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HomeMy WebLinkAboutBLD2013-00119 BUILDING PERMIT APPLIC!-ION BLD13-00119 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD13-00119 Received Date: 4/17/2013 SITE ADDRESS: 136 GEREAUX LN QUILCENE, 98376 OWNER: GARY ELMER TRTEE PHONE: 206-948-0094 JACQUELINE GARDNER TRTEE 5111 NE 201ST PL LAKE FOREST PARK WA 981551817 SUBDIVISION: Block: Lot: PARCEL NUMBER: 501031016 Section: 3 Township: 25 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 7/7/2013 REPRESENTATIVE: TOWN & COUNTRY POST FRAME PHONE: (425) 743-1555 BRYAN BORCHERS (425) 742-4378 16521 HWY 99 STE C PROJECT DESCRIPTIOP DETACHED UNHEATED GARAGE - NO PLUMBING SHORELINE PERMIT EXEMPTION TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 840 VALUATION 2,813,944.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 1PWELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: 9/7/3 Type Amount Paid By: Date: Receipt: Approved/Date Permit $431.65 ZAL 04/11/13 140237 Plan Check $280.57 ZAL 04/11/13 140237 APPROVED State Building Code $4.50 ZAL 04/11/13 140237 JUN 7 2U13 Total: $716.72 Jefferson County DOD 111lrlcmar44lo+o\fnrmo\G RI ff Ann Old rn+ AN7/9f 1 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 #: BLD13-00119 SITE ADDRESS: 136 GEREAUX LN Issue Date: 06/17/2013 QUILCENE, 98376 Final Date: 10/21/2013 APPLICANT: GARY ELMER TRTEE PHONE: 206-948-0094 JACQUELINE GARDNER TRTEE 5111 NE 201ST PL LAKE FOREST PARK WA 981551817 SUBDIVISION: Block: Lot: PARCEL NUMBER: 501031016 Section: 3 Township: 25 N Range: 01 W PROJECT DESCRIPTION: DETACHED UNHEATED GARAGE - NO PLUMBING SHORELINE PERMIT EXEMPTION 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 10/21/2013 \\tidemark\data\forms\F_BLD_Occupancy.rpt 10/28/2013 Fe rian lown&Coun�® 16521 Highway 99,suite C•Lynnwood,WA 98037.3161 PI,ase Check After Doing Site Plan: ptic and drainfield I,�.,y.,��' POST FRAME BUILDINGS Everett:(425)2584171 • Puyellupr(253 840-9552 13f. le atio rtyaw North Arrow in Cin:le roperty dimensions wer ks of [L,��eodiation of property -�*�� , FAX:(425)7 -4378• 800-(425)743-1556 xisting buildings etbacks o1 proposed& buildings L7�odies of water - �— Ctr�t1�^ Cont(425) 7X.4376• 800-8249552 [[W Q L rnaroxw Ct'IIYW BILT Contractor's DC.lF:TOWNCPF099LT Proposed budding �tlpaln road with name F,16orplan Quality:O, Future Depend,On Ir"' permabineom•facebook.com/permabin Easements..,,. [ 'Access to proposed building CP/Slopes&Contours(5'increments) Job Name: rt.r:wt .. i Job Site Address: f 2i4 4/�K. L,�/ TarACCOUnt#:,_co 031 01 is Legal Description: Si. �r �, �� / 1 iota_ Iy�q �} ��� 4itifL w13 5.16 ;7(i ,eP.e _ /71° qJel'i-5181' Irk ' . oaacC Lin /az(s — -*d-+Ac fez ) ' ,(_. / ,QZ 0 104).06_19, - 6-v7taex-a---Th-c • . / _ L. ! i d �nd7rcirvx� f 56-0. 7il / 5734 ' • z�� r� Latia0CallCbad- s�c�cC ,s . �= /f7 .._ 42Of . .=-•• $p ' * 3,4 5 = 1081 i * . i 1 0 ' I , r 11 ?ftawB� - ._ t r q tit ‘5, Q f ` ; i-2o,� 0 `'c , 1i1 I, r 16'�t3n' s A A ow 12 Axy, I 1 PtsTiut2.8ftK) 0 a NI • i `•,_l` 4 rn N. �/- V. 1 'k / V� i "i N Y 'j Ltr. • - �a ? 1 t e /A@ 5 ` col rn n CI jF9ft(,.• f 1& t4 ! 5 Art,,2r44 Dt I�GSf4 , �yA: ` ` ''tip 115 /G1+ II Pr ', t t,,.rJ , ? sc t,ek i)NK. , PH f g 44 6.71•I? . • t-' 0 K : SCI 4 .a� w y t+, Y ` � DO NOT SIGN INCOMPLETE SITE PLAN! U9 Customer has verified and approved the location of the building,on tation of the building to the North,and verifies that all Grid White-Customer Copy Plain White-Office Copy +•! utilities are shown on this drawing in the corre I ation. CUSTOMER SIGNATURE _ ! LEAD# -77 5-"Q J ®2012 Perma-Bill®Industries FR-34 07/12 I IIIIII III!"II IIII i - -1 O hI I f . fi r4 TSE PROJE JOB#: • Engineering • MAR Z 1 2013 BY: Alf_ 12930 N.E. 178th Street j� - Woodinville,WA 98072• (425)481-6601 DATE: 0)170 t; !, _ 4. Job Name: Elmer Site Address: 136 Gereaux Lane Quilcene, Washington 98376 Jurisdiction: Jefferson County Job ID: Elmer Design Specifications: 2009 IBC Building Type: Post-Frame Importance Factor: 0.87 Basic Wind Velocity: 85 mph Wind Exposure: B Roof Snow Loading: 25 psf Occupancy Category: I R: 6.5 %of Snow Incl. w/Seismic: 0 % Soil Site Class: D 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 j Po) i! 1.4' 0 u /I 4?11 . 19969 �" S'ONALL 3 '1-0 l3 v 5.9.07 b i Draw North Anew in Circle o"" '". .••"Tawrr" -tVlf? -* rtttlirsi ISU�:''."^*''4wA9K"'" e, altfiiaacc�•I sin Ley..•y aLp,2n3l 555'652 Building Design ,_— Am.vw.N.Iw.7a.nne d-0i,Ma-,R5 FM 1.25nunr�.a�5a .,PERMA BILT cooac,wt ua r:nxn,ccrawrr n M Dwla2,Ot.Pm...Oq,d.P.It° reanadlmm•neel,ocx,eywra.nent 2 ''. PLEASE CHECK – (=S MPH (� oll-up down lit in Bays fO� � �„„,,r2�IFup does will not hh Trus6 ,IS,�^n Exposure I H 5. llR.do Pilch !Eliv.17 F7 pn �u j �i5 ))9now Load l' Pcl.lb'4'�y Minimum Clearance • I'r-IO/ , .. FLOOR PLAN .. IZ"X IQ" 'r'£V,i Fr,P34ECt1 ►`r �a YES �f Wwl - _ ... I r4p0.-5 Pfi'2. !w l9-tp no Ktu kg-,_ - -. . .. -. I. _.. - � 1116N 1>S1'/�JA I NG' A-Ls-•cars r - Z Nit NTS• I EAcf{ fNOW 414- • .._i�._.... �w1,v k 1277' =:=1 =ice L� �J f J _i___ , .�..__ • 30' — --.).< ZV S" IL 4-tug 6vliF c,A.,tRl rot. s,od,.n+� — — 1 M.i- &a,1 " _. 141. --7.6f (e_� '. Z.: rnAt _Roof . wI 1 !NT :r11 fa l r&TS, 44-4.- • 41 11I' - ` � r.. .� ... ._3 , N - 4XZ rftrifil WIN0Gwi, 2 —Z . . .�. ` I. _ 4,,=.-1,4,1.: L-R,-,--...,0 To ua7 uwy I - .. r - ..._ ._ .. .. - Srywo714 €rust mezt" + 2fp Tp - - - ... Sap? c,/J ,,11 a 2. I _ .._Q , H 'SXb` G4NC ffAJ,1'3Otopr,. T,N154.1_ # .. BUILDING ELEVATION vi Customer has verified and approved the orientation of the building to the North and verifies that all. A icy�I Items specified in Paragraph B of the contract are shown on this drawing and vice verse : 3 Iii mis Customer Name:_ . A' "�"�. Lead x:1351/ Customer Signature: a white-Lawome,Coq . ,Canary-OIDw Copy 02012 Pe,ma-Bing Industries FR-85 07/12 . TSC PROJECT: Elmer PAGE: ?� L7,.,_�r,�,��r.r� CLIENT: PennaBilt DESIGN BY: JOB NO.: 23481 DATE: 03/19/13 REVIEW BY: Wind Analysis for Low-rise Building,Based on ASCE 7 INPUT DATA Exposure category(B,C or D) B Importance factor,pg 77,(0.87,1.0 or 1.15) I = 0.87 Category I WIND SURFACE Basic wind speed(IBC Tab 1609.3.1 V3e) V = 85 mph FOR DESIGN ,` �2 kii/i11"I Building height to ridge = 16 ft L s Building length L = 30 ft Building width B = 28 ft Effective area of components A = 25 ft2 ) DESIGN SUMMARY Max horizontal force normal to building length,L,face = 5.40 kips See Page 4 for Max horizontal force normal to building length,B,face = 4.20 kips Adjusted Wind Forces ANALYSIS Velocity pressure qt,=0.00256 Kh Ka Kd V21 = 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,pg 79) = 0.70 Kd=wind directionality factor.(Tab.8-4,for building,page 80) = 0.85 h=mean roof height = 15.00 ft Peskin pressures for MWFRS p=qh[(G Cpf)-(G Cpl)) where: p=pressure in appropriate zone.(Eq.6-18,page 28). G Cp r=product of gust effect factor and external pressure coefficient,see table below.(Fig.6-10,page 53&54) G Cp;=product of gust effect factor and internal pressure coefficient.(Fig.8-5,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),0.046,3] = 3.00 ft Net Pressures(psf),Basic Load Cases Roof angle 8 = 23.20 Roof angle 8 = 0.00 Surface Net Pressure with Net Pressure with G Cpr (+GCp;) (-GCp1) GCpf (+GCpc) (-GCpi) 1 0.54 3.44 8.89 0.40 2.11 5.55 2 -0.40 -5.57 -2.13 -0.69 -8.33 -4.88 3 -0.46 -6.17 -2.72 -0.37 -5.27 -1.82 4 -0.41 -686 -2.21 -0.29 -4.50 -1.05 1 E 0.76 5.60 9.05 0.81 4.12 7.56 2E -0.64 -7.86 -4.42 -1.07 -11.97 -8.52 3E -0.64 -7.84 -4.39 -0.53 -6.80 -3.35 4E -0.59 -7.36 -3.91 -0.43 -5.84 -2.39 5 -0.45 -6.03 -2.59 -0.45 -6.03 -269 6 -0.45 -6.03 -2.59 -0.45 -6.03 -2.59 S a i 4 224 -t PAN(Cfl tai REERE 4(4(ORDER-• i WPC DIRrCTIV'N Za"BaiD DIRr:r■N Transverse Direction Longitudinal Direction Rosie Load Cases TSE Engineering Page: LATERAL ANALYSIS Job ID: WIND Elmer 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 = 5400 lbs. (non adjusted) PL = 4200 lbs. (non adjusted) hr= 18 ft. he = 12 ft ADJUSTED WIND FORCES: Transverse; VT= [(hr- 0.625 he) /hr] (PT) = 3150 lbs. Controls Longitudinal; VL = {[0.375 he + 0.5(hr-he)]/[he + 0.5(hr- he)]} (PL) = 2100 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 = 28 ft. p = 1.3 Building Length = 30 ft. 1= 1 SEISMIC WEIGHTS: W roof = 2520 lbs. W end walls = 1344 lbs. W side walls = 1080 lbs. SAS = 2/3 Ss = 1.000 Cs = SDS /(R/ I) = 0.154 SEISMIC BASE SHEAR: V = Cs W Transverse = 554 lbs. Longitudinal = 594 lbs. SEISMIC DESIGN FORCES: VT = CS Wt p 0.7= 504 lbs. VL = Cs WI p 0.7 = 541 lbs. 4 - !ll"tli 't 14121nrylvaare Sato C•lmnvoIaa,VIA mwra+st . Draw NaONrown Carle ` "`2�2'M""• R�e1 Building De -_ 1 i .e MX(42)742 m,t71•c- 4-80 2gi1555 3.- _`PERMA GILT c nt.toaiuco�rawlc 8Ar Design n © I tbw+m a.Ha«..Massa oars" a.+na6amn•'4o . .oamvaaaaa \ PLEASE CHECK '" • O /�� L� oll-up doors et M Bays — S WirM MPH `� 0_ r , _/ YJ Fpl4up don's will not hh Tusn IS ^d Exposure ` /� �A7I � rTh�12£72/11 Roof Loa 'During 6tIve Ha g I ' `LS Snow Load 11'7Pvst, Ss+�aqq PT'>`�� l fb'4"H' MI^Imum Olaererce -FLOOR PLAN G14,lJJu 1 T YES NO mlaaa.drele) I(.) i2axle" R.c , 6,431.E vewi`S- !..__. ,. 1' r&ne-• vPPa2. w0"t/c; (0 NfU ; '_ll lb}t di .r ,IMt' RtLi.a4vSa Z YpNTS• I AGfI FNMA/1114— -. ■ at/7.4,4 Ii`iSuw•Po.k ; , ' .. ___-'_,lc _�._. ._ �_ mow : _.__. . . _ !7,.171 • �I 14Y W IZ' _ .. �t_LIT _ - _ L . ....... .......� 3o >e Zt h LtfF S TJ7 �A7v F'L - - _ •.944 21 fey 14te413/3 s `.-4,0 141/AP 11441) ... Oo6v5.5 SPtr54.•r 5'-IL-.WC 6eTrt1L5113 VFv _ T .. . �P"(I X3 Y.)IN t1VWS .. . .,1 __.__ —•-1y-"-.--E—•: J... :..�,�....,,�,,,`,.----' •�- ALl day Ott-To iO. 2" n.Ri 12 a OF zr- _. _ Its 7" 6112.TS k . 'o4I 'qt. ! J ® �.I .. 4xZ I't. P wl,ut�uws, .9. — — �. __ _— _.� _ _.:, _ _ I '3 N ^r)y 11P∎ki: L-R rots T. VnTi-u:n Z. � d t - - 2K 034 4" o siekg W!I M 11 5 gatr731 CAROAE4+t 4- zfeme4p ! MI' soya F,A„s41 s. I . . - VI • /'t_Xa .'.•''' fvM105114 ■ . V O /J y ..-.. NI. ..-' 't,'3k� jbNC �4?, 13fLoorv. T vtS+1 W BUILDING ELEVATION V Customer has verified and approved the orientation of the building to the North and verifies that sIL n 'I ,f Items specified in Paragraph H of the contract ara shown on this drawing and vice vela._';. - 3 I1'lll'1U I III (.\[stoma Nsme: _ av . -(bar-0,,,.uwr a:/35`P/02CustomerS Signature. FR-as 07112.6-- .. -----.17 TSE PROJECT: JOB#: • Engineering• BY: i.:-1 L. 12930 N.E.178th Street Woodinville,WA 98072 • (425)481.6601 DATE: ' V_ 5141,4:AR 4 DI.SPLAct.!NAL NT or Pon:-Fiki-VA6.- 13L_Dc,,, wira oNC co N:di . i' 1::-.:':,.' I ), 1 c',; 1 N :, .,‘ .1.1.i;yell L t , o 1 t./%. t,tylviAtii Lt. -----,-, A . ,-- e- --___ -- _ . ..., --- ct\ ..--- 1 ---- . : ...-- ,.., .'4---:. v . I-' II. k 7--;!.. - ':---. t: wirAmA, t Dii!! 1 t - , 1 6.44;',. (oi .0 t v \.. I (1-1 i,:i „ I i__ tl. . 7 .:t- , c.,0146, ceNT R vi _ --- -- • -- I-1. .-...... t kt t..:,.\z• 01;; NI(\.) `C.',..." I I I • 1.-.) , f / ..-'■ I . e)::1. !11i)!..t . . IN,) .:t'l'i , ‹S ------__:___------ ,—„ ,j ,--- 6,.-). rt--AN VIEW OF 29t 1 (i. :--7.' '1a.y.1 - •,-.--- - I . DI.S.;ri.„ ACLI. ) 1.. N 61'4)'::,... 1) t-Rot,1 Wil\19 rnRCt:3 f, , , NoNivit . )-o 1, 131 vc. Silm, / A ,- c I 7 / .„....___„ c.,),,, _ c , •.v.: lot, A. Pk;Pi A - t AY .. TSE Engineering page:7 SHEAR & DISPLACEMENT OF POST-FRAME BUILDING WITH ONE OPEN ENDWALL Job ID: Elmer Assumptions: Roof diaphragm is rigid Building has shearwalls on sides and one end Building rotates about its shear center SIDEWALL B SHEAR CENTER RIDGE ENDWALL" A_ ; Note: "Open Endwall" is enclosed but without qualifying 1 P= T 2 shearwall segments PLAN VIEW WITH GRIDS VT= 3150 lbs. GRID 1 V (shear on endwall)= 3150 lbs. Endwall Shearwall Length = 24 ft. V (endwall)= 131 plf e (distance to shear center)= 12.98 ft. Q (shear on each sidewall)= 1460 lbs. GRID A Sidewall Shearwall Length = 12 ft. V (sidewall)= 122 plf GRID B Sidewall Shearwall Length = 18 ft. V (sidewall)= 81 plf SE (deflection of endwall)= 0.194 in. SS (deflection of sidewall)= 0.194 in. d = 0.416 in. A = 0.610 in. A allowable per IBC Table 1604.3 = 1.195 in. O.K. Ratio A to H= 0.004 TSE Engineering page: IT SHEARWALL DEFLECTION OF POST-FRAME BUILDING Job ID: Elmer Endwall Input: Results: A = 19.25 in2 8 v H3 = 0.003 in. b = 24 ft. EAb E = 1.3x106 psi en = 0.02 in. v H = 0.011 in. G = 11 x106 psi G H = 12 ft. t= 0.0135 in. 0.75 H en = 0.180 in. v (endwall)= 131 plf = 0.194 in. Sidewall Input: Results: A = 19.25 in2 8 v H3 = 0.004 in. L (Av.) = 15 ft. EAL E = 1.3x106 psi en = 0.02 in. v H = 0.010 in. G = 11x106 psi Gt H = 12 ft. t= 0.0135 in. 0.75 H en = 0.180 in. v (sidewall)= 122 plf = 0.194 in. PRO-PANEL I I® c��mENSEm T 3E1 C1°XrTxC11.i. I Xt.JE JP`ERENCE ATTACHMENT DETAIL GENERAL INFORMATION • /-1/4"-14 x7/e'Stitch Screw(1'-0"o.c.) ►Slope j The minimum recommended slope for Pro-Panel II°roof _#9-15 Woodscrew panel is 3.12. • '4, * ....-/ `uk 'Substructure I, Pro-Panel 11°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 I i. Optional Pro-Panel II°panels are available in a s/a'rib height with a i 1 Profile coverage width of 36 • 4 Pt Length Minimum factory cut length is 5'-0". Maximum i recommended pent length Is 45'-0". Longer panels `_ require additional consideration in packaging,shipping,and Anti-Siphon Groove erection. Please consult Metal Sales for recommendations. '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 r114"-14 x V Stitch Screw ' #19-15 Woodscrew cause stress and induce oil canning across the face of the t t t r ¢ t r t t panel at or near the point of attachment. i I I 1 i ►Availability Finishes:Acrylic Coated Galvalume°or MS Colorfast45° Gauges:26ga and 29ga standard 1 SECTION PROPERTIES ALLOWABLE U IFORM LOADS PSF (3 or More EquallSpans) Width Yield Weight Top In Compression Bottom In Compression inward Outward Ga. (In.) KSI PSF - Ixx------ Sxx Ixx Sloe — Load Load In9ft left In"Ht In'/ft 2' 2.5' 3' 3.5' 4' 5' 2' 2.5' 3' 3.5' 4' 5' 29 38" 80 0.71 0.0067 0.0134 0.0047 0.0133 90 58 41 27 15 9 90 59 41 27 18 9 26 36" 80 0.87 0.0090 0.0181 0.0063 0.0170 115 175 52 35 23 12 122 79 55 35 23 12 1. Theoretical scction properties have been calculated per AISI 2001"Specification for the Design of Cold-Formed Steel Structural Members." Ixx and Sxx are effective section properties for deflection and bending 2. Allowable load is calculated in accordance with AISI 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 do not address web crippling or N dots fastener/support connection and panel weight is not considered. 3. Deflection consideration is limited by a maximum deflection ratio of L/I80 of span, a 4. Allowable loads do not include a I/3 stress increase in uplift. el 5. Diaphram 306 plf average Ulitmate Shear Strength using the above fastening pattern on 2x supports located 2'on center per ASTM£455-04 oo in fir _, , = alSuxt.33 -' 0.4(304)((.33 . 113 •} metal sales Kent,WA800.431.3470 Jefferson,OH 800.321.5833 Anchorage,AK 866.840.7683 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 800.999.7777 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 800.5726565 Fontana,CA 800.782.7953 Www.metalsales.us.com TSE page: (0 Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Sidewall Eave Height Post b Post d HF Post Fb Fc E(10)^6 12 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 10 28 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 75 100 0.8 1 psf plf pif Cs 1 IBC 2009 ASD BASIC LOAD COMBINATIONS: Loading: D + 0.75S + 0.75W Loading: D+ W P 2790 lbs. P 465 lbs. fc 144.9 psi fc 24.2 psi le 115.2 in. le 115.2 in. le/d 20.9 le/d 20.9 KCE 0.3 KCE 0.3 FCE 845 psi FOE 845 psi c 0.8 c 0.8 k.1 0.91 k.1 0.91 k.2 0.58 k.2 0.58 Cp 0.41 Cp 0.41 Fc' 743 psi Fc' 743 psi M (in-span) 9113 in.-Ibs. M (in-span) 12150 in.-lbs. M (base) 16200 in.-lbs. M (base) 21600 in.-Ibs. S.Mod. 17.65 inA3 S.Mod. 17.65 inA3 fb (in-span) 516 psi fb (in-span) 689 psi fb (base) 918 psi fb (base) 1224 psi Post CSI (in-span)= 0.40 Post CSI (in-span)= 0.49 Post CSI (base)= 0.82 Post CSI (base)= 0.89 v 6.9.07 . I TSE page: if Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Endwall Eave Height Post b Post d HF Post Fb Fc E(10)^6 14.3 NOMINAL: 6 8 #1 975 850 1.3 ft. ACTUAL: 5.625 7.625 CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Av.Spacing Bay Width Roof OH Roof D Roof S Ci 0.8 0.8 0.95 14 10 1.5 3 25 ft. ft. ft. psf psf Fb' Fc" E'(10)^6 1248 1088 1.235 Wind Pressure 0.75W W Is Iw psi psi psi 10 105 140 0.8 1 psf plf plf Cs 1 IBC 2009 ASD BASIC LOAD COMBINATIONS: Loading: D +0.75S + 0.75W Loading: D + W P 1638 lbs. P 273 lbs. fc 38.2 psi fc 6.4 psi le 137.28 in. le 137.28 in. le/d 18.0 le/d 18.0 KCE 0.3 KCE 0.3 FCE 1143 psi FCE 1143 psi C 0.8 C 0.8 k.1 1.28 k.1 1.28 k.2 1.31 k.2 1.31 Cp 0.71 Cp 0.71 Fc' 770 psi Fc' 770 psi M (in-span) 18117 in.-lbs. M (in-span) 24155 in.-Ibs. M (base) 32207 in.-lbs. M (base) 42943 in.-lbs. S.Mod. 54.51 inA3 S.Mod. 54.51 inA3 fb (in-span) 332 psi fb (in-span) 443 psi fb (base) 591 psi fb (base) 788 psi Post CSI (in-span)= 0.27 Post CSI (in-span)= 0.36 Post CSI (base)= 0.49 Post CSI (base)= 0.63 1 v 6.9.07 a TSE page: ri- Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Endwall OPTION WITH BUILT-UP COLUMN PER NDS SEC 15.3.1 Eave Height Post b Post d HF Post Fb Fc E(10)^6 14.3 NOMINAL: 6 8 #2 575 575 1.1 ft. ACTUAL: 5.625 9.125 w/2x scab Co 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Av.Spacinq Bay Width Roof OH Roof D Roof S Ci 0.8 0.8 0.95 14 10 1.5 3 25 ft. ft. ft. psf psf Fb' Fc' E'(10)^6 736 736 1.045 Wind Pressure 0.75W W Is Iw psi psi psi 10 105 140 1 1 psf plf plf Cs 1 IBC 2009 ASD BASIC LOAD COMBINATIONS: Loading: D + 0.75S + 0.75W Loading: D + W P 1979 lbs. P 273 lbs. fc 38.6 psi fc 5.3 psi le 137.28 in. le 137.28 in. le/d 15.0 le/d 15.0 KCE 0.3 KCE 0.3 FCE 1385 psi FCE 1385 psi c 0.8 c 0.8 k.1 1.80 k.1 1.80 k.2 2.35 k.2 2.35 Cp 0.86 Cp 0.86 Fc' 631 psi Fc' 631 psi M (in-span) 18117 in.-lbs. M (in-span) 24155 in.-Ibs. M (base) 32207 in.-lbs. M (base) 42943 in.-Ibs. S.Mod. 78.06 inA3 S.Mod. 78.06 inA3 fb (in-span) 232 psi fb (in-span) 309 psi fb (base) 413 psi fb (base) 550 psi Post CSI (in-span)= 0.32 Post CSI (in-span)= 0.42 Post CSI (base)= 0.58 Post CSI (base)= 0.75 SCAB CONNECTION: nail allow=133 / Variables: / Eave ht(ft)=14.3 Vmax(#)= 0.625(H)(W)= 1251.25 d' Unit Id(plf). 140 Vave(#)= (Vmax-(V-W(4)))/2=971.25 d - / Area 2x6(in^2)=8.25 Oa(in)= A(d')= 31.5 d (in)=9.125 I (inA3)= (b)(d^3)/12=356.2 / d' (in)=(d/2)-0.75"=3.8 v(psi)= Vave(Qa)/I(b)=15.2 Width b(in)=5.625 v(#/')= v(12)(b)= 1029 b #of rows of nails=4 nail/fUrow= v/(#of rows(allow))=1.9 v 3.9.12 TSE Engineering Page: 13 g 4'Ot&'4 Ifs P= 3565 lbs Foundation Design Diaphragm Restraint per 2009 IBC --> Section 1806.3 & 1807.3 w H(ft)= 12 --> Bay Width (M. 10 --> Wind Load �� (psf)= 10.0 lw= 1 w(plf)= 100 Lateral Load Design: I Post Diameter: 0.54 ft. 0.0 cu yd Foundation Depth: 4 ft. Constrained? YES Depth Required 3.4 ft. Nonconstrained? Soil Passive Allowable: 150 psf Gravity Load Design: DL(psf)= 3 P= 3565 lbs Snow Load(psf) = 25 Foundation Diameter: 2 ft. Span + overhang(ft)= 31 Foundation Area: 3.1 sf Bay width(ft)= 10 Bearing Allowable(Fb,g): 2000 psf Is= 0.8 • Actual Bearing(fbrg)=P/A= 1135 psf Cs= 1 v 10.10.04-5.23.05 TSE Engineering Page: 2093 lbs Foundation Design Diaphragm Restraint per 2009 IBC Section 1806.3 & 1807.3 w H(ft)= 14.3 Bay Width (ft). 14 Wind Load (psf)= 10.0 Iw= 1 w(plf)= 140 Lateral Load Design: Post Diameter: 0.79 ft. 0.1 cu yd Foundation Depth: 4 ft. Constrained? YES Depth Required 4.0 ft. Nonconstrained? Soil Passive Allowable: 150 psf Gravity Load Design: DL(psf)= 3 P= 2093 lbs Snow Load(psf)=25 Foundation Diameter: 2 ft. Span +overhang(ft)= 13 Foundation Area: 3.1 sf Bay width(ft)= 14 Bearing Allowable(Fbrg): 2000 psf Is= 0.8 Actual Bearing(fbrg)=P/A= 667 psf Cs= 1 v 10.10.04-5.23.05 TSE Page:f5 Engineering PURLIN INPUT: Uniform Loading Span Length w (DL) w(SL) Is L Roof (psf) 3 25 0.8 9.5 ft 0 Tributary(ft) 2 2 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 9.0 40.0 49.0 0 plf plf plf RESULTS: VI (DL) Vr (DL) VI (LL) Vr(LL) VI (TL) Vr(TL) M (DL) M (LL) M (TL) 43 43 190 190 233 233 102 451 553 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv FC(perp) E x 10^6 Manuf.Lbr. CD 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.= 0.032 ft. CL= 1.000 fb = 880 psi GL Cv= N/A R = N/A A (DL)= 0.06 in. A (LL) = 0.27 in. A (TL) = 0.33 in. RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION fv/Fv' = 0.44 L/ 420 for LL> U180 ok fb/Fb' = 0.60 L/ 343 for IL> U120 ok USE 2x6 HF#2 0 24" oc Table 1604.3 v 3.303 TSE Page:lC Engineering P,= 25 Cs= 1.0 1= 0.8 trib width= 6.5 RAKE BEAM PD= 3 I J, w .I, RA RB 2.25 2.25 1 2.25 1 2.25 J- 2.25 j, 2.25 L= 13.5 ft. INPUT: w(DL)plf 28 28 28 28 28 28 w(LL)plf 130 130 130 130 130 130 W(TL)plf 158 158 158 158 158 158 P (DL) ibs P (LL) lbs P (TL) Ibs 0 0 0 0 0 RESULTS: RA(TL) = 1063 lbs. RB(TL) = 1063 lbs. VA(TL) = 1063 Ibs.(max.) VB (TL) = 1063 Ibs.(max.) MA(TL) = 0 ft.lbs. MA-B (TL) = 3588 tt.Ibs.(max.) MB (TL)= 0 ft.lbs. A (DL) = A(DL) = 0.044 in. A (DL)= A (LL)= A (LL) = 0.210 in. A (LL)= A (TL) = A(TL) = 0.254 in. A (TL) = BEAM PROPERTIES: MATERIAL Fb Fv Fc(perp) E x 101\6 Manuf.Lbr. Timber Dimen. Lbr. HF#2 850 150 405 1.3 psi psi psi psi b d A S I Bra.Lath. CD 1.15 3 11.25 33.75 63.3 356.0 0.07 CH 1 in. in. in^2 in^3 in.^4 ft. Cr 1 STRESSES: Ci 1 fv= 41 psi fv= 41 psi fb= 680 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv/Fv' = 0.24 fv/Fv'= 0.24 fb/Fb'= 0.70 • RATIOS OF SPAN TO DEFLECTION: L/ 772 for LL L/ 637 for TL USE (2)2x12 HF#2 v3.3.03 Job-_._.__.. _–. _.- Truss_.— --____.__— TrussType ft, rFli_ –iTCPB/Elmer 23481 ---_--- • B1302925 I �' 1-AG DUAL PITCH ',1 1 1 _1 PmBuiM Arington,Arlinglon,WA 98229 - ID:RFz8DtAQZJLmOWaD8uD741HyiILI-q23kYHD3aaIndustries,a B6COUgGBOhtEVipDIO111AYzZKk8 • 0-0-0 4-0-3 7-0.0 10-10-11 14-0-Q1+10-15 18-1-13 28-0-0 4-0-3 y_ 2-11-13 , 3-10-11 31-5 Q-1 1 32-14 9-10-3 2z4 Scale=1:45.9 3 14-0-0 1 512112 4x8 I 2 14 -- 2.00 12 / , - -_ 4 358 It I ,_ W - I I - - _ =T2- __' :4 -_. 81 ____ a __... `- —b-c W -5x8 - 10 9 8 7 5s8 6x18 M1-181-i= 3x8= 6x18 M7181-1– 2x4 ' 5x8= 2541#/-373# 2541 11/-442# 0-0-0 28-0.0 28-0-0 Plate Offsets(X Y1 14:0-4-4,0-5-12],16:2-4-7,0-8-5],(7:0-3-8,0-2-8],f10:0-3-8,0-1-81 LOADING(psf) SPACING 6-0-0 CSI DEFL in (bc) Udell Lid I PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.97 Vert(LL) -0.69 7-8 >481 240 MT20 185/148 TCDL 5.0 Lumber Increase 1.15 1 BC 0.96 Vert(TL) -0.93 7-8 >354 180 MT2OH 139/111 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.17 6 n/a n/a MT18H 220/195 BCDL 1.0 Code IBC2009/TP12007 (Matrix) Weight:173 lb FT=20% LUMBER BRACING TOP CHORD 2 X 6 HF No.2°Except* TOP CHORD 2-0-0 oc purlins(2-1-12 max.). T2:2 X 10 DF SS BOT CHORD 8-3-0 oc bracing:1-6 BOT CHORD 2 X 6 DF 2400F 2.0E WEBS T-Brace: 2 X 4 HF No.2-4-10,2-4 WEBS 2 X 4 HF Stud/Std"Except* Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") W5:2 X 4 HF No.2,W4:2 X 6 HF No.2,W3,W2:2 X 4 HF 1650F 1.5E nails,bin c.c.,with 3in minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):3 REACTIONS (lb/size) 1=2541/0-5-8 (min.0-4-3),6=2541/0-5-8 (min.0-4-3) Max Horz 1=313(LC 4) Max Uphill=-373(LC 4),6=-442(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-5225/739,2-3=-427/51,4-5=-9707/1695,5-6=-9806/1628 BOT CHORD 1-10=-850/4572,9-10=-1183/7553,8-9=-1183/7553,7-8=-1212/7713,6-7=-1531/9558 WEBS 2-10=-142/1070,4.7=-489/2458,5-7=-1155/284,3-4=-450/137,4-10=-3128/572, 2-4=-4474/943 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=5.0psf;BCDL=1.Opsf;h=25ft;Cat.I;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;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 tor any additional load to be added to the bottom chord. 4)Dead loads shown include weight of truss. Top chord dead load 015.0 psf(or less)is not adequate for a shingle root. 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 100 lb uplift at joint(s)except(jt=lb)1=373, 6=442. 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. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard • =TOW11 lX Country' 16521 Highway 99,Suite C•Lynnwood,WA 98037-3161 . Draw North Arrow in Circle Everett:(425)258-4171•Puyallup:(253)840-9552 Building Design _. ill ��� POST FRAME BUILDINGS Administrative Headquarters: (425)743-1555 �� ■ ® FAX (425)742-4378•800-824-9552 ell A owison or ERMA BILT Contractor's Lic.N:TOWNCPF099LT Quaky:Our Future Depends On It." Permabitt.com•facebook.eom/permabilt PLEASE CHECK �� I oll-up doors fit in Bays Wind MPH /\O/� rillb24 II-up doors will not hit Truss p r.- 1 Wind Exposure / 12p1 Z'Roof Pitch !Z," ur( Eave He__ipph� f 2.5 Snow Load +I'TPvs1 `f6'G' 11551Minfm mSearance FLOOR PLAN DE ]Il-1,r YES NO (please circle) I1 1 0 I�tlkl4iZ'" G7 6r ti3a V 0.' 1 ' 4o w, v r°r cia. t,, ii-14-. 60 g.n,i42,- t liIblt +K T-7144.• t N(...- 4-4_4. .tAlc , 2 yt NT.S • ! eA(4r tfNLSLVk1./.. ..,\‘1, ,.. ___________i En Id. . .,,, 4 i . _It .- --- `- r. ' z//' 1V 7V I Tt 4:;"" K LINE .6 vTrelicf ,Ait V•-t, "st,7tw.ot.t.l �\ ALL- c- ! -Top IP Z,. r%Al Root:o ot- !T f C� Ire 7S *LC. 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F 6 4111 111111 ca ° 9� • Q Z 8 5 z O N 0 DETAILS ■�' io ` ; s i '.•MI ire �' ��'�+*•1R r- rr ,i Ai' 1-I I 1 :•1011 aa.,, a.BLEKAM :7r�:� r� :;� SCHEDULES it a _ .1 -_>•� �, J�FI�c—Je 5�t Bun • .i •. m s .ate apd to r r�T11•. AND NOTES n �nr- .^r �� date +o/�/� / t a• or Future Depends On It- MIIIIMMIIIIIIIIIIIIMI INCLUDE WITH PERMITS 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 shallon), 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 ROW 90.58. Future development beyond that specified in this permit shall require further review. 201 3-03-07_5 FR_StdCond itio n s 3/7/2013 1 I 8. BMPs: 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. 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 5FR StdConditions 3/7/2013 2 ' N �'`O JEFFER•COUNTY • ji.E_________C 0 V ofrtf.; DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 APR 1 1 2013 A A. 360/379-4450 . 360/379-4451 Fax • www.co.jefferson.wa.us/commdevelopment - JEFFESON CO!'NTy Master Permit Application N[ • ; DEPT.OF COMMLINrn gwrl.OPMMFNI Project Description(iwlude separate she as('7ecessary): 6a 4e i V- rJt1 ,,�Jtlrr7 9�.tC Tax Parcel • ber. 50 ( c231 0 114 Property Size: (acres/square feet) Site Address and/or Directions to Property: J3ev l c�-r-.4?./,k LILAv6-. Property Owner(s)of Record: 144202y El.-4.4tE7G Telephone: 2.06-9Vc-0O9 41 Fax: email: Mailing Address:37// it t� /•'r f-- E /�// _ Applicant/Agent(if different from owner):7 WAJ f au,uTiey4? rn�W4 '"SreVe-= 7-7,?/PCE77 Telephone: 177 7Y3 i` Fax:41.15"-2 /l"41378 email: r P. f (,r<;y.k. Mailing Address:/661/ _ V • N cc, tn..44 9P13-7 What kind of Permit?(Check each box that applies 9uilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit 7 ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family l.�Garage Attached/Detached ❑Conditional Use[C(a),C(d),or C]'* ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)'"' ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat*'" ❑ Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat'"' ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments** • ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions'"` ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication• ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre–Application Conference ❑Tree Vegetation Request "Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: v • DESIGNATION OF AGENT I hereby designate 1 efA'N, Rrr.Ar7iP,, to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE _- 2// Date: 0 - By signing this application fonn,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 attomey'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 application that he o wants prior nogp. Signature: Date: C� .7_/�C�/ / 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-transferable respons�for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs aq/d dates it below. Signature: }i t' —�_ Date: C: .. / Z S- )3 G:\PeanitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc J • . " RECEIVED • )31 _exr Pe72 t�r�,Ny MAR 1 9 2013 le s, JEFFERSON COUNTY s DEPARTMENT OF COMMUNITY DEVELOPMENT P�j,(,r(=a•t&- -C 4/6/9/ ` 621 Sheridan Street•Port Townsend • Washington 98368 360/379-4450• 360/379-4451 Fax / /3 //9 '.„)*-,,',.:7.-- .,, :r. www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: Project Description(include separate sheets as necessary): . Tax Parcel / Property Number. 50/D3/ 0/6, Size: s i 3/}c- (acres/square feet) Site Address and/or Directions tc Property: i 436 6 //QE.s4ak /.¢N4 Property Owner(s)of Record:( 4/ y ELA-1.E . Telephone: Zo.—94/r9" Co 941 Fax: email: Mailing Address: $/// Ate 20/ PL-- �) Applicant/Agent(if different from owner):7it I.61,471 04...c'f ije47N(—.,.SsT4'V 7/P!,' 77 Telephone: 12,-7Va/555 Fax: 9Z5-74/2—413742 email: ,COM Mailing Address: / .,, � " •- C Ncudeb , : 1,03 / T-T What kind of Permit?(Check each box at applies tiBuilding ❑Variance(Minor,Major or Reasonable Economic Use) . ❑ Demolition Permit ❑Conditional Use(C(a),C(d),or C)'* ❑Single Family Ut4Garage Atta /Detach ❑Discretionary"Cr or Unnamed Use Classification ❑ Manufactured Home ❑ Modular ❑Special Use(Essential Public Facilities)** ❑ Commercial* ❑Boundary Line Adjustment ❑ Change of Use ❑Short Plat** ❑ Address 0 Road Approach 0 Binding Site Plan • . ❑Home Business ❑Cottageindustry ❑Long Plat*' ❑Propane ❑Planned Rural Residential Development(PRRD)/Amendments"* ❑Sign ❑Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions** 0 Stormwater Management ❑Shoreline Management Substantial Development** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance ❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment . ❑Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request 'May require a Pre-Application Conference '*Requires a Pre-Applicazion Conference • Please identify any other local,state or federal permits required for this proposal, if known: Ir < D SIGNATION OF AGENT • I hereby designate 7-0 Cv A., 0 ..,el Lot 7In to act as my agent in matters relating to this application for pernit(s). OWNER SIGNATURE Date: 3,f 6//3 '" 1 I'H;i 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 "'t his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet t may result In this permit being null and void. i 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. r/) • • 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 ;.-I 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 applicat' that he er she nt pri r notice. I••) Signature:` ti„ Date: .5/J-/3 �4 • 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 , 0 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 ;''\j "Endangered Species Act-or"ESA'Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this -s, 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 iti1 actton(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-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: Date: (Lj 2 t: C\Doeoments and Settings\call\Local Settings\Temporary Internet Files\OUG6\,Vlateer Permit Application t2-39-2006.doc SZ (i (I) €€b . f I c I 1 t 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: l .GGENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: / WN?1 iN7rey�ia�f 6- /.4/iLA41vG 5 (05-)7q3 -/sS5- ( 34"7412-4/37p MAIUNG ADDRESS: /(pSZf AO/(' SK, C ly!✓rv/ve,,,,oPf.4 EMAIL: JO,eg/yr/75e6/�J�>¢4/M Gd Al- CONTRACTOR'S LICENSE �� q/037 WAINSS NUMBER: /OGt//tlCtq=-r799 LT NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: A New A Wood Existing: ❑Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑. Alteration/Remodel ❑ Concrete Total: Height -_Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: p; Private well ❑ Two Party Type of Heat: Proposed: ❑ Public Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current Proposed: Number ofADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes I No 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 I Pellet Stove I Other Is this appliance being installed In a Manufactured!Mobile Home? Yes / No / When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property tl lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, 0 includin• the reserve area. S raze, :�' I -t i7- , r *w- ' n �v +or l e • '1.:1" f+l �I S•uare Foota•e Current Pro osed y,,,i 4 1'_a„yy {as t<�F t.._.a'?ii94 'i+ l i a c wa.a.1.66.S.,ru ...i: ,. L1 .. . .., .1:„.. : Main Floor Heated s EH Bld App Review: ;vTVr 2na Floor Heated r n,i, Fr:; Consistency Review m� aye 4, r 1 Other Heated . r ty Base fee: r # .r,leg Mezzanine �'" '"'Q"'•` Additional Section: ,11 i Heated Basement `, •ON' Plan Check fee: Unheated Basement �� ! State Surcharge fee: Other Unheated �t ,y Pot Water Review fee: Garage/Carport .,� 1t, h SUBTOTAL Decks ; 911/Rd Approach fee: Other TOTAL $ X4,„4' ,, Receipt Number: F t: Cash/Cheek Number: ESTIMATED COST(REQUIRED) Date: .Fair market value of all/odor and materials foundation to finish Initials: 0 G:\Pernntaater\###FORMS####\DRD FORMS\Mater Permit Applirarion 5-29-O8.doc I j 33 il-/ is Ir. .,:l. s Gtr/s t: ;e NN I-J.r.t'lz Jodi Adams From: Permits [permits @permabilt.com] Sent: Wednesday, May 29, 2013 3:21 PM To: #dcd Subject: Gary Elmer Replacement Application Attachments: Elmer 23481 Replacement Application.pdf Please use the attached replacement application for Gary Elmer BLD13 00119 for contractor/applicant contact. Thank you, Steve Triplett Permit Coordinator permits @permabilt.com Fo,■i�&Cvuntt Celebrating our 40th Year! 16521 Hwy 99, Ste. C Lynnwood, WA 98037 Ph:425-743-1555 Fax: 425-742-4378 1 • 0 BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR M ACTURED HOME INSTALLER: PHONE: Fax: 7u/iv r.Atiiv7R1 fa it �+ (`> 7c/3/S.SS (/ls)7512-41319 MAILING DDRESS: /6,5 / y99' cS� e-Ly,vNivemi {-EMAIL: !7��p,r,l.i. 0t9e9y,4pj/L7 ee� CONTRACTOR'S LICENSE 9237 WAINSjC1`•^ TAG NUMBER: locvNe.PFG 99Z- 6/305 NUMBER ARCHfrECT/ENGINEER: r PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New I- Wood Existing: ❑Sewer Addition Er Steel Proposed: Bank ❑Community System C Alteration/Remodel ❑ Concrete Total: Height: 5/Individual System ❑ Repair n Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: p-Private well El Two Party Type of Heat: Proposed: ❑ Public Total: Name of System: If this is a Commercial Project you must answer the followina: Number of Parking Spaces: Current Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this Is a Propane Tank and/or Appliance Installation permit.mark all items below that apply: in Underground Tank 0 Above ground Tank Size of Propane Tank: 0 Heat Stove 0 Cook Stove ID Woodstove El Fireplace Insert ❑Hot Water Tank ❑Pellet Stove ❑Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to Install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, includin• the reserve area. • S•uare Foota.e Current Pro posed �'ff` N�` K . 1 n' " , :0 4h r� ��.0 Main Floor Heated itaw. ,:t,,zit EH Bid App Review: 1 OnlAtf 2na Floor Heated " Consistency Review. QQ cAD Other Heated n ?; Base fee: (n Mezzanine i tiFIN - ■ • •n. 640.-- Heated Basement {Mt Plan Check fee: 1 Sci1 M Unheated Basement 4..4":(05 "-'%1 State Surcharge fee: t l ' t Other Unheated '!t> i g.. , 2 Pot Water Review fee: A)1/9. Garage/Carport r`g, I` E.,W,; SUBTOTAL Decks ;' ' ` L-t 911/Rd Approach fee: r�X141 '010 Other `, Y.- € I S5Zm TOTAL: $ t Receipt Number: /L./ oa 3 7 , Cash/Check Number 17050 t i ESTIMATED COST(REQUIRED) Date: f .Fajr m=,.- value of�ll labor andmafenals foundation to finish i 1 ii !i 3 (7 Initials: • �■ —1 7rt i G\Doo,ments and Settings\carol\Local Settings\Temporary Internet Files\OLK86\Master Permit Application 12-19-2006.doc _. „— '' • , ,. . _ . ' • • . ' . .. ' ” • " - Nii", JEFFERSON COUNTY ...". . v.:- . . ' ',:: DEPARTMENT OF COMMUNITY DEVELOPMSNT rI400 .' • 621 Sheridan Sheet•PON Townsend:Y4ashingtion RIM F • . . . . . 360/379-4450. 380/379.4451 Pax i -Th ite...,, • weemon.Mfferson.watialimmradevelomnent ., . . •• . . . a. Master Permft Application MLA: , . . Propel Omoripoon grolude separate sheets II neosemry;. . • .• „ Tax Pittost NUmbelt 50 1 .93 1 d I{.0 Propeq Sine Mdrealleduare keg . • x.,4 • ale Atacama.andfor Dintetbria to Property r 1' • • . V=...r.;7 /3/a 7;4-7=Zra7.4o.,Ai (.40./4--. • Props*()merle)Of Rooded:t-,....cv - Telentione:lig,-9MP.-009 4/ Fat ertMla . Malang Satclreeed ,. .26 5Y" - . . .. Appocant/Agorit(If&Soma front owner): , - rmgme....mv,-;.47,1e-, I . IV- •. • Telephone. ititc-7i,2.1./575,S-- Feat P...c-74/4- 37, .. . : ma%Addtpna./6511/42.dy ffi: cit•r rih..414.0,0,ct,14 Iffi.R'7 What kind of Permit?(Check eaOh box that applies . - . • Uplifting Critical Ames Stsevertlehte Plan . . '0 Demolition Petra ... Variants Meer.MMOr or Reeeonebto Eoonorain Usm 0 Single Family d Garage Attached I Detached Conditlonal Use 10(a),C(d),or Cr' .t. 0 Mantesoluted Home 0 Modular LaseletlertfarylY of Unnamed Use CteatelloatIon .• . 0 Connendal' Special Lee(Essential Pub*Facial,* 0 Change of Use Boundary Line Ad'petrnaM . fr Shod Pik'." 0 Addams 1::1 Home Business Z Road Aporaeoh 0 Cortege Industry leintitag Eke Plan" 4 I • 0 Propane Long Plat- • o Sign Planned Rural PasIdental Development(Patato)/Arnendrnertta 0 Allowed"Yea 3333,9 COnatttency Artslysle Plat VocohontAlteradon'` ' ' .., i El Slonnwater Management Shoreline Master Program Exempt/on/Permit Paolo/one' . - - 0 Site Plan Approval Advance OetarmleatIon MANN' Shoream Management Substannal Development•'• , - 0 Temporary Usa Shoreline Management Variende . t 0 Vtareleat,TeledommunkagOn° Coaprehemays PlancUOCramd Use Oleirlot Map Amendment • O Forest Precocityy.ActA.lease of SM.Yeat Moratonian Jefferson County Shoreline Mauler Prognan Amendment Merresairs•Ptet-Apallomion Canliernoa Tree Vag Mahon Request 3 ' "1444,0•06 a AV•APplleatlen COIINIWIN • ,.. Pleas*Identify any other Moat,'trete Or federal permits required lOr WO proposal,If known: .• ...--- if DEMONADON OF ARRNT - I hereby designate jett,N ( ArrAy to ad as my agent in matters reitaIng to ihie appimismeh tOt permit* ' - OWNER SIGketefle ...---4.. 91,.." 3C..-""---..- .. Diem 03,j2-2//) - . • sr olanIr3 No aPPIMeds,form dm eaaarMeartt mode Omen Information prodded Mesta and ha any Endow*is We and ommot to re Met of Ms her or tut KnOWWded Any maw*falsehood or any otnertIon of a Instal*tool meet byte owner/agent with reaped to the appilmrtion casket ' may result ir,this betritt being null and void TI. I turns:OM.to gam kmemey and hott harrness Jefferson County agent m Istallt101,Marneets,CoUrt mate,maOrtable attoreny's f es.dry •13.131se a Welsh may In any way MN,1001MM/ems egunty as a MA of or In ouneagaseca of the granting el the sums ,i I t-trh'r 5g4 to esti Ittki sl eettY to Mattson 03313M 5141 1.aropioyerm,representathes or agents ler dm to pl,pose or aphigattion . - *Mk,ad any mqui^id WV ImMectiens, Mall seems and Man of may Mil be warned unless dm aopleant informs the County in with at the • Calm_ -",,. -iZ622.3_____ . J • The Minn or Mime AMIGO'S MI unesrloke as a moue 01 4,.SteaMe Nada eanne may regelwely hawk upon one omore'llttesterww1 or •. •ndenoenm"Was and could*ea to a potetetay.akat of an andsrorecl speklee ail those tanks are latlerl 10 Ill Wert ea known wale •• . , tr.ndemerse Swiss Aar cr'WA^Monson County make.no eswesnows to Ma gall:3100r till the=noes that ell be undertaken because Wel • , pannIt Mrs bowl issUel wal all violets the ESA Any ak3Ivkluak group or sper3Gy con.II*a laneult on Med Man andangsml spades reganeng your . • mamas)even Ilya.me In sompaseca wIth the:Worsen County clevetopment Cada The Applleam ad,rtoyeadges that he,she Sr It holds IndMdual - ad nmearlatoolbit reeeenel try for tattering to I G0,10103317 whh the ESA The Appanant has read the dladamet and Big ne7Idates a tatew • .• Menem Ova / . (1\PeenthCenteANWAVOILIAMOit■DA.0 13033.1.3S‘kawar emir!VON/am S-244014an • r . . i..1 LI '',';'. -"P:." f.tfaelf■f —- . 7:..'," Wff'':',...5.2 l'Iltr,"3".3`.;w 33I3'3tr.3 k 33V33'kJ' ft-mns ,,,,mr-7,-7 't^^ — —..,--.........,---.........-. .-- •• _ e0o/zooM - - wzravtluad stet ztt szt mu So 04I NON EIZ/80/t0 04/08/2013 MON 14: 07 FAX 425 742 4378 PERMASILT 2002/002 1 , BUILDER STATEMENT t 1 The signer of this abatement does hereby certify Mal they are the Owners of the parcel referenced herein,that they are not lioensed contractors and that l they will be awaiting the responsibility of the General Contractor for the proposed project ' Signature: Date: ( GENERAL CONTRACTOR OR ACTIatED HOME INSTALLER: PHONE: FAX: - 7'vAri efA y s;� l lir, 017113-) 55 (tom 7+12-4378 MAII.Ne Ess: /4,621 ,999 6 G lys rv�r�sl_aan y�l.EMAIL IIRih iiseP',CRAW A, ecfk CONTRACTOR'S LICENSE -�' �s�,,,94 337 WAINS s NUMBER: 70Bt1rt/Cf (.09 41— 6L.T+fi9 NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) g MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: C New p1- Wood Existing: a Sewer Addition le Steel Proposed: Bank 0 Community System C Alteratbn/Remodel ❑ Concrete TOW: Height: r%Individual System 0 Repair ❑ Masonry SEP Perrot# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing; Setback: Private well ❑ Two Party Type of Heat: Proposed: ❑ Public Total: Name of System: t If this is a Commercial Protect you must answer the followinn; i Number of Parking Spaces; Current Proposed: Number of gag Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed ..IBC Occupancy:. IBC Type of construction: WIN you have Food Service? yet/Jig iia If this is a Propane Tank sacker ADnnce Installation permit.mark all items below that apply; , , ClUnderground Tank C]Above ground Tank Size of Propane Tank: ) C]Heat Stove 0 Cook Stove Ii Woodstove ❑ Fireplace Insert 01 Hot Water Tank LI Pellet Stove 0 Other �� 1 Is this sa:xance beina installed In a Manufactured/Mobile Nome? Yes / No When applying for pone* Install a propane tank you must also submit a site plan showing all of the bulldinge all property `a Mi Saes,tank/ocadon and size,distances from the propane tank to all property lines,buildings and septic system components, fnckad/n• the reserve area. , r1Y t,A,r i y rn it �I� ; ' . . • . .. •.9= .:re FOOfa! = , vi „t Is � - ... � _ 7 (; . , Main Floor Heated EH Bid App Review: • 2"Floor Heated Consistency Review: i n ti fi T Z`i =r Other Heated i u i Base fee: 31 ,l4,5' i a Mezzanine f: c ; Add S rrel Sediat: „� .. -` CD. Heated Basement ' 1 Plan Oliedk fees 1 oz go. Unheated Basement , State Surcharge fee: NI Other Unheated •,, ;; Pot Water Review fee: x C9arage/Garporl 0i I �.'191 SUBTOTAL i f O 7 r, ■ Decks ;''' ' 911/Rd Approach lee: lea 0.0 • Other r ,Ti TOTAL.: $ /SS'-1_7 Z l'.i Receipt Number 0 Cash/Check Number: '1.1 ESTIMATED UIRi -- Date: lei ara+r of all babOt end 2maafested ra J I • Initlals: ILI CADocumann Settings\cossraLocal S \Tareporwp 1itemetNes 1OLK86\MaerarPermitAppricaaoe12.492 b6.4:1c tri L.. L/)) E • i JeI1 \y,ry yeeAr JYIHAP,OudM1C•LVmw.J.We PMiI).3f6' yRBBLM01[!>,}bl DpAnQ&N RAM: Heiev I,A4 S.4rm•m ��/bltlm �W AVewNl9bb -._A. E- +(aPNaRNl a�tas�x 1$�IOperly olmeratne rime QEbVllOa of prCpery am He.uOC•,m rOAS)}U.reS6 �Wapekap lot dl pro=bE efes'kg bchitngs rr�pem00w water KIM BILT t...r4+nv p:tr� aropemel hWC"Chy yan roeaaun.m. rpieo i'I\1 Rmui6 na..r A1•pa(r QS}, wwit.enn•6mebedmnr?.oraan eeaemMS'dr Npapnsed ppdAg A&Lmtane(61nONmonN) \•'� ry Job-Nerve; YL/dhl .IOy"RA PIO'eee:cLczeiviw.7mrA0601/M—yr01.�71 Ol b Le9el OnOtipMen: uA r ,..,.; =. 3� .r 64. .. .. . .tiL., kdlblecks Doosed--u qi,.il/ors _ ,-4, eza2 itw• e • 0 c.:-1baa0wf 4 -C =`nta di,enefar.e..",_ . . i r dd . SOU. . irx� anafuc r r '^uO f y r r 213, • 6:1Joed. ' izzA• d -&2- '117641 I •- A,2ultb•428le`! '' 1 ■4il r r 1 Q r rK7Mwi"",,.— r A.1 2,6;. / 1 pl. (^ r IIc • A .r r F A r it p . -Ra• . r 4% Ge04.Acai ` ., i q u.-.'t. ,er-'-lfie..., ...,:,,. .. r .. ... 1. M s r w • l.. �ir.c v r a � ' ' ;ff, tad , a . 01 . T E ,(0 .. • • cyt f-Kr TAE N7 rS jatoax4 or 476A-0 Pr= .541 04 !kkcCi,C. "c k,, Pcw&a 4..6Iv1L ft' Sw&4 W ' @Y MAIY.CiLM -TraeG y • µl DO NOT BM tNLCNPL[TP.SITE RI.ANI - w G11Sarx nan walled am apIYWOtl ha looaxan of Ina brANO pyglAuaA d k•bulking ro the Norm,and'wanes m.A WI end W*..awanv Cam aiWn wNb nice Dopy a u"trtlec a le shown en thb MIMIC In rra I A nb-/ Y COMMER S ONRIURH P1 l�✓��'� LBMf ( O 2012 Pe81"o1 P-A 012 I■■ rticraN71IId 8L£17 Fi SZ4 lid 9£itl (IHS £TOZ/9Z/£0 Map Output • Page 1 of I ArcIMS HTML Viewer Map r 1 f Legend - c7, Selected Features r, JC Roads ~'' I '- -. I Parcels-H 501032024 ' -- — � `� a Contours t 10 Fool Contour r Yrr � s 50 Foot Contour tom II I' ' N. ``4 I DNR FPcat am I • � i { t r J ` I 5 ; 1 Ape f•Fee Banns, __ l� 1l � 4 I Ape N-Non-i Mr Ilabrtal \ 501r r • 01031019 �-.601631018 ✓•t- Np-Non•foh Habitat-Peron n ul jr `-- Ns•Non•lefr HabM3aasonm -- - - !A f S•Invontore e Shoreline--t� ." I s0f03X1) 1 - 0 ' f "'- 160`— ■ Wetlands '- -'— ii, Seismic Hazard , ,,;",,./.-- Landslide Hazard v ; _ { ) Moderate + '��_.�r• t` � - 1 CIO _ _ _ Sight ��— = t ._ �- _ I. Erosion Hazard – _ Critical Aquifer Recharge � � Areas SUSC-UNK :ru-ded ar,:e'ersot Co t'Como Sur des GO {=I'4211 raSARPA•SUSC n sisc SARPA nSARPA•UNA FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Wed Apr 17 14:28:40 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&C1... 4/17/2013 ! • 4O 7/ N °�6 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT TM ,,, 621 Sheridan Street • Port Townsend •Washington 98368 'Is. .•0 360/379-4450 . 360/379-4451 Fax http://www.cojefferson.waus/commdevelopment/ Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: k7.-/A-CA DE f =oz, 44644 Z":" 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 4,3 acres '/ An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet •7" £/ZSs 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 ,rya sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. U sq/ft Circle: Yes Well,utilities,etc. 0 sq/ft Does the project convert 2 Y2 acres or more of native vegetation to pasture? Driveway, parking, roads,etc. ('2-5 sq/ft Circle: Yes Lawn,landscaping,etc. C, sq/ft Other compacted surface,etc. //r) sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance '45 sq/ft Cut Fill (cu/yd) lover) Stormwater calk worksheet—REV.2/20/2008 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 ry -7 Structures(all roof area) S"`t"� sq/ft Structures(all roof area) /$ I / sq/ft Sidewalks sq/ft Sidewalks sq/fl Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) q Driveway, parking,roads,etc (pZS' sq/ft Driveway,parking, roads,etc -/y5*-6 sq/ft Other i sq/ft Other 1-7 sglft Total New / 7 S sq/ft Total Existing //�X/ / sgfft TOTAL NEW+TOTAL EXISTING* /21 ?'Z- 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 ono 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 of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of tcted property. �r —al `irridd'/ 3//S/ 2 (LANDOWNER OR AUTHORI- ' F "� -77 SIGNATURE) (DATE) r 3 T` i wt v";` " tir7" ■ h°= stormwater wlo worksheet—REV.220/2008 2 ' JEFFERSON COUNTY h _ '' DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 vie` NG � http:3www .co.jefferrson.a.s/ommdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# PROJECT/APPLICANT NAME: L 2_I•/�� 2& COED .4•R/¢c7 - Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. 1-10A/S�.Pl./CT a'RriP6�.4cNfED (ag e,66,,:tt/L5 25X ZS;74,.. 4 orF /S7 MN, ii/E-W47f Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. 4'7; S/oyx "/Pe.2 1/37 ' 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. L�E,tr " V 72 - h 'oFpAiP7rs/�s i�✓E a,4 6( 4. Describe the existing soils. Indicate soil type on the site map. Al/14-77e/ 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate acreage of each. #ifl.1 ofItD, rt'6 44-f.e /Ot LvR t 6. Describe any excess levels of noise generated by the proposed use or activity: stormwater site plan template doc—rev.10/12/2003 5 • • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. S/67/4) . g -4 bs p/)g s ea/94"- 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads,and sensitive/critical areas (streams, wetlands, lakes,steep slopes,etc.). _avT Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual) or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the/s�ite. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. 6u/-5kies"n p�eorr v 3rb cc js 7o S/11-5 de 2v trr7rr �i t.�2 10. If the project requires the use of stormwater treatment facilities,describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"large" projects or projects that involve the potential for dispersion of contaminants.] A//# 11. Describe the performance goals and standards applicable to the project. 12. Describe the flow control syste N471!c A ' / stormwater site plan template.doc—rev.10/12/2003 6 • • 13. Describe the water quality system. n 14. Descri a the conveyance system analysis and design. if 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Unifoyrm!, ilding Code. Nve- 17. Describe the proposed surfacing material. /f/v9Ti,C rar yRAv/v/fire 414:7"e-c 18. Describe methods for restoration of the site. /� // /r+/i"/�n,4— 7J fsTi,+.p�€,*"fc e )4R b/tc �oo1/ /•t/J1,4.v?s ,QtrAile...1. o vGV 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. NI 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. ij/O/t.e stormwater site plan template doc—rev.10/12/2003 7 • • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements-Construction SWPPP 1. Mark Clearing Limits. /L.-7-r uc. .--,b0u SLOP. AriAieE4 .9P-04)/51-1r, .., C2 2. Establish Construction Access. 3. Control Flow Rates. 4. Install Sediment Controls. .-/L7-.4:.--NL � 5. Stabilize Soils. A Diu/c? 4,e s 01 L— F.rPns i e. 4e 54,1A1 jP 1.4,4"5 6. Protect Slopes. 7. Pro ect Drain Inlets. /VA stormwater site plan templete.doc—rev.10112/2003 8 • • 12 Required Elements-Construction SWPPP(continued) 8. Stabilise Channels and Outlets. A(/jA 9. Control Pollutants. N 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). r si -r r.VS7 tC -41 Lf L PaojC C 4 O.c/ 12. Manage the Project. 4./Z-7'F vC� /s ec/41 a.C?- 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads). b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). l 7 - .per/ irfeok /94'x6 stvS�ae 3. Environmentally Sensitive Areas. a Description of environmentally sensitive areas that are on or adjacent to the site. G1,17eA- gedia !7 stormwater site plan template doc—rev.10/12/2003 • • b. Description of special requirements for working in or near environmentally sensitive areas. SJL7/ ,/ e e e-,-,,,,...) ,A=4.41.11 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility, settleability, permeability,depth,texture, soil structure). /J1A 5. Construction Phasing. a. Construction sequence �i //e Piee/o 4-,' //crtrne.J / 4/e i 2 ,¢,v#!4 /ros/.uij�0e 7X74JV' --6? brte�.c.�73 b. Construction phasing (if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed ronst-uction schedule_ _. 1 t'!'Wore ,144.v ore,/o 4fe fz ,e .z;G l t/k?c-: -5 II. Wet Season Construction Activities. Proposed wet season construction activities. AIL— b. Proposed wet season construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. a. !dent y the property owner responsible for the initiation of bonds and/or other financial securities. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. fb. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations slormwater site plan template.dos—rev.10/12/2003 10 • • SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan, a stormwater site plan,and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. (9 Vicinity Map fli Jefferson County Approval Block Erosion and Sediment Control Notes 2. Slte Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines, pasture areas, etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries Of applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales, interceptor trenches, or ditches. b. Show all temporary and permanent drainage pipes,ditches, or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades, dimensions,and direction of flow in all ditches,swales, culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s),pond(s),pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth, length,and width dimensions. d. Provide typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe, and/or other filtering devices. f. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s), if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. stormwater site plan template.doc—rev.10/12/2003 11 • • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP 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 ected property. �-/3 0 ER OR AUTHORIZED RE ESENTATIVE SIGNATURE) (DATE THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template.doc—rev.10,12/2003 12 Map Output • • Page 1 of 2 ArcIMS HTML Viewer Map tif H.a:Fi f-'rstr Gen Dr Lira Ct 4 E r � c Maus aaedal Seeks-an Carty Cents Savams GAS 0im■658fl 1 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 4/17/2013 ' Pa Map Output Page 2 of 2 g Legend Selected Features JC_Roads Parcels-H County Zoning MPR-SF Tracts Rural Resident u11:5 Rural Random al 1:10 Rural Resrdentul 1:20 MPR•SIng le Family ■ MPR-M unrfamly M PR•Resort Complex Parks and Recreation ■ M PR-Open,erpace Ru rat Forest Commercial Forest In holding Forest Roark Ind ualrul Anport CPF M PR•Village Center AP 1:20 ■ R u rat Village Canter ■ Resource Based Ind. Lrght Indust rul NPR-Rocreal Ion %Vane bigot EN LL'M LLC Crossroads-GC ■ Crossroads-CC ■ Crossroads-NC AL 1:20 UGA-Urban Comnsircal UGA-U roan Light Indusl rul IJGA•M DR URA-NOR IJGA•Pu Plc U GA•LEI 11GA-Visitor Oriented Commercial MPR-BRN Dnn non CF-8a'M R LO Commercial Forest M moral Resource Overlay FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection Wed Apr 17 09:02:58 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 4/17/2013 a re plan �� OWII �• 16521 Highway 99,Suite C•Lynnwood,WA 880373161 PI se Check Attar Doing Site Plan: ptic and drainfield f/ waimmormserimemiff POST FRAME BUILDINGS Everett:(425)2584171 • Puyallup:(253)840-9552 -roperty dimensions tN Jsof size Draw North Arrow in Circle e Administrative Headquarters: (425)743.1585 istin buildings er Ifpes L�7' levatlon of property +���.r— ERMA BI LT Fes' (425)742-4378•8011-824x552 g g aro a of proposed 8 existing buildings j�3odles of water �� � °ryM10NpF Contraetor's Lic.e:TOWNCPFOeeLT Proposed building ylain road with name f�P,lborplan (`�('\j) Quality:Our Future Depend,On It.'' pe mabilt.com•facebook.corNpermabia Easements/ � /J Access to proposed building C13�Slopes&Contours(5'increments) Job Name: i!;1:L4 Cale... ; • Job Site Address: /ark. lafP .ikt IL LA/ ' TaxAccount#: Ca)I C 1 01 to Legal Description: Q(l�'� �� van e 37 l . a. ` Vii' � / Lo J / o � 'L-/L'[X' NY, 5-7(L1(GtXXY - ifL,, /0I7 I 6 ' 74/t11A-E)66LISILL141°Litt .nieltleicle6iiat+/-0 qd. Zjdjlth _ yj)44ualiti4 ian 3u-treA.6 i 4,da-07e-4Cea / D cc&SoLL 1-,1)17 AlV/O2( - ^. .e ms:c ` ,,zL)• • 4,40 1vaZ0r�� C- i i I ∎ . 5bo. • , _ L�a � �� I' 4 cfwx� I'' lvd , 2 13 A 1 Sfi�1 aJvU(LluS' o °th 9 —5'i-- 1176 = BO ! may ` 37— 2. 0 k 1}1 • k,! - Oq „ t , �, 1 0 1 / 1 ( / ':1 ii TA 614 E . / - . Ij lal / f�ENt '•� . g6 `•o a 51.4 i / t� PtTtaC�BfNU( o ry / i s, .,. / �4, M I5e c t 17- , V r . ..,..;::"... • i ) 1 � cT 4./ • 0 kyi ‹enc.- fl“..4-3 is ,ucari-i pr 1r5 tv-0 p+'= 5+(e01 ?ilAccuerc. -04- vi/ , PvwE(7 AAE-,1'(t. t/5 /G// r48 R - ci.t ito y, 4,` ' ©: MAAQ.okM -U 1Z FE. ! DO NOT SIGN INCOMPLETE SITE PLAN! 4fl Customer has verified and approved the location of the building,on���i��7Qptation of the building to the North,and verifies that all Grid White-Customer Copy Plain White-Office Copy IZ utilities are shown on this drawing in the torte I cation. t CUSTOMER SIGNATURE hit LEAD# ? 5-9/ ©2012 Perma-Bilt®Industries FR-34 07/12 I 11111111111111111 - 1 0 ce..,a,e Rd 14.It L _-. -41 tAZC'L 1195=Nay.. a FA pen. DR o,4Z-I- 7 Date 8/Z time received 36 am 0 13 '19 Mon. Tues. V Thur. -Fri. BLD: Date: *Z6 ' OWNER: Contact Name: ADDRESS: /1u1� /3 rn regent. L ti ( t' contact Number:360 S Z -�3/� . Notes: 206 ?, Foundation Ph_umbino Framin --- fl Propane Tank Mechanloal Setbacks Under-ground Framing Footing Rough In Air seal Underground Furnace Stemwall __ Hydronic Above ground Gas • Straps Exterior shear Exterior lines 011 —_ Straps le �( Interior shear Interior lines Ducts . Post Ventilation _ Man Homes Underfloor APPliance Gastwood stove Setbacks Insulation Foundation,— Final Inspection s Black&Tie Moor_ ,'= _wall ceiling. . Address Post�`d.� s'. ' . ,.,...e..k04.. , - • - .1-'4WFTOZ Wit-1.-0. . • • . „,--.•••---.4:44V4'.4.414•Te7;t- • . 174rg" i t Estkr0 • • • - . • 'r 4.7 va.ti......-,...-• ..:-.:,......T: • - _ Date —I time received42.:15G an / pm Mon. TueS. 4 Thur. -Fri. • BLD: , . Date: ells-- • . OWNER: _____--E-1-4 . . • • Contact Name.: • - . ADDRESS: _ t (P 613itati$ L1.3 (RI --62c.-713 \ . Contact Number.no 206 t' - ' Notes: • • ' • . ' • Foundation Plumbing - Framing' . Propane Tank - Mechanibal .,. Setbacks _ Under-ground Framing C.,/ Underground . Furnace Footing _ Rough in Alr seal Above ground Gas Sternwall — Flyd conic Exterior shear _ Extenor lines Oil Straps ___ Interior shear Interior lines • Ducts f Post Hole _ Ventilation Appliance — . Underfloor Gas/wood stove . man-Homes . 15,(.4%-kAw...x. 7- - • Setbacks ____ Insulation. • • Final Inspection Foundation- . -:•-:-; Block&Ti•e floor _wall ceiling. Address Posted `jx.4 , ii f Date I O/Jf3 time received a:40 am 1 pm Mon Tues. ,Wed: Thur. -Fri. BLD: 13 OPT 1.'. Date: 16/Z I . OWNER: ELM Br.._ - Contact Name: / ADDRESS: l 3 to GEEZA K4 - (.1J Contact Number^ 4943* +Z5 743 /5"-t; • _ 206 rf Notes: • - Foundation -Plumbing - Framing • . Propane Tank - Mechanical Setbacks Under-ground- Framing Underground _. Furnace _ Footing Rough in Alr seal Above ground _ Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines Ducts _ Post Hole Ventilation . . Appliance Underfloor _ Gas/wood stove Ma lionies -- Setbacks Insulation. Final Inspection )( `-: Foundation. . '.--5 lock&Tie -B floor _wall ceiling. . Address Poled Up Front Parcel Review. Parcel 501031016 Printed: April 17, 2013 GARY ELMER TRTEE Site Address: JACQUELINE GARDNER TRTEE 136 GEREAUX LN 5111 NE 201ST PL LAKE FOREST PARK, WA 98 QUILCENE WA, 98376 Parcel Number: 501031016 S-T-R: 3-25N-01W Total Acreage 6 Legal Description S3 T25 RI W TAX 15 &TL TAX B3 (3.41 CH) Land Use: 1101 Flood District: Fire District: 2 Planning Area: Flood Map(FIRM)Panel No: School District 48 Zoning: Rs--- COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ fr( 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) [1,1" Legal Access to Property 4231, NO [ 1.47 Parcel Tags or Scanned Documents YES ( o) [ V}' ESA's: Special Reports Nearby YES NO [[ Designated Ag YES NO [t( Shoreline Designation:_ NO COd� �v4.UL [ Shoreline Slope Stabile : YES NO Stream Type:YES NO Fish& Wildlife:YES NO Wetlands: YES NO Rare Plants:YES NO _ Seismic: ES NO 51,►-fp Landslid NO � [,Lcl CA-t-- Flood: YE NO Erosion: eV NO e la Aquifer Rec arge Area:YES NO SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan sub a itted: YesNo [f Forest Lands: YES e Adjoining Forest Lan.s: Commercial/ Rural/ Inholding [1/1"-- Mineral Lands: YES l [ (,r Agricultural Lands: YES 4) [Csr- Archaeology: YES @ r [ [J Stormwater: New Impervious Surface h Land Disturbing Activity ( /i(o t ESA's Stormwater Req's:Min Req#2 Min q#1 thru#5 Mm Req#1 thru#115 Engineering Notice Provisions/Disclosure:Ai ort YES NO MRL YES NO Forest Lands YES NO [,Landscaping Required: Yes L ) [ V Parking Spaces Re. 'red NO Other l LY Building Height: 4110 UBC Standard [ .]I-Impervious Surface cover percentage: Resource Lands&Public: I Rural Residential. 25°/ Rural In al: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ V' Total Building (s) Size: RVC:20,000 SF CC: 5,000 SF NC: 7,500 SF GC: 10,000 SF All others:subject toeptic&water constraints/NAB specified [ Setbacks: Front: 0 Left Side: i Right Side: t-, Rear: 4 Shoreline Setback: 192 p LSHA Setback: i;r [ 4--- Road Classification: Road Approach: XISTIN NOT REQ'D RAP [ C ' SEPA Required: YES { Flood Certificate: [ kr 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 I' [ r Lots/Require Declaration of Restrictiv• .venant YES NO, submitted: YES NO [ UGA No Protest Agreement YE' ; • ,submitted: YES NO [' ] Site Visit conducted YES 0 [ Require Final Zoning Approval YES [ ADMIN: Setbacks entered in Permit Plan case 4k/0%M New Parcel Tags entered in Permit Plan - 'YES Special Reports Scanned YES No parcel tags found for parcel Cases Associated with APN 501031016 Cases Name Review Type Status Planner CAR00-00521 ELMER F K RUSSELL Application Received: 12/5/2000 Permit Issued/Case closed: 2/2/2001 Case Finaled: 2/2/2001 manufactured home installation BLD01-00189 ELMER F Application Received: 4/3/2001 Permit Issued/Case closed: 4/3/2001 Case Finaled: 4/18/2001 Propane Tank Installation BLD13-00119 ELMER TRTEE P Application Received: 4/17/2013 Permit Issued/Case closed: Case Finaled: DETACHED UNHEAI l U ((AKAGE - NO PLUMBING SHORELINE PERMIT EXEMPTION BLD00-00778 ELMER F Application Received: 12/5/2000 Permit Issued/Case closed: 2/21/2001 Case Finaled: 6/27/2001 MANUFACTURED HOME INSTALLATION FPA2611642 ELMER TRTEE F Application Received: 3/1/2012 Permit Issued/Case closed: 3/30/2012 Case Finaled: 4/2/2012 5.4-acre timber harvest. (Approved subject to two conditions: (1) Notify the local forest practice forester two business days prior to starting operations. (2) No harvest is allowed below the steep break in slope above the Type Ns stream). SOM99-00160 ELMER TRTEE F Application Received: 6/14/2001 Permit Issued/Case closed: Case Finaled: CAR99-00228 ELMER F K RUSSELL Application Received: 6/8/1999 Permit Issued/Case closed: Case Finaled: 1/14/2002 New alternative septic sys em. SEP99-00160 ELMER F Application Received: 6/8/1999 Permit Issued/Case closed: 2/9/2001 Case Finaled: 6/14/2001 \\tidemark\data\forms\R_Parcel CRMLA.rpt 4/17/2013 Page 2 of 3 L15k98-00105 ELMER A Application Received: 11/12/1998 P rmit Issued/Case closed: 4/9/1999 se Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 4/17/2013 Page 3 of 3 BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00119 Received Date: 4/17/2013 SITE ADDRESS: 136 GEREAUX LN Issue Date 6/17/2013 QUILCENE, 98376 Expiration Date 6/17/2014 OWNER: GARY ELMER TRTEE PHONE: 206-948-0094 JACQUELINE GARDNER TRTEE 5111 NE 201ST PL LAKE FOREST PARK WA 981551817 SUBDIVISION: Block: Lot: PARCEL NUMBER: 501031016 Section: 3 Township: 25 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 PROJECT DESCRIPTION: DETACHED UNHEATED GARAGE - NO PLUMBING SHORELINE PERMIT EXEMPTION TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 840 VALUATION 28,139.00 ADD'L: HEAT TYPE UH CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: SHORELINE: CONST TYPE: GARAGE' SETBACK: 100 DECK: BANK HEIGHT: 100 SEWAGE DISPOSAL: OSS WATER SYSTEM: 1PWELL Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $431.65 ZAL 04/11/13 140237 Exist: Exist: Plan Check $280.57 ZAL 04/11/13 140237 Prop: Prop: State Building Code $4.50 ZAL 04/11/13 140237 Total: Total: Total: $716.72 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 Jefferson County Building Division Permit Number: BLD13-00119 Applicant: ELMER TRTEE 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 days inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks 8/3013 Erosion Control B !3 30 Post Holes / I' d\0 1/43 Straps(hold downs) �J Framing 4/l!//3 Blocking Drywell/Alt Drainage 04's Address Posted /e/4,-.3 C, / FINAL INSPECTION /(1.2 i/i /mil FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD13-00119 1.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the steep slope or Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 2.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator, 3.) 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. 4.) The site plan as submitted with the Building Permit application on April 17, 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 17, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 5.) This project reviewed and approved as a Shoreline Exemption under JCC 18.25.090(5). 6.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health. Additional requirements may apply if plumbing is proposed. 11tiriamark\rlatalfnrmc\F RI fl Permit RIrin rnt F/1712n13