reg#1 thru#10/ Engineering [ yr Notice Provisions/Disclosure:Ai'port YES NO MRL YES NO Forest Lands YEs No [ , Landscaping Required: Yes o_ [ Parking Spaces Re• d NO l©Other 1 t Building Height: UBC Standard [ ,,j Impervious Surface covera ercentage: Resource Lands&Public: 10W Rural Residential 40, Rural Indu. Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ITotal Building(s) Size: RVC:20,000 SF CC:5,000 SF NC: 7,500 SF GC: 0,000 S All others:subject to septic&water constraints/None specified [ L.V.--Setbacks: Front: 20 Left Side: ik!_ 2' 'ght Side: S Rear: 4 Shoreline Setback: SHA Setback: [ Road Classification: Road Approach: NOT REQ'D RAP [ t SEPA Required: 'YES [ Flood Certificate: [ g< Existing Case(s) &Condition(s): Violations: Yes No [ I/r 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 O, submitted: YES NO [ GA No Protest Agreement YES [ LTS O• submitted: Y NO Site Visit conducted YES i T [ W.-Require Final Zoning Approval 'ES 0 [ (.]'ADMIN: Setbacks entered in Permit Plan case DYES New Parcel Tags entered in Permit Plan 4lie YES Special Reports Scanned OA YES Title Notes Updated Parcel tags found for parcel 721031027 1.) Storm Water Pla 1/24/96 Parcel tags found for parcel 721031027 2.) Storm Water Pla 1/24/96 Parcel tags found for parcel 721031027 3.) Storm Water Pla 1/24/96 Parcel tags found for parcel 721031027 4.) Storm Water Pla 1/24/96 Cases Associated with APN 721031027 Cases Name Review Type Status Planner BLD13-00114 MARQUIS I P Application Received: 4/9/2013 Permit Issued/Case closed: Case Finaled: NEW POLE BUILDING LD96-00638 WOODSIDE CONSTRUCTION IN F Ived: 10/10/1996 Permit Issued/Case closed: 11/19/1996 Case Finaled: 9/17/1997 single family residence SEP96-00017 WOODSIDE F Application Received: 6/7/1989 Permit Issued/Case closed: 2/5/1996 Case Finaled: 1/31/1997 SOM96-00017 GILMAN F Application Received: 1/31/1997 Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms 1 R_Parcel_CRMLA.rpt 4/10/2013 Page 2 of 2 . y ' • -- m ' ` � i > wl V 17 ) Q 1IU Z W HWil,# r l rop ? ., ;U7 }y�I LLi-5 9 — 1 IH W a i 15 a-a-r-2-4,&,,5`yi"'�.� _i A:. z n —I o IQ 4'. 4.! -59 �l ~ r e W'113i i IW Z v' 2^S° a _ M 1..CO'v O N Z W E. • F. 44! s E F €iE V i i I� W o E 1::'"-_? �p;.. . 4- 5N 1.-_ Z a $ IO W JI 1� 'T KIf W ni ¢ W iH! 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PymPlc Canes Tract: x - A 4 `Sy I I 0nnnon Toton Cove I �nm�acum Creek 72'r'3.t�� _.. tA t y _ 7210.31004 D Kota Point o ° « m..> 0 Port Luabw k r .�,,. Soutn Coyb POn msub " E 'Bay L /210•..:... Li-=-, Cnimacum tladiook j ;:, 2011 Aerial Photos i 721031014 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited b the method and accurac of its collection. Wed Aar 10 07:50:09 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&Cl... 4/10/2013 Jefferson County Building Division Permitber: BLD13-00114 Applicant: MARQUIS BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks i Erosion Control Post Holes Straps(hold downs) Framing (9`Z(o - 15 U��: Blocking Drywell/Alt Drainage Address Posted FINAL INSPECTION 7)fi� FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00114 Received Date: 4/9/2013 SITE ADDRESS: 1662 SHINE RD Issue Date 4/18/2013 PORT LUDLOW, 98365 Expiration Date 4/18/2014 OWNER: CHARLES P MARQUIS PHONE: PATRICIAA MARQUIS 7112 230TH ST SW MOUNTLAKE TERRACE WA 980432310 SUNSET HAVEN SHORT PLAT SUBDIVISION: Block: Lot: A PARCEL NUMBER: 721031027 Section: 3 Township: 27 N Range: 01 E CONTRACTOR: TOWN & COUNTRY POST& FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 7/7/2013 PROJECT DESCRIPTION: NEW POLE BUILDING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 13,776.00 ADD'L: HEAT TYPE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 616 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $237.25 CJZ 04/09/13 140222 Exist: Exist: Plan Check $154.21 CJZ 04/09/13 140222 Prop: 0 Prop: 0 State Building Code $4.50 CJZ 04/09/13 140222 Total: Total: Total: $395.96 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED i CONDITIONS for Building Permit# :BLD13-00114 1.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2.) The site plan as submitted with the Building Permit application on April 9, 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 April 10, 2013 shall be resubmitted for review and j approval by Jefferson County Department of Community Development. 3.) DWJ 4.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health. Additional requirements may apply if plumbing is proposed. 11 firiemarklrlafalfnrmclF RI 11 PArmit Rldn rnt 4/1R/7013 INCLUDE WITH PERMOTO APPLICANT • Standard Conditions for Residential Development in Jefferson County 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. NATIVE VEGETATION: Among the native conifer species which may be used in buffers or for re- vegetation include, but are not limited to: Grand Fir (Aibes grandis), Sitka Spruce (Picea sitchensis), Shore Pine (Pinus contorta), Douglas Fir (Pseudotsuga menziesii), Western Red Cedar (Thuja plicata), and Western Hemlock (Tsuga heterophylla). Among native tree species which may be used includes: Vine Maple (Acer circinatum), Big-Leaf Maple (Acer macrophyllum), Red Alder (Alnus rubra), Pacific Madrone (Arbutus menziesii), Quaking Aspen (Populus tremula), Black Cottonwood (Populus trichocarpa), Bitter Cherry (Prunus emarginata), Oregon White Oak (Quercus garryana), Cascara (Rhamnus purshiana), Pacific Willow (Salix lasiandra), and Scouler's Willow (Salix scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier alnifolia), Red Osier Dogwood (Cornus stolonifera) Salal (Gaultheria shallop), Ocean Spray (Holodiscus discolor), Indian Plum (Oemlaria cerasiformis), Pacific Ninebark (Physocarpus capitus), Red Flowering Currant (Ribes sanguineum), Wild Rose (Rosa nutkana), Swamp Rose (Rosa pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus racemosa), Snowberry (Symphoricarpos albus), Evergreen Huckleberry (Vaccinium ovatum), Red Huckleberry (Vaccinium parvifolium). 7. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 2013-03-075FR_StdConditions 3/7/2013 8. BMPs: The project shall adhere to the Best Management Practices (BMPs) tcontrol stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 9. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as "critical habitat" for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-03-07_S FR Std Conditi ons 3/7/2013 2