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Home My WebLink AboutBLD2014-00168 • BUILDING PERMIT APPLIO Review ION 00168 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00168 Received Date: 5/15/2014 SITE ADDRESS: 340 BISHOP HILL CIRCLE CHIMACUM, 98325 OWNER: GREGORY FAY PHONE: 360-344-3424 CONNIE L FAY PO BOX 951 PORT HADLOCK WA 98339-0951 BISHOP HEIGHTS DIV II SUBDIVISION: Block: Lot: 4 PARCEL NUMBER: 933500004 Section: 35 Township: 29 N Range: 01 W CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: (360)437-1219 3546 THORNDYKE RD PORT LUDLOW WA 98365-8229 Contractor's License SOUNDBS027NM Expires 8/19/2014 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION Pole Building Garage, no heat, no plumb TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 17,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 864 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $245.00 MEB 05/15/14 148631 APPROVED Plan Check $159.25 MEB 05/15/14 148631 State Building Code $4.50 MEB 05/15/14 148631 MAY 3 0 2014 Total: $408.75 Jefferson County DCD NtirinmorlArlo4o\fnrme\G RI in Ann Rid rn4 crwi/') IA 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#: BLD14-00168 APPLICANT: GREGORY FAY PHONE: 360-344-3424 CONNIE L FAY PO BOX 951 PORT HADLOCK WA 98339-0951 SITE ADDRESS: 340 BISHOP HILL CIRCLE Issue Date: 05/30/2014 CHIMACUM, 98325 Final Date: 7/16/2014 SUBDIVISION: 9335 Block: Lot: 4 PARCEL NUMBER: 933500004 Section: 35 Township: 29 N Range: 1W PROJECT DESCRIPTION: Pole Building Garage, no heat, no plumb THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 7/16/2014 \\tidemark\data\forms\F_BLD_Occupancy.rpt 7/16/2014 , l'Iw -4 E......-- ,..,_` (0 IIP - . -- ..k-\) U1/4.) C _� w a� n 0 z fa Q 15- 0 r o RI ti ?` U1 —o n r.,„„, o ,....K'v p I E. -4_ a o ..L (D-1 0� p - �■ C Co Io I . P ___________ .. ,i, .... .,, , ca -co " $ -5 < a t iAl ire G,9n w 3°op w to Vi — Wry ter-_ — i lu) _ �ow� r_ - - - - / . 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IN 0 �� z X3�• -1 �, Vl 1 ~ ro c d b 2600;i! CENTER GREG FAY F. c o r El MAIN BUILDING o BLV24x36'x2' POLE BUILDING BEVY BLV 352 P552 AND DETAILS O a { CHIMACUM, WA 98352 < d a • C J Engineering FAX: (509)736-7557 JEFFERSON COUNTY FILE .‘f 03 -v1 Xo• XI . . C) 0 7C Z • —I r•I , lik . —1 =1111111■11111=111111■111111\ 1=11111111■11111111■111=11111M --i>. 0 z 0 z •p---ts-1 03 > a) 4 4 0 F I 1 x I (MD o tn 0 ui 0 xi —-----— • I ■11101■011111 T ■11111011■1111111■11111111 (.1) V) C) C) 311. Is. r- •• •• CPI CAI •...., ....... a) co o o I I I I - - 1M xs c, x rri 5 rri --1 —1 0 z 0 z — . m x 0--(V>1 411111W1-.,46:71110- 5 ""`r, -.:e.m■ ..1!•-...-....* o Ul it: . GI •_ 0 V) a) cn xt. M • ,- -,r,,,, ' Ay •• : :Vt , `:,'.., S': • •• Col ."•• Q ' ' • 0 • CA ... ...„ 0) ,...... - • (3) a ISV. a II N" II '---ciTh 4—` -o 'cc' o > tz' 2600 N.COLUMBIA CENTER GREG FAY g _9 co,w rit- FT1. om M'. BLVD.SUITE#208 I 24'x36'x12' POLE BUILDING BUILDING -I. ,r-'4) f>) < --• rn to RICHLAND,WA 99352 Cf) • • 2 .p. t:1 1-5 BERKEY 340 BISHOP HILL CIRCLE 1[ ELEVATIONS o ,;, n to PHONE:(509)736-7552 .pli. C) t?..,' ,r_ri 4.z. x Engineering FAX: (509)736-7557 CHIMACUM, WA 98352 / JEFFERSON COUNTY NN. COLUMBIA CENTER BLVD. J• ill 54 E 208 RICHLAND, WA 99352 SHEET I OF____J4 B FiJIl�i l N E: 55009)--736--7755557 2 CALC BYd _DATE CHECK BY DATE www.berkey.biz Project...D.es.Cri.pti.on3NTY Q .D • Building Width= 24-fit Eave Ht1 = 12 ft , ,, ., .PLAN-REVIEW Building Length = 36 ft A ',,-,..;r.= OVED,AS SUBMITTED Pole Building Design for „ . 0 1. ROVE.”)AS NOTED SAVE AS il REJECTED Date Reviewer ......-- Criteria 2012 IBC 2 Oa#post Frame I es gn Manu l REVIEWED FOR CODE COMPLIANCE 2111.0 NDS ACSE7- 10 . 25 psf Snow Load , 110 mph Wind, Exp. B . Seismc..kone: D1 ® cst r ry2-;-,eln,<7,7--T--clon to conformance w`s h Concrete. - Sti iiiiiiiiiiiiiiii codes and regulations. fc.= 2500 . Soil : S„= 150.0 psf,..VerticaLSoii.Pressu.re S..= 100 ps#/ft; Lateral Soil Pressure . e' i"v pp'. . ill . . ..... Iii;■:'. LIfq:,... 1 '4 et. ..c., ,„. . , . ...3.771)` . Contact the Building Department .1! at A704450.prior to making changes or revisions.t0 the-approved-plans I EXPIRES 0808/.{ 1 ;41 0-0 „„..„ , N.08 COLUMBIA CENTER BLVD. 1� 2 RICHLAND, WA 99352 SHEET OF PHONE: (509)-736-7552 CALC BY DATE BE FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz SnoW..Loads Wind Loads Basic Wind Speed= 110 mph P9 25 psf Exposure= B Is= 1.0 TABLE 15-2 ASCE 7-10 [= 1.00 Ce..=....1:2 TABLE 7-2;A 7-10 A..._..1..:00 • h= 1400 Ct = 1.2 TABLE 7-3,ASCE 7-10 a= 3.00 2a= 6.00 Roof Pitch 4.112 e= 18...4.3...degrees 0.322 radiains Horizontal Pressures FIGURE 28 6-1,ASCE 7-10 Exp= B 0:316 sine A= 24:1 0.949 cos 9 S_ 8 Pf= P9(0.7)(I5)(Ce)(Ct) 0.900 cost 9 C= 16 252 psf D= 4.6 SLOPE FACTOR Vertical-Pressures E= 23.1 Cs = 0.94 FIGURE 7-2,ASCE 7-10 F= 15.1 G = 16 Ps (P,€)(Ce) H.=...11...5 23:63 psf Overhangs EoH= 32.3 Pmin ~ 25 psf GoH= 25.3 25 psf Controls �r ) uJ Ai N. COLUMBIA CENTER BLVD. J. WE 208 SHEET 3 OF RICHLAND, WA 99352 B ERKIFY PHONE: (509)-736-m52 CALC BY DATE FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz Lateral-.Cantr..ol - Wind Seismic L = 36 ft Overhang = x= 115 ft DL roof= 5 psf Overhang=y = 1.5 ft • DLwans- 5 psf sparr=s= 24 ft pitch.=m=. 4 f42 Area-of Roof: Ht= 12 ft Aeavewau= (Ht-0.5)(L) A.R_`..........(s+2y)(L+2x) = 1058 sf = 414sf Area of Walls: Aloof= (.L..+2x.).(m(s/2)) = 156 sf Aw= 2{(L)(Ht).+..((s)(Ht)*(m(s2/4)J= 1536 sf ht, =m(s/2)='4:00ft Wtmor AR(DLmof) = 5265 lbs 'Mnd Forces VVtemile=Aw(.D.Lwaus) = 7650 lbs VA= (24.-1.)(Ht)(2a)= 1735 lbs Wt ••goof+Wtwans= 12945'Ibs i3 (8)(m(s12)(2a+x)= 240 lbs Seismic Parameters: Vc' (16)(Ht)(L-2a) = 5760 lbs le= 1.0 Table 1.5-2,ASCE 7-10 R_..2.,5 Table 12.2-1,ASCE 7-10 VD= (4.6)m(s12)(L+x.2a).=....580 lbs SS- 0.8 USGS Seismic Hazard Cti v®s Fa=...1:1.8 Table 11:4=1;ASCE 748 +SMS= (Ss)(Fa) = 0.9 Eq 11.4=1,ASCE 7-10 �Vp= 8315 lbs Scs= (2/3)Sms= Q.6 Eq 11.4-3,ASCE 7-10 Cs= (S05)(Ie)/R= 0.3 Eq 12.8-2,ASCE 7-10 © Eq 12 8-tASCE7-1 seismic s �' 3259 ib5 q"' 3.26 Kip < 8.31 Kip v Wind.Controls 4-- iiii NWE N. COLUMBIA CENTER BLVD. JO 208 SHEET Li OF RICHLAND, WA 99352 BERKEY PHONE: 509)-736-7552 CALC BY DATE FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz Lateral Model 3.Bays Diaphragm Stiffness Assembly..#.9 2 ,. 3` 4 29 ga. Steel (11) Overlap Purlins w/o i Shear Stiffness c= .4700 lbs/in i s Shear"Modulus"G- 4700 lbs/in E I { Allowable Shear Va = 160 pif i I. t.F " Cp= (G(bh))/(s(cos9)= 5574 lbs/in T it s= 12:04 ft bh"_ 13.50 ft 1 2 3 4 Bay 1 2 3 Width 12 ft 12 ft 12 ft Stiffness Properties Frame Loads Frame 1: Kp= 825 Ibs11rr Frame 1: R1 = 891 lbs Frame 2: Kp= 340 Ibslin Frame 2: R1 = 1085 lbs Frame3: Kp =-"340"lbs/in Frame 3: R1 '1085 lbs Frame 4: KP = 9183 lbs/in Frame 4: R1 = 542 lbs 0 L N. COLUMBIA CENTER BLVD. J� Mrt 208 SHEET 5 OF RICHLAND, WA 99352 PHONE: (509)-736-7552 CAL`C BY DATE B F��FJY FAX: (509)-736-7557 CHECK BY DATE. www.berkey.biz Frame Stiffness Frame 2=3 Cantilevered Post Frame 4 29 ga: Steel w(Stitch Post Size 6x 6 N = 2 C= 4400 lbs/in G = 4400 lbs/in E. ..1.100 ksi I= 109 in4 Va= 160- 1f w= 24..ft Hp= 128 in Ht= 12 ft KK= N(3EI/Hp3)= 340 lbs/in Kp.= (Gw)/Ht= 9163 Ibs/in Frame 1 Cantilevered Post Post Size 6x 6 N = 4 E=_.4400 ksi I = 10$-in4 Hp= 120 in Kp= N(.3.EI/Hp3)= 825..Ibs/in • N. COLUMBIA CENTER BLVD. 7� • 08 SHEET OF RICHLAND, WA 99352 BF1RKE l PHONE: (509)-736-7552 CALC BY DATE r FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz DAFI Input Number of Bays 3 Roof Stiffness Bay-1 10032 Bay 2 10032 • Bay 3 10032 Rai* Stiffness Loads - 1 825 Ibs/in 891 lbs _ 2 34.Q..lbs/in 1085..Ibs _ 3 340 1bs/in 1085'fibs 4 9183 lbs/in 542 lbs J . • 14364.DAF FRAME FRAME APPLIED HORIZONTAL LOAD RESISTED FRACTION OF NUMBER STIFFNESS LOAD DISPLACEMENT BY FRAME APPLIED LOAD 1 825.00 891.0 .6599014 544.4 .6110 2 340.00 1085.0 .6253538 212.6 .1960 3 340.00 1085.0 .5038465 171.3 .1579 4 9183.00 542.0 .2912614 2674.7 4.9348 DIAPHRAGM DIAPHRAGM SHEAR SHEAR NUMBER STIFFNESS DISPLACEMENT LOAD 1 10032.00 .0345476 346.6 2 10032.00 .1215073 1219.0 3 10032.00 .2125851 2132.7 Page 1 N. COLUMBIA CENTER BLVD. 7� Igurt 208 SHEET at OF RICHLAND, WA 99352 BF, � T PHONE: (509)-736-7552 CAL'C BY DATE r Y FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz Diaphragm Shear Diaphragm Chards Vi (Chi/Ch)(V)/(COS e,) Md =(Vh)(t)/4 19194 ft lbs = 1124 lbs . Chord Force Uh= 2.1.32..7..I.bs Pe=Md/b, 1= bh Icos O= 14:23 ft P' vp= VpII = 79.0 plf p Ride P3 r•• _...._W.__..r____.. ?2. I Use-only-the-outer 3.purtins Purlin Spacing =z= 24.0 in W= 24 ft bx=W-2(z/12) = 20.00ft 960-tbs a= 1.5 in b= 5.5 in Alum=ab= 8.25 in 2 P =j.WJbx)(1PE.)13 = 384.lbs '' IApuriin = 46.5•psi %COLUMBIA CENTER BLVD. 1O 8 SHEET 9 OF RICHLAND, WA 99352 PHONE: (509)-736-7552 CALC BY DATE B E y FAX; (509)-736-7557 CHECK BY DATE www.berkey.biz Post Design End-t4- nd Shearwalls Out of Plane Forces Lateral wind force: Reaction for fixed-pinned posts on gable ends= ER HP7- 128in s= 12.00ft IFS = 3t8(v„(EE)) _ w..=....1.92..plf 336 s AA.=..84 sf • Mactual=W(H02/8= 2731 ft-lbs FEE= 2045 Post Size 6x 6 D.I.stribute...Fo:rce to 2 Walls .E..=,....1.100 ksl 1= 108 ln4 Total length of controlling shear element' s= 36 lfl3 Fk= 575 psi LEE 33 ft Trib = 12 ft CD= 1.6 ED = 920 psi Span..=..5..=...24..ft Mmax = 2760 ft-lbs VEE =(Trtbls)FEE =..1023 lbs 2760 ft-lbs> 2731 ft-lbs OK VEE=VEE/LEE= 31.0 plf Shearwall Type..=29..ga.Steel.(11) Allowable Shear = 110 plf 31.0 plf< 110.0 plf OK BLEAR WALL CHOICES 29 ga w/o stitch screws 110 plf 29 ga with stitch screws 160 plf 7/16' OSB With staples 395 plf MN. COLUMBIA CENTER BLVD. .111) E 208 SHEET (0 OF Ilea RICHLAND, WA 99352 PHONE: (509)-736-7552 CALL BY DATE BERKEY FAX: (509)-736-7557 CHECK BY DATE. www.berkey.biz Constrained..Post...E.m.bedded in Earth Base Soil Lateral Bearing =..5.= 100 pcf Embedded Element Width = b= 2.00 ft Required-spacing..for increase in RFDM 83:11 6b"= 12:0ft • USE INCREASE w= 192 plf S' = 26.6..pcf L= 10„67 ft Ma= 273...ft-lbs Actual d = (4Ma/S,b)'/3 Actual..d = 2.74 It Used= 3.50 ft N. COLUMBIA CENTER BLVD. 7 SSE 208 SHEET OF r RICHLAND, WA 99352 B ERKEY PHONE: (509)-736-7552 CALC BY DATE FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz Uplift Frame 4 Shearwall Tribe T 12:100 ft Total length of controlling shear element; Tribe= 13.50 ft L = 24 ft Area=..A.= 1.62 sf V = 2674.7 • Uplift Pressure= G= 16:0 psf V= V/L = 111.4 plf Uplift= PAP= 2592 lbs Shearwall Type = 29 ga Steel w!Stitch soil Gone Allowable Shear= 160 plf r= 3,00 ft = 35° Q.61 rad 111.4 plf< 160:0 plf OK r= 1 00 ft AA=0.25 sf V;=((rr(ditantp+r)"2(df+r/tarrrp))/3)-(rrrA3/3tarttp)-d1-Ap 42 cf non= 110 pcf HD.=-Vs(V sdr)_ 4:66 kip 2.59 kip < 4.66 kip OK • • } 1 JOIST & RAFTER CALCULATOR PURLINS BEAM PARAMETERS: STRESS CALCULATIONS: Horiz. Span: 12 ft Types Moment @ midspan = 886 ft-lbs Slope(V:H): 0 :12 #2 DF-L Moment @ Point#1 = 0 ft-lbs True Span = 11.25 ft #2 HF User Calc'd Moment= 0 ft-lbs Beam Type: #2 DF-L LVL S4S lumber? YES PARALLAM Shear @ 0'end= 301 lbs Shear @ 11.25'end = 301 lbs No. of Pieces: 1 User Calc'd Shear= 0 lbs Spacing: 24 in Width: 2 in Reaction @ 0'end= 315 lbs Depth: 6 in. Reaction @ 11.25'end 315 lbs LOADS: VERT. LOAD PERP. LOAD fb= 1406 TEN. BENDING OK Uniform Dead: 3 psf = 3 psf fir= 57 SHEAR OK Uniform Live: 25 psf = 25 psf Point#1: 0 lbs @ 0 ft LL S allow.= 0.75 in TL allow.= 1.13 in BASE DESIGN VALUES: Live Load 5 = 0.62 LIVE DEFLECTION OK Allow. Live Load 8: L/180 Total Load S = 0.70 TOTAL DEFLECTION OK Allow. Total Load 5: L/120 Fb= 900 psi F'b = 1547 psi Requires 1.50 in. bearing surface Fv= 180 psi 1= 18 in 4 Fcperp= 625 psi E= 1,600,000 psi ADJUSTMENT FACTORS: Cd= 1.15 Cf= 1.30 Cr= 1.15 SPECIFICATION: 2 x 6 #2 DF-L @ 24 in. o/c • • ( 3 POST FOOTING DESIGN MATERIAL PARAMETERS: P Base Allow.Soil Press.= 1500 psf Adjust.Allow.Soil Press.= 2550 Concrete Strength:fc'= 2500 psi Post Width= 6 in Post Depth= 6 in FOOTING PARAMETERS: CALCULATIONS: Diameter=b= 2.0 ft Thickness=t= 6 in Actual Soil Pressure=q= (DL+LL)/(rrb2/4) = 1376 psf OK Column Width=h1= 6 in Depth to Base= 42 in Punching Shear(Vu 2) = q[(rr(b/2)2)-((h1+h2)/12)2) Column Depth=h2= 6 in = 4127 lbs AXIAL LOADS Allow. Shear(+Vc)=(85)(4)SQRT(Fc)(4)(h 1+h 2)(h 2)12 Dead Load=DL= 720 lbs = 24480 lbs OK Live Load=LL= 3600 lbs Actual Conc.Bearing= (1.4DL+1.7LL)/(h1•h2) = 198 psi Allow. Conc. Bearing = (0.85)(0.7fc'SQRT2) = 2975 psi OK CONSTRUCTION SPECIFICATIONS: 2 ft.dia.x 6 in.CONCRETE FOOTING 2 ft.dia.x 42 in. DEEP HOLE(BELL OUT AS REQ'D) 2500 psi CONCRETE • • O'c- 11-t BEAM-COLUMN AXIAL LOADS &STRESSES: BENDING LOADS &STRESSES: P1= 4320 LBS Max Moment(M1)= 0 lb-ft P2= 0 LBS Max Moment(M2)= 2731 lb-ft P3= 3240 LBS Max Moment(M3)= 2048 lb-ft D + S, fc= 120.00 psi Load Case (16-9) D + S, fb= 0.00 psi D+W, fc= 0.00 psi Load Case(16-11) D +W, fb= 910.22 psi D+0.75(S+W), fc= 90.00 psi Load Case(16-10) D+0.75(S+W), fb= 682.67 psi TRUSS MEMBER PARAMETERS: Length: 10.67 ft S= 36.0 in^3 Ke: 0.8 1= 108.0 in^4 Effect. Length = 8.5 A= 36.0 in^2 SPECS: CALCULATIONS GRADE: #2 HF Le/d= 17.1 Width: 6in. Fc`= 920 Depth: 6 in. FcE = 1132 d= 6in. KcE = 0.30 Fc= 575 psi c'= 0.8 Fb= 575 psi CP = 0.757 E= 1100000 psi Fb'= 920 ADJUSTMENT FACTORS: wind CD = 1.60 snow CD = 1.15 CF = 1.00 7 INTERACTION EQUATION LOAD CASES: (fcI Fief+ Ifb1!(Fb1'(1-fo/FcEI)}<_ 1.0 STATUS CASES (16-7&12) By Inspection OK CASE (16-9) D+S 0.057 0.000 0.057 OK CASE (16-11) D+W 0.000 0.989 0.989 OK CASE (16-10) D+0.75(S+W) 0.017 0.806 0.823 OK SPECIFICATION: USE 6 in x 6 i #2 HF 0 I a,vd7 bWa� ,b�E -a _ 00 -© • a3 n `u' `) U p1 try L x £ 'g / ,N . 41113UILDING PERMIT APPLIC N BLDI4-00168 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00168 Received Date: 5/15/2014 SITE ADDRESS: 340 BISHOP HILL CIRCLE CHIMACUM, 98325 OWNER: GREGORY A FAY PHONE: 360-344-3424 CONNIE L FAY PO BOX 951 PORT HADLOCK WA 98339-0951 BISHOP HEIGHTS DIV II SUBDIVISION: Block: Lot: 4 PARCEL NUMBER: 933500004 Section: 35 Township: 29 N Range: 01 W CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: (360)437-1219 3546 THORNDYKE RD PORT LUDLOW WA 98365-8229 Contractor's License SOUNDBS027NM Expires 8/19/2014 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP Pole Building Garage, no heat, no plumb TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 17,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 864 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $245.00 MEB 05/15/14 148631 Plan Check $159.25 MEB 05/15/14 148631 State Building Code $4.50 MEB 05/15/14 148631 Total: $408.75 1\Hrlcmar4blolo\forme\F RI n Ann POI rn1 F/1 F/9111A t � L,oL JEFFERSONUNTY ( V i'�r r3 W DEPARTMENT COMMUNITY DEVELOPMENT '"' `4 621 Sheridan Street• Port Townsend •Washington 98368 1 I 360/379-4450 • 360/379-4451 Fax r/ I www.co.jefferson.wa.us/commdevelopment II MAY 12 2014 1 $IN Master Permit Application MLA: JEFFERSON COUNTY Project Description(include separate sheets as necessary): __ OLPI.OF COMMUNITY DEVELOPMENT //�� l��✓� f r u C .o Pa 1 e ✓ 1 d i ci �.o�,� 'e Tax Parcel Number: 933 -S o - 0 0 i-+ Property Size: WO; .2 15 / (acres/ quare feet Site Address and/or Directions to Property: A3 3tb ;r1, op IC/� Circle CA ;PA Acvr-• wA. 9P3 /5 Property Owner(s)of Record: Gre F.41 Telephone: ax: email: Mailing Address: P© . 11 eX 15 I Pt , H AA I t c K 9 g7.7 2 Applicant/Agent(if different from owner): SGv,el By i I d i 5 y c tr y.. It/r,, Telephone: ?C9 o - 4/77-)2)q Fax: 760-L31 -) 2 i8 email:AvvA b,,;Ii yc4jste►ri s Mailing Address: 5)-/Gs torw,i)1 Ke_ j4, P+. Lvd 16w , WA. 9t:744; re lieu„/3 i) ,Ca:- What kind of Permit?(Check each box that applies ❑Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Single Family ® Garage Attached Detached ❑Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat** ❑Home Business ❑ Cottage Industry ❑ Binding Site Plan** ❑Propane ❑Long Plat** ❑Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT hereby designa� to act as my agent in matters relating to this application for permit(s). WNER SIGNATU- - _i%fl= Date:4 5 -/2 - /171 ✓signing this application form,t e owner/agent atte - hat the information provided herein,and in any attachments,is true and correct to the best of a,her or its knowledge. Any material falsehood • any omission of a material fact made by the owner/agent with respect to this application packet ay result in this permit being null and void. irther agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and )enses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. rther agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application ew and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the a of the appli -the or she wants •rio •,-f -. _ nature: "'"_.......6.6.----....1.---- //f��.►-�- Date: —/ Z ` 14 action or actions Appi>cant will undertake as a r of the issuance of this permit may negatively impact upon one or more threatened or fingered species and could lead to a potenti taY ake"of an endangered species as those terms are defined in the federal law known as the angered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this it 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 i(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual on-transf- -• - ponsibility for adherin• a • ••••�•'ng with the ESA. The Applicant has read this disclaimer and signs a d dates it below. tune �i��. :__ i//�� Date: .5-I /1/ itCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • ___________BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: S"0-0,N) �3 v i 1 d I Al, s 7C-60 S -4.ti [> ■ G 1 (31n0) y 3 7-/2) , (?ba)4f 3 7 •I J.I S MAILING ADDRESS: 351/6 7,of NA y K e i P i.Lt4d I DW 9g, EMAIL:sc.,.,,,Q6✓1111 i,wy sys fE,rr,B_6)l,o`r-Mwi`.Cos,•. CONTRACTOR'S LICENSE WAINS NUMBER: sDv,v d),S d 3 7 if/P1 NUMBER ARCHITECT/ENGINEER: ger K._ F,�v�1%.v e_e r l„LA (,•UA. 4,93)5 z PHONE (co 9) J 3�., _)�r-5 2_ FAX:(509)77t-7 5.57 MAILING ADDRESS:?(,LO/V,co�w,�i.e ceodyE'.1^�1✓1- 2b.� /'li,14 L, l EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: g New -1] Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: 0 Bank 0 Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: 21 Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: O ❑ Public Total: Name of System: - If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 Underground Tank 1 Above ground Tank Size of Propane Tank: 1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property, lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. y Square Footage Current Proposed ':for Office Use Only a Amount Revision Main Floor Heated EH Bid App Review: _� 2na Floor Heated �2 Consistency Review: ' Other Heated Base fee: --- 5 Mezzanine Additional Section: p� \ Heated Basement Plan Check fee: 1 CI ZC, Unheated Basement State Surcharge fee: 17. 4 Other Unheated Pot Water Review fee: arage arport gL SUBTOTAL --43 id Decks 911/Rd Apprc(ch fee: c Other TOTAL: $ •� r Receipt Number: I Lt.t 65 1 Cash/Check Number: 2 ex ESTIMATED COST(REQUIRED) Date: Jl / •Fair market value of all labor and materials foundation to finish "� //r 7, 5a o Initials: _,rte G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc •V l9- ( IQ t Op Front Parcel Review 6- 12 Ccf- a;'0' Parcel 933500004 lZ. o ' — Printed: May 12, 2014 ( 2- l 6— GREGORY A FAY Site Address(es): k2s2,v«, CONNIE L FAY 340 BISHOP HILL CIRCLE CHIMACUM, WA 98325 ou 1„ PO BOX 951 ._--_ `1 PORT HADLOCK, WA 983390951 f d Z 0 f( . 1 ; 5 (o +,� 0 t Parcel Number: 933500004 S-T-R: 35-29N-01W Total Acreage 3 Legal Description BISHOP HEIGHTS DIV II LOT 4 SUBJ/EASE Land Use: 1100 Flood District: Fire District: 1 Planning Area: 6 Flood Map(FIRM)Panel No: School District 49 Zoning: (2--in COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ 1" Plot states "property line" [ 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 Prope YES . NO [ y' Parcel Tags or Scanned Documents YES a(2.) [ L}-- ESA's: Special Reports Nearby ,e,.': 0 [ -j Designated Ag YES NO fr [tr Shoreline Designation: YES NO [ iy Shoreline Slope Stability: YES O Stream Type:YES NO FWHCA: YES NO Wetlands: YES NO " I a . i Rare Plants:YES NO , 1► I Seismic: YES NO Landslide: YES NO Flood: YES NO Erosion: YES NO Aquifer Recharge Area:YES NO SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan sub fitted: YesNo [ e..r Forest Lands: YES Adjoining Forest Lands: _ Commercial/ Rural/ Inholding [ Mineral Lands: YES O [ r*i]-- Agricultural Lands: YES [ P■]'- Archaeology: YES NO [ (X No Shooting Zone: YES NOS) (9! 1 [ 1A Stormwater: New Surface C. G CI Land Disturbing Activity L� 3(p 9 ESA's Stormwater Req :Min Req#2 Min i Req#1 thru#5 Min Req#1 thru#10( Engineering [vr Notice Provisions/Disclosure:Ai sort YES NO MRL YES NO Forest Lands YES NO [ L/r Landscaping Required: Yes _o [ yr Parking Spaces Res ired NO 2 Other I- CI Building Height: c0 UBC Standard [14 Impervious Surface coverag rcentage: Resource Lands&Public: 10°W Rural Residentia 25% Rural Indust Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ Total Building (s) Size; RVC:20,000 SF CC: 5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ Vr Setbacks: Front: 2_0 Left Side: " Right Side: 2 0 Rear: 7 O Shoreline Setback: LSHA Setback: [ 14- Road Classification: Road Approach: XISTINNOT REQ'D RAP [ frr SEPA Required: 'YES EXEMPT [ i;/}' Flood Certificate: ((1 0 [ j'y Existing Case(s)&Condition(s): Violations: Yes No [ frf Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ j;' Lots/Require Declaration of Restrictiv ovenant YE�ubmitted: YES NO [ / UGA No Protest Agreement Y ._ ubmitted: YES NO [ IA-- Site Visit conducted YES [ ✓-- Require Final Zoning Approval ES 0 [ L.K ADMIN: Setbacks entered in Permit Plan case /, YES New Parcel Tags entered i rmit Plan 400 YES Special Reports Scanne N/A YES No parcel tags found for parcel Cases Associated with APN 933500004 Cases Name Review Type Status Planner M - 5-62 LD06-00567 MLA06-00562 BISHOP I F M FARFAN ppliK,dtirni ceived: 10/2/2006 Permit Issued/Case closed: 10/19/2006 Case Finaled: 4/16/2007 NEW SFR W/ATTACHED GARAGE SEP06-00303 BISHOP F Application Received: 9/14/2006 Permit Issued/Case closed: 10/11/2006 Case Finaled: 2/14/2007 SOM06-00303 FAY RCR Application Received: 2/14/2007 Permit Issued/Case closed: 4/25/2014 Case Finaled: 14/B99-00012 BISHOP F M FARFAN Application Received: 10/27/1999 Permit Issued/Case closed: 1/14/2000 Case Finaled: 9/26/2000 Subdivision Plat Amendment for Lot 13 of Bishop Heights Large Lot to be used as open space for Bishop Heights Division II. \\tidemark\data\forms\R Parcel CRMLA.rpt 5/12/2014 Page 2 of 2 1111 III 4117oN c 0 JEFFERSON COUNTY 44064A1 DEPARTMENT OF COMMUNITY DEVELOPMENT �.� �' , 621 Sheridan Street • Port Townsend • Washington 98368 MAY 1 Z 2014 le$I'NCx`�O 360/379-4450 • 360/379-4451 Fax J 0 http://www.co.Jefferson.wa.us/commdevelopment/ I-- JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: r 9 FA I 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 a .5 It acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet //0) / 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,westem 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 3/.acres or more of Construction site for structures 156 sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes No Well,utilities,etc. sq/ft Does the project convert 21/2 acres or more of native vegetation to pasture? Driveway,parking,etc. ?DU sq/ft Circle: Yes Lawn,landscaping,etc. sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance e2 36 q sq/ft Cut 0 Fill (cutyd) [over] stormwater calc worksheet—REV.10/1/2003 1 • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) gteii sq/ft Structures(all roof area) 9 32-- sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway J sq/ft Driveway 2 37 5 sq/ft Other sq/ft Other sq/ft Total New /66,/ sq/ft Total Existing Y9,4 ? sq/ft TOTAL NEW+TOTAL EXISTING* 6.07 / 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: 5.S Does the site have 35%or more of existing impervious surface? Circle: Yes CNo FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no,the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium"projects—those that must meet only Minimum Requirements #1 through #5—and for large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE _ By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. -/y DOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) 5677- .rt I, r 17;1 ' -. 1 last= "� '," }. ot l ?_..� ,...__.,_-. storrr,ester calc worksheet—REV.10/1/2003 2 = > � i — (1) C N C \ M F = O � \ N .N � a— a) \ Z C ! O 0 i .> '5 C z U) J Z 0) m \ 1- Q o a1 w .' o 5 o O ai 73• 'v '° • � ° .-- w o O d a (L) a cc .� o o' ? a CO Z c m o 5 a G am , 'o • A (0 o 0 x V ` N o c � I- O UJ Z V L ! o = d C d ' p Y L 3 �l , r, 0 W G O •TA ' �' � `' ` m ✓ r ` O F- N O C r r r 1 0 ` W O^ U) c 1 m cD Cl) w O 2 c 2 . v W o z V oul CD j ~ 0 �� s > U > Z Q 0 7 W UO �) mom z N J » 2 Z m 0 C6 c o H W > O a) °' to a 0 0 m - • Jefferson County Building Division Permit Number: BLD14-00168 Applicant: FAY BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks 5/28/2014 /,./ft/i / Post Holes 5/28/2014 41.1,,Z.1/ Foundation Footing 5/28/2014 Framing 5/28/2014 S(I ICI A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION FINAL INSPECTION UST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD14-00168 1.) DWJ 2.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) The site plan as submitted with the Building Permit application on May 12, 2014 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 May 20, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health. Additional requirements may apply if plumbing is proposed. \\tidemark\data\forms\F BLD_Permit BIdg.rpt 5/30/2014 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00168 Received Date: 5/15/2014 SITE ADDRESS: 340 BISHOP HILL CIRCLE Issue Date 5/30/2014 CHIMACUM, 98325 Expiration Date 5/30/2015 OWNER: GREGORY A FAY PHONE: 360-344-3424 CONNIE L FAY PO BOX 951 PORT HADLOCK WA 98339-0951 BISHOP HEIGHTS DIV II SUBDIVISION: Block: Lot: 4 PARCEL NUMBER: 933500004 Section: 35 Township: 29 N Range: 01 W CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: (360)437-1219 3546 THORNDYKE RD PORT LUDLOW WA 98365-8229 Contractor's License SOUNDBS027NM Expires 8/19/2014 PROJECT DESCRIPTION: Pole Building Garage, no heat, no plumb TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 17,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 864 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $245.00 MEB 05/15/14 148631 Exist: Exist: Plan Check $159.25 MEB 05/15/14 148631 Prop: Prop: State Building Code $4.50 MEB 05/15/14 148631 Total: Total: Total: $408.75 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 / 4SON JEFFERSON COUNTY E. co e, ` -' DEPARTMENT OF COMMUNITY DEVELOPMENT Date: ')// Time Received: `057 a/pm Mon. .41, Wed. Thur. Fri. 777 Date: 77/(7 BLD: /4/'/(011 Contact Name: Owner: Contact Number: 360 •/S7 /2./Q Address: '3 `f0 1? ah y ///lf C //e._ 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing X Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection X, Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ,f-rON-7.--,.__ K�`�w , JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AIonthA- "3'HIp7G1G Date: Wti-4 Time Received: f &AMP Mon. Tue. Wed. Fri. Date: (p BLD: /1f nob Of'/7O Contact Name: Cock Owner: Contact Number: 360 143? /z/9 Address: '3410 3/74,0/ ,;/7,', 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 4SO' cbci JEFFERSON COUNTY / DEPARTMENT OF COMMUNITY DEVELOPMENT .1SK` Date: & - prime Received: L--f3i am/rg Mon. asp Wed. Thur. Fri. Date: 6, -2 BLD: 14' 1 (4)8 Contact Name: Owner: Contact Number: 360 1.87 / 2 19 Address: 3 4 0 .ts , 1.1,1l1 L'r 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling • Inspections are required to be called in by 3:00 pm to receive an inspection the next day. Do to staffing issues, at this time,we cannot guarantee that you will receive an inspection the next day. day. Unless you receive a call from us, assume we will arrive on your requested inspection day. • You may leave an inspection request 24 hours a day, and Inspections are available from Monday through Friday. • We cannot determine the time we will arrive in advance. However, if you call our office the morning of your inspection, around 9:00 a.m., we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. • An approved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection, a re-inspection fee must be paid prior to re-scheduling another inspection. • If no access, no inspections will be performed, and a re-inspection fee must be paid prior to re-scheduling another inspection. • Inspectors will not access a home that has personal affects inside when the owner is not present. Commercial projects require 24 hour notice for inspection.