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BLD2013-00294
tUILDING PERMIT APPLICAtON BRLD1e 002294 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00294 Received Date: 9/20/2013 SITE ADDRESS: 71 S WHITE FIR WAY PORT HADLOCK, 98339 OWNER: NATHAN WHITMIRE PHONE: 360-385-3012 SUSAN WHITMIRE 1044 WATER ST#343 PORT TOWNSEND WA 98368 IRONDALE AC TRACTS SUBDIVISION: Block: Lot: PARCEL NUMBER: 962700029 Section: 12 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP DETACHED GARAGE 24X40 NO HEAT, NO PLUMB TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 27,312.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: GARAGE: 960 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 $344.00 MEB 09/19/13 145373 State Building Code $4.50 MEB 09/19/13 145373 APPROVED Plan Check $223.61 MEB 09/19/13 145373 OCT 2 4 2013 Total: $572.11 Jefferson County DCD \firlcmnrIr\rhf.a\fnrmc\F RI 1l Ann Rlri rn+ O/9rw,ni'2 Gravity and Lateral Analysis for New 24x40 Garage 71 S. White Fir Way Port Hadlock, WA 98339 for Nathan Whitmire 1044 Water Street Port Townsend, WA 98368 by N.L. Olson & Associates, Inc. 2453 Bethel Avenue Port Orchard, WA 98366 360-876-2284 NLO Project#8205-13 ■ WASy��� C„ CV09 o`,ONIAL 71. 3 September-13 T Scope of Work: Engineering for new 24x40 garage Materials: Framing: HF#2 or better Beams: DF#2 or better Glulam: Douglas Fir 24F-V4 for simple supported and 24F-V8 for continuous or cantilevered beams Reinforcing Steel: ASTM A615 Grade 60 Concrete: fc=2500 psi Design Assumptions: 2012 International Building Code Foundation Bearing: 1500 psf Design Wind: 110 MPH 3 sec gust Exp C Seismic Zone D2 S3= 128% Si = 51.5% Site Class: D Snow Load: 30 psf Ground CONTENTS: Page 1-2 Basic Design Criteria/Dimensions Page 3-4 Lateral Loads Page 5 Roof Diaphragm Page 6 Shear wall Analysis Page 7 Beam Analysis Basic Design Criteria Basic Wind Speed = 110 mph Seismic design category= D Site Class= D SS= 128% St = 51.5% Ground Snow Load = 30 psf Importance Factor, Seismic IE= 1.0 Importance Factor, Snow Is= 1.0 Importance Factor, Wind IW= 1.0 Dead Loads Floor= 12 psf(2 psf joist, 2.5 psf sheathing, 0.5 psf insulation, 4.0 psf covering) Wall = 10 psf(1.5 psf studs, 2.5 sheathing, 0.5 insulation, 3 paneling) Roof= 15 psf(2 psf truss, 1 insulation, 3 ceiling, 5, roofing) Live Loads Floor Live Load, Lf= 40 psf Roof Live Load, Lr= 25 psf Snow Loads Ce= 1.0 for Partially exposed roof in exposure B (ASCE 7-10 Table 7-2) Ct= 1.1 (ASCE 7-10 Table 7-3) Pf= 0.7CeCtlspg = 23.1 psf (ASCE 7-10 Eq 7.3-1) Cs = 1.0 (ASCE 7-10 Figure 7-2) Ps= Cspf= 23.1 psf Use 25 psf Deflection Limits Floor= L/ 240 Dead + Live and L/ 360 dead Roof= L/ 240 Dead + Live and L/ 360 dead Check Bearing Pressure at critical location on new footing Tributary Roof= 14 ft Tributary Floor= 0 ft Total Load = 560 plf(D+L+S) Bearing on soil = 560 psf on 12"footing < OK Page 1 Basic Dimensions r Main Roof Slope is 6:12 or 26.6 degrees 16 ft Rear View • 40 ft • 8 f • 8 f • Left View 1---- 24 ft • 28 ft Plan View • • Assumed N • 40 ft Page 2 Wind Loads Main Force resisting System -Simplified approach • Basic Wind Speed,V= 110 mph Importance Factor, I,= 1.0 Exposure Category= C Height Exposure Coefficient, A.= 1.21 ASCE 7-10 Fig 28.6-1 End Zone distance, 2a= 6 ft ps values shown below are based 6:12 Roof from ASCE 7-10 Figure 28.6-1 7.7 psf 11.71psf 7.7 psf i 10.7 psf 14.6 psf 11.7 psf 8.0_psf 8.0 psf 17.4 psf 17.4 psf 24.1 psf 24.1 N-S E-W Diaphragm Design Forces Diaphragm Design Forces Roof Shear= 6661 lbs Roof Shear= 4911 lbs Base Shear= 3563 lbs Base Shear= 2553 lbs Shearwall Design Forces Shearwall Design Forces Main Floor Shear= 6661 lbs Main Floor Shear= 4911 lbs Base Shear= 10224 lbs Base Shear= 7463 lbs ASD Design Forces(corrected for Shearwall allowable stresses) Shearwall Design Forces Shearwall Design Forces Main Floor Shear= 5537 lbs Main Floor Shear= 4082 lbs Resisting Moment, Mr= 573.4 k-ft Overturning Moment, Mo= 39.29 k-ft Safety Factor, Fo= 0.6D/0.6W= 14.6 (ASD Load Comb) Page 3 Equivalent lateral force method per ASCE 7-10 Base shear, V=CsW (ASCE 7-10 Eqn 12.8-1) Ss = Ct= 0.02 Fa= 4 33 1; ASCE 7-10 Table 11.4-1) X= 0.75 SDS =2/3SMS =2/3FaSs = 0.853 Ta=Ct hnx= 0.095 sec sl = ` Fv= 3 r-(ASCE 7-10 Table 11.4-2) SD1 =2/3SM1 =2/3F,S1 = 0.515 Seismic Design Category Q R = (ASCE 7-10 Table 12.2-1) CS= Sps/(RI) = 0.131 Max CS = SD1 /(T RA) = 0.833 Min CS= 0.044SDs I = 0.038 W3= 28672 lbs(dead load of roof+ 1/2 walls) W2 = lbs(dead load of floor+ 1/2 walls) W1 = lbs(dead load of floor+ 1/2 walls) Wtotai= 28.7 kips Lateral Forces FX=CvX V F3= 3764 lbs F2= 0 lbs F1 = 0 lbs Base Shear, V= 3.76 kips Stability coefficient, 0= PO/VXh5XCd= 0.038 <0.1 threrefore no Pdelta calculated Resisting Moment, Mr= 573.4 k-ft Overturning Moment, Mo= 30.11 k-ft Safety Factor, Fo= 0.6D/0.7E= 16.3 (ASD Load Comb) Diaphragm Design Forces for ASD Shearwall Design Forces for ASD E=0.7F3= 2635 lbs E= 0.7F3= 2635 lbs E= 0.7F2= 0 lbs E = 0.7F2= 2635 lbs E= 0.7F1 = 0 lbs E=0.7F1 = 2635 lbs Redundancy pE3= 3425 lbs USE p= 1.3 pE2= 3425 lbs pE1 = 3425 lbs Base shear due to Wind governs the design of the main lateral force resisting system Page 4 Roof Diaphragm Max diaphragm force per ASCE7 12.10-3=0.4SDs/wX= 9787 lbs p Min diaphragm force per ASCE7 12.10-2 = 0.2SDs/wX= 4893 lbs E-W Total Shear Force= 4893 lbs • 24 ft E-W Shear Load = 122 plf N 1 24 ft Mmax=W L2/8= 24467 lb-ft Max Tension in Chord= 1019 lbs 40 ft 101.9 plf 2008 SDPWS Table 4.2C Load Case#3 7/16"sheathing unblocked w/8d nail @6"gives 170 plf 1 1.9 plf Diaphragm Deflection check 5vL'' 0.25vL E(4X) 0= + + 8EAW 1000Ga 2W Assume double 2x4 HF top plate w/4 splices 0= 0.01 0.144 0.015 = 0.17 in unblocked diaphrams=2.5 0= 0.42 in 40 ft --► N-S Total Shear Force= 4893 lbs ____ N-S Shear Load = 204 plf N 1 24 ft Mmax=W L2/8= 14680 lb-ft —♦ Max Tension in Chord = 367 lbs . e 1 61. plf 2008 SDPWS Table 4.2C Load Case#1 7/16" sheathing unblocked w/8d nail @6"gives 230 plf OK for 7/16" unblocked w/8d nails at 6"edge 61.2 plf Diaphragm Deflection check 5vL' 0.25vL E(o,X) 0= + + 8EAW 1000Ga 2W Assume double 2x6 HF top plate w/4 splices A= 0.002 0.144 0.002 = 0.15 in unblocked diaphrams=2.5 A= 0.37 in Page 5 d Use Perforated Shearwall design for North Exterior Wall (South is similar) Full length = 40 ft Wall Height= 8 ft Length of Full height wall = 29 ft Max Height of opening = 0 % of full height walls= 73% Shear Resistance Adjustment Factor, Co= 0.72 (2008 NDS SDPWS Table 4.3.3.5) V= 2768 lbs(from Wind load) Uplift Anchorage, T=Vh/CoEL;= 1061 lbs(2008 NDS SDPWS Eqn 4.3-8) Unit shear force, v=V/CoEL;= 133 plf(2008 NDS SDPWS Eqn 4.3-9) 7/16 sheathing w/8d Nails @6"edge spacing = 260 plf(2008 SDPWS Table 4.3A) for HF framing multiply capacity(1-(0.5-SG))= 242 plf(2008 SDPWS Table 4.3A) dead load on walls = 290 plf Net uplift is 0.6W-0.6D= -2844 lbs No Hold Downs required Area of(2)2x4 studs is 10.5 in2; tension/compression stress is 101 psi Use Double 2x4 studs at each end Allowable load on 5/8 anchors bolt in 2x sill= 1424 lbs shear(NDS Table 11E) Min Spacing of anchor bolts req'd = 10.7 ft Use 5/8"anchors @ 6'on center Use Traditional Shearwall design for West Exterior Wall (East is similar) Full length = 8 ft Wall Height= 8 ft Length of Full height wall = 8 ft Max Height of opening = 0 %of full height walls= 100% Shear Resistance Adjustment Factor, Co= 1 (2008 NDS SDPWS Table 4.3.3.5) V= 3330 lbs(from Wind load) Uplift Anchorage, T=Vh/CoEL;= 3330 lbs(2008 NDS SDPWS Eqn 4.3-8) Unit shear force, v=V/CoEL;= 416 plf(2008 NDS SDPWS Eqn 4.3-9) 7/16 sheathing w/8d Nails @3"edge spacing= 490 plf(2008 SDPWS Table 4.3A) for HF framing multiply capacity(1-(0.5-SG)) = 456 plf(2008 SDPWS Table 4.3A) dead load on walls = 120 plf Net uplift is 0.6W-0.6D= 1710 lbs Use HDU4 Hold Downs Area of(2)2x4 studs is 10.5 in2; tension/compression stress is 317.2 psi Use Double 2x4 studs at each end Allowable load on 5/8 anchors bolt in 2x sill= 1424 lbs shear(NDS Table 11E) Min Spacing of anchor bolts req'd = 3.4 ft Use(2)518"anchor per wall segment Page 6 • WOOD TABLE 2308.9.5 HEADER AND GIRDER SPANS°FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch,Hem-Fir,Southern Pine and Spruce-Pine-Fir''and Required Number of Jack Studs) GROUND SNOW LOAD(psf)• 30 50 HEADERS SIZE Building width`(feet) SUPPORTING , 20 28 36 a 20 28 sl 36 Span NJd Span NJ° Span NJ° Span NJ° Span NJ° Span NJ° 2-2x4 3-6 1 3-2 1 2-10 1 3-2 1 2-9 1 2-6 1 2-2x6 5-5 1 4-8 1 4-2 1 4-8 1 4-1 1 3-8 2 > 2-2x8 6-10 1 5-11 2•� 5-4 2 5-11 2 5-2 2 4-7 2 2-2x10 8-5 2 - "Z' 6-6 2 7-3 2 6-3 2 5-7 2 22x12 99 2 85 2 76 2 85 2 73 2 66 2 o 3-2x8 8-4 1 7-5 1 6-8 1 7-5 1 6-5 2 5-9 2 3-2x10 ••10-6 1 9-1 2 8-2 2 9-1 2 7-10 2 7-0 2 3-2x12 12-2 2 10-7 2 9-5 2 10-7 2 9-2 2 8-2 2 4-2x8 9-2 1 8-4 1 7-8 1 8-4 1 7-5 1 6-8 1 4-2x10 11-8 1 10-6 1 9-5 2 10-6 1 9-1 2 8-2 2 4-2x12 14-1 1 12-2 2 10-11 2 12-2 2 10-7 2 9-5 2 2-2x4 3-1 1 2-9 1 2-5 1 2-9 1 2-5 1 2-2 1 2-2x6 4-6 1 4-0 1 3-7 2 4-1 1 3-7 2 3-3 2 2-2x8 5-9 2 5-0 2 4-6 2 5-2 2 4-6 2 4-1 2 2-2x10 7-0 2 6-2 2 5-6 2 6-4 2 5-6 2 5-0 2 2-2x12 8-1 2 7-1 2 6-5 2 7-4 2 6-5 2 5-9 3 Roof,Ceiling&1 Center-Bearing Floor 3-2x8 7-2 1 6-3 2 5-8 2 6-5 2 5-8 2 5-1 2 3-2x10 8-9 2 7-8 2 6-11 2 7-11 2 6-11 2 6-3 2 3-2x12 10-2 2 8-11 2 8-0 2 9-2 2 8-0 2 7-3 2 4-2x8 8-1 1 7-3 1 6-7 1 7-5 1 6-6 1 5-11 2 4-2x10 10-1 1 8-10 2 8-0 2 9-1 2 8-0 2 7-2 2 4-2x12 11-9 2 10-3 2 9-3 2 10-7 2 9-3 2 8-4 2 2-2x4 2-8 1 2-4 1 2-1 1 2-7 1 2-3 1 2-0 1 2-2x6 3-11 1 3-5 2 3-0 2 3-10 2 3-4 2 3-0 2 2-2x8 5-0 2 4-4 2 3-10 2 4-10 2 4-2 2 3-9 2 2-2x10 6-1 2 5-3 2 4-8 2 5-11 2 5-1 2 4-7 3 2-2x12 7-1 2 6-1 3 5-5 3 6-10 2 5-11 3 5-4 3 Roof,Ceiling& 1 Clear Span Floor 3-2x8 6-3 2 5-5 2 4-10 2 6-1 2 5-3 2 4-8 2 3-2x10 7-7 2 6-7 2 5-11 2 7-5 2 6-5 2 5-9 2 3-2x12 8-10 2 7-8 2 6-10 2 8-7 2 7-5 2 6-8 2 4-2x8 7-2 1 6-3 2 5-7 2 7-0 1 6-1 2 5-5 2 4-2x10 8-9 2 7-7 2 6-10 2 8-7 2 7-5 2 6-7 2 4-2x12 10-2 2 8-10 2 7-11 2 9-11 2 8-7 2 7-8 2 (continued) 2012 INTERNATIONAL BUILDING CODES 489 1 LINCOLN ST. - 300' 1-30' -40' 10' PEAR SETBACK' vie S i IP n - COUNTOUR o/'- . 5' SIDE SETBACK LOT BOUNDARY PRESSURE LINE 16' E.:4 —_ -8' t C// SEPTIC TANK A Z DECKING r PRIMARY SEE VI BUILDING S " i 1 ' ,= 1 r SEPTIC PERMIT SITE - �,� DRAIN FIELD ° f ,fir 1' RESIDENCE °�!' -4'. APPROX. CO a 50' 78x40 116' 30'X50' /ADJACENT oowNSPOUr I�~ 26 --�.—...��1 LOT 26 O 7�-� ,�� <�. --I 18 — w N, "�, off, L, �1„ �� c� UTILITIES —/I IZ�'tY7'� '■�'�;' GARAGE 'O�9,p ��-��1. �q- 32X40 0,00.`,/ •-fir, G•1T :��► i lit- 0 � r �s,. ••POSED c;� 'off �Y_ 24X40 ' �Y��Z .•' / COUNTOUR ,. ►f�iT �Y `1 CO 5' SIDE SETBACK • • * EXISTING GRAVEL .1 �, DRIVEWAY / .L, vleirapp,;.....,_4.1111i i . 1111■;_4111-1 III x-,.1 Y_...g ,I��1 „a 20' FRONT SETB: • p 'a,. , 1 v, ;,. ,_� 'vi, rte ;��'�. 0 v� fl,. ,0,\r% c, .�' a .4 • ILIII•■■■ PROJECT SITE LOT 25 _ ''.--\ LOT SIZE: 180,000 SF (4.13 AC) IRONDALE ACRE TRACTS ��� � t_\ �- _ S12T29NR1W [�- �% —� j't - S. WHITE FIR WAY SEE 0 i _._J ___---�. �E t t_., ,I NTY DEPT,OF COP „ i _: tirV LOPMERT A A A\ . L. Olson &Associates, Inc. Scale: 1"=50' TITLE:WHITMIRE 24x40 GARAGE 50 0 50 100 PROJECT 71 S White Fir Way, Port Hadlock - - — — A 6 DATE: SCALE JOB: 8058-13 Scale in Feet 9/12/13 AS NOTED CHECKED BY: MMZ SHEET A1.1 II • • • • ° A C1 g 8 q prim 39Jj i u �g 11 a- �° }�� its i s gi K 1 E - AJ! �FJ it= o [A °!IjJI,IJ a'�� 1 1L� O �i. ! 1 r 1 0" Y' 6 b ! 1 i J!I !I q "Mil gaT .4ln gg §I% ggvg mi: is 1 4gli V ° r i 59 g1 #es > @ Iii g Q i�§ u�l 0 "' 11 1 r y I It" mwilE ii•P Eltd 100/1i1 1 il Hil ri i l F " ! • 1j y l is x v 5 116 i 4 sg € 5 s q i:0 jhI; ��„"AI' ��� $ llrll a Ii' € 'HI_ l,9 , t!1!Jl l 1 I. i d c, .A %!-;esm A iiiiiii 5 i 41 vigir.N 1 ' 1 1 3 1 gi 1 5 pgli li ell 2 !I:II ay § iRmg 0 i 2 1t - g y0 K� tl g y� �, Fi }S +1 11 al li 1 : 1 ; 111 3 1 o iRR � R� : 4aP y _> � � N °RID, E�q ° 2. 1 :12.1:11t1011t1iiiiii ; ihigli i _S hI1' fg iil � $mp �! 1 `.. �8M sy I gn. glilgi 4 Igiginzl '•g11 " 111P ' " g 1 � i li gliaaa;i III 10 1 ) 211 2 $ � � g � r $ $� _ 1 9PA ►\ 1 14 A "• d Co 4 li g R ti K g i 04 : • > ;r 3 i ,el 0 Q o• w vp 1 O P I r l .. i J I > i 31 t.. . , \:,,,.M 1 I i11,e,,e,,./1,.114.11I�I.y1,,e gie x,.11,.1,,.11,.1,1.1,4-.11.1,,.1.1 :,z,, 11 for- . 1. : .. .1 :4D ■.....-‘';,:■iii el) p __-O T l+� ,, r m. 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I iror r\ co COUNTOUR C .,. i1 ` 5' SIDE SETBACK . ! 1� 1 LOT BOUNDARY ' PRESSURE LINE 1-0' _ H - VI 8' SEPTIC TANK in EA PUMP CHAMBER Z SEWER L DECKING PRIMARY SEE O BUILDING - i 'J' “-;.∎ SEPTIC PERMIT SITE N DRAIN FIELD ° �'', o RESIDENCE �� � � i 30'X50X li 50' 78x40 116' to ADJACENT DOWNSPOUT /�26' ' _ ,\`(1. LOT 26 (TYP.) --I 18' W 0' ,C'!;�Z- Z! � Z"l,L1•' 1-; 3.FF F F j MIMES .... /•..i��...0.11p I i � �.I sul�6` GARAGE 1h SFc ,S'I �� �i,7-i ' : 32X40 �F r ■r".4v - its. - 10.- go-- k x i ,-,,, OTAI 24X40 )4itS aJ'°.: -.--"\,k- ,\.11 ,rj �-_ iCOUNTOU' �-/ filialligilMILIIMIWai ;#�.'•_�1 In \ -0' N I 5' SIDE SETBACK Ili\ spud 1r". EXISTING GRAVEL ;.1�1"1 DRIVEWAY O ,,J 6': � ► f O. 1/4311 '°,,_ ' ITF PLAN 11/21 4 1=1 I3 •x 1 20' FRONT SETB: • ,+c: it _. . - l� v/ JL I I epi .1t,\r �� ���� j.- 1• DEPT.OFC ViMuiv rr �r SIGNATURE: 1 PROJECT SITE LOT 25 P-IS \) C�l EE) LOT SIZE: 180,000 SF (4.13 AC) IRONDALE ACRE TRACTS 512T29NR1 W I I g , it\\��ji'''' ' S. WHITE FIR WAY T 01 2013 • ciat& i I :1 C v tit I) •v..r �A L-J\ . L. Olson &Associates, no. I Scale: 1"=50' TI WHITMIRE 24x40 GARAGE 50 0 50 100 PROJECT 71 S White Fir Way, Port Hadlock I — — — — di I I DATE: SCALE JOB: 8058-13 Scale in Feet 9/12/13 AS NOTED CHECKED BY: MMZ SHEET A1.1 LINCOLN ST. r 300' 1-30' -40'+ 10' REAR SETBACK J f\` 0/`• J`r .n , °i COUNTOUR titi 0 �,`' I' 1 5' SIDE SETBACK r! t r • LOT BOUNDARY PRESSURE LINE 1-B' - E~ -8' SEPTIC TANK 1 PUMP CHAMBER d ► O DECKING ■— SEWER L PRIMARY SEE BUILDING -'� ii 'fr - ��� SEPTIC PERMIT SITE -- - ;r,1o, DRAIN FIELD °o 50' a�l RESIDENCE E t p.?lis 116A`� I _ 30'X50' so �I- 26' V/1 A ADJACENT OT 26 ��)POUT ...147:1= ��.i-l!� . --I 18 -- w 0' �—�1 �rz�►'e -�z- s1, 1'—,� sPFS o UTILITIES —/i •4;' � ►' `'� '� GARAGE `�° 9 110„,._:4,0,,,...44:- . x=461`" �j�, PF ,(`' -'--.*- 32X40 ,0 9 / r K cd c- -'---- ' 44-4.%; es.,•- `%r �T V i 0 1 P•#POS-t �� ��� 'oI ��� 24X40 'vI, •wh� �, r •;471 `� i COUNTOU' I.- f., 041 iiilmannarmomfaro --) P- N , 5' SIDE SETBACK -6 iv_i EXITING DRIVEWAY GRAVEL l 41I I x .. APPRO V J ; i'l x SITE PLAN II j ;. X13• ,.-�..1 20' FRONT SE . • wss, r�0 'NI. 1h1 t DEPT.OF C WI./ +�'.+_ :rte INiU,� ��.trN7 �Z ��� Cdr ;y'. v7 SIGNATURE �,r off,. l-w✓" `rg .�\i% r _ PROJECT SITE LOT 25 'C.• K-U LOT SIZE: 180,000 SF (4.13 AC) IRONDALE ACRE TRACTS �, S12T29NR1W _1 '� _ 1C �(� / 1sj ..�% S. WHITE FIR WAY 0-CT 01 2013 Irv— `��a����N �J A L'-`J\ . L. Olson &Associates, lnc. TLE: Scale: 1 =50' TI WHITMIRE 24x40 GARAGE 50 0 50 100 PROJECT 71 S White Fir Way, Port Hadlock I _ — — — iiii lonummo DATE: SCALE JOB: 8058-13 Scale in Feet 9/12/13 AS NOTED CHECKED BY: MMZ SHEET A1.1 Standard Conditions for Residen.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. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 7. 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. 8. 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 2013-03-07 SFR_StdConditions 3/7/2013 1 Fisheries Service can levy p Ilt ties. Portions of Jefferson County, in•ing marine waters, are included as "critical habitat"for a liste ecies. 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. 2013-09-065FR_StdConditions 9/6/2013 2 • Design Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.1.7. In general, if the ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion, splashblocks will adequately disperse stain'runoff. If the ground is fairly level, if the structure includes a basement, or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is moved-away from the foundation.Downspout extensions can include piping to a splashblock/discharge point a considerable distance from the downspout, as long as the runoff can travel through a well-vegetated area as described below. The following apply to the use of splashblocks: 1. Maintain a vegetated flowpath of at least 50 feet between the discharge point and any property line, structure, slope steeper than 15%, stream, wetland,lake, or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 2. A maximum of 700 square feet of roof area may drain to each splashblock. 3. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices,the vegetated flowpath segment for the splashblock must not overlap with other flowpath segments, except those associated with sheet flow from a non-native pervious surface. 4. Place a splashblock or a pad of crushed rock(2 feet wide by 3 feet long by 6 inches deep) at each downspout discharge point. 5. No erosion or flooding of downstream properties may result. 6. Have a geotechnical engineer or a licensed geologist,hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas. Do not place Splashblocks on or above slopes greater than 15% or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and approval by the Local Plan Approval Authority. 7. For sites with septic systems,the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions (soil permeability, distance between systems,etc) indicate that this is unnecessary. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-15 house Jr j ................ Roof pid J I downspout 1 serves up to JJfflJjJjJjjJJj 700 sf. Of roof MIIIIIIII 50' min. Vegetated flow path c_ block """...... Downspout extension NTS r— Splash / block Figure 3.1.7-Typical Downspout Splashblock Dispersion • Vc :one III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-16 a -1 % X -b 0) CO -1 fi x -1 -1 co o -- -- 01 -a C/) m x o_ n r+ X m c) 7 'O 01 0 - -0 7 7 C) 0) C O. CD 0) C) CD ? 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Cn •• •- I\) CJ1 L - O H 0 -I, Z Cr CV m .O O c O H -•.1 2 ¢SON or' o o 1 2a RSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368(Web:www.co.iefferson.wa.us/communitvdevelopment •,S,NiNO.o Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd(c co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description(include eparate sheets as necessary): C v 2u x 4-cc) Tax Parcel Number 962700029 Property Size: 4.13 acres (acres/square feet) Site Address and/or Directions to Property: 71 S. White Fir Way Port Hadlock, Wa 98339 Property Owner(s)of Record: Nathan and Susan Whitmire Telephone:360 385-3012 C#390 8062 Fax: email: whitcon1@yahoo.com Mailing Address: 1044 Water St#343 Port Townsend,Wa 98368 Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑Lot or Road Segregation IRBuilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family RI 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 I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable 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 requ'red I- -r inspe•.ions. Staffs access and right of entry will be assumed unless the applicant informs the aunty in writing at the time of the applies« ,'•n t, he•r s'e "•nts prior notice. Signature: if%+/, ru% Date: d 3 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one o more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfe..'• r.po -ibif% f,r adhering to and complying with the ESA. The Applicant has read this disclaim gr and and dates it below. Signature: l�� r! Date: /q/� �� 07/24/2013 • . • . BUILDER STATEMENT The signer of this state nt does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be ass • ing res onsi,il' of the General Contractor for the proposed project. Signature: /1 , Date: 0 - /3 GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: (360 )385-3012 C#390 8062 ( ) MAILING ADDRESS: 1044 Water St#343 Port Townsend,Wa 98368 EMAIL: whitcon1@yahoo.com CONTRACTOR'S LICENSE VVANS NUMBER: 4 b S�.Ot i �i�tdv� �S NUMBER 3 i� — x7�—z 2 �'(J ARCHITEC i -: f 2_y>--' 2 e// e , z)KA PHONE '( ) MAILING ADDRESS: 14344.watepetzt T 5 4 EMAIL whitembeielageotem- Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: rL New Hood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height ❑ Individual System / ❑ Repair ❑ Masonry SEP Permit# ;11 - j U(o ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ 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 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: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO I evotS telleP I knaT retaWtoH I Is this appliance being installed in a Manufactured I 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. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: 2"O Floor Heated Consistency Review. 2,Z8 Other Heated Base fee: 3 U CI Mezzanine Additional Section: �t Heated Basement Plan Check fee: 22S. /C'1 Unheated Basement State Surcharge fee: > 4 Other Unheated Pot Water Review fee: `� Garage/Carport SUBTOTAL J 2`4-312. 1-8.I I Decks 911/Rd Approach fee: Other TOTAL: $ Receipt Number: 145 3 /73 Cash/Check Number: 6-3( ESTIMATED COST(REQUIRED) Date: ,Fair market value of all labor and materials foundation to finish at/1-` 13 25,000 Initials: 1/y -- 07/24/2013 • • u . • . • Up Front Parcel Review. Parcel 962700029 _ Printed: September 24, 2013 -, 1.� NATHAN WHITMIRE Site Address: L[) 12- . 1 I SUSAN WHITMIRE 71 S WHITE FIR WAY 1044 WATER ST#343 PORT TOWNSEND, WA 983E PORT HADLOCK WA, 98339 Parcel Number: 962700029 S-T-R: 12-29N-01W Total Acreage 4 Legal Description IRONDALE AC TRACTS TRACT 25 Land Use: 1100 Flood District: Fire District: 1 Planning Area: 4 Flood Map(FIRM)Panel No: School District 49 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map (Property lines on submitted plot plan must match the pnperty lines as identified on theAssessor's 1/4 map) [ ] Legal Access to Property 64" NO [ ] Parcel Tags or Scanned Documents Up NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES NC/ [ ] Shoreline Designation: YES N [ ] Shoreline Slope Stability: YES. NO Stream Type:YES NO/ Fish& Wildlife:YES N Wetlands: YFS= ' ` -r / r . ■ f s %4,<,e c 1e Rare Plants:-YES 9. Seismic: YES 19, Landslide: YES o. Flood: YES N$V Erosion: YES N9/ Aquifer Recharge Area:YES Ny/ SIPZ: nAt Risk High Risk Coastal CMZ: nopg/'High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES N7 Adjoining Forest Lands: Commercial Rural/ Inholding [ ] Mineral Lands: YES NN [ ] Agricultural Lands: YES [ ] Archaeology: YES NO [ ] No Shooting Zone: / NO [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES NO„ MRL YES NO Forest Lands YES NO/ [ ] Landscaping Required: Yes NpV [ ] Parking Spaces Re wired NO 1 Other I- 1 Building Height: 5' UBC Standard [ ] Impervious Surface cover ercentage: Resource Lands&Public: 10911, Rural Residential: Rural Indu : Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Co rage: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 [ ] Setbacks: Front: ge Left Side: 5' Right Side: Viz° 3 ) r Rear: 30' Shoreline Setback: ---- LSHA Setback: [ ] Road,Classification: f 1J C (e 1p) Road Approach: EXISTI NOT REQ'D RAP [ ] SEPA Required: YES✓ [ ] Flood Certificate: j\I�G� [ ] Existing Case(s) &Condition(s): (e Violations: Yes N7' [ ] Recorded Date of Subdivision: iiv/yi ]AFN ?7' '')'7 Over 5yrs=UDC Plat Conditions: <5yrs— lat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO submitted: YES NO [ ] UGA No Protest Agreement YES N( 'submitted: YES. NO [ ] Site Visit conducted YES N9.-- [ ] Require Final Zoning Approval VES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES Title Notes Updated Parcel tags found for parcel 962700029 1.) Wetland Delineation For Wetland Map Document,See Laserfiche under parcel# 09/06/2007 Report 962 700 071,or General Wetlands Report Files in the Development Review Division Cases Associated with APN 962700029 Cases Name Review Type Status Planner BLD13-00294 WHITMIRE P Application Received: 9/20/2013 Permit Issued/Case closed: Case Finaled: DETACHED GARAGE 24X40 NO HEAT, NO PLUMB FPA2607259 TUKEY INVESTMENTS LLC F M FARFAN Application Received: 2/15/2006 Permit Issued/Case closed: Case Finaled: 11/27/2007 104 acre harvest, 8900 ft road and culvert replacement. SEPA done under ENV99-00006. M LA07-00470 BLD07-00448 MLA07-00470 WHITMIRE I F Application Received: 8/13/2007 Permit Issued/Case closed: 10/1/2007 Case Finaled: 9/6/2012 NSFR (BLD07-00448) BLD07-00449 MLA07-00470 WHITMIRE I F Application Received: 8/13/2007 Permit Issued/Case closed: 10/1/2007 Case Finaled: 1/19/2012 NEW DETACHED GARAGE - UNHTD, NO PLMB (BLD07-00449) PRJ07-00122 MLA07-00470 WHITMIRE P Application Received: 8/14/2007 Permit Issued/Case closed: Case Finaled: NSFR RAP07-00141 MLA07-00470 WHITMIRE I C Application Received: 8/13/2007 Permit Issued/Case closed: Case Finaled: 8/16/2007 RAP&911 PRJ11-00153 WHITMIRE F Application Received: 7/19/2011 Permit Issued/Case closed: Case Finaled: lot 25 of"Oak Hills"oft Oak Bay Rd. SEP07-00106 WHITMIRE F Application Received: 3/26/2007 Permit Issued/Case closed: 5/17/2007 Case Finaled: 7/7/2011 lot 25 of"Oak Hills"off Oak Bay Rd. \\tidemark\data\forms\R_Parcel_CRMLA.rpt 9/24/2013 Page 2 of 3 SOM07-00106 • WHITMIRE • RCR Application Received: 7/19/2011 Permit Issued/Case closed: 9/17/2013 Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 9/24/2013 Page 3 of 3 • ;$N co JEFFERSON COUNTY ; 3 � DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment ...,:i'14111 N�-'"o" Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd( co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center September 26, 2013 NATHAN WHITMIRE SUSAN WHITMIRE 1044 WATER ST#343 PORT TOWNSEND WA 98368 RE: SITE ADDRESS: 71 S WHITE FIR WAY CASE#: BLD13-00294 Dear NATHAN WHITMIRE: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. The proposed garage needs to infiltrate stormwater onsite. Please submit a revised site plan that shows how the proposed project will meet the Stormwater Management Manual for Western Washington (Ecology 2012). If you have any questions, I can be contacted by phone at 360-379-4466 or by email at dfrostholm @co.jefferson.wa.us . Please submit the above information to the Department of Community Development by December 25,2013. Pursuant to Jefferson County Code(JCC) 18.40.110(3) and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety (90)calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. 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I Rural Resrdental 1:20 J ■ MPR SmgIn Fan, — iC __.�..�_, --- �. — — ■ MPR Mad damrry It l �� � MPR-Resort Complex S 962700019 1 2 Parks and Rocrealron 962 70 030 962700120 II rs MPR Open Spa I II Rural Fares: _ C0 to _ ■ Commercial Forest ' - - Innokl mg forest iiii,1j 9�700�9 ■ Heavy Industrial 962700029 ■ Atrporl EPF 962740(J57 ■ M PR Wine Canter _. ■ AP 1:20 --- ----- —_ III Rural Village Center 1 T i — ■ Resource Based Ind. L.ght Industrial 96270002 MPR•Ro neswn W rile M gmt FPF LlM 2,62700022 9627000'28 _. _. LL'C 962700068 962700359 C ressroadrGC I III Crossroads CC 962700022 I _. Crossroads NC A „_,.. ,... ■ AL 1:20 "' UGA-11 roan Comn>mcal Kngf'erpi�-. -- UGAUraa LgM ndustrai Mater wowed ty Jedeesprl Ceany colas seniors G46 962700025 -— .,._. °°""— UGA-MDR UGA.HOR UGAPuduc UGA LOR rimUGAVrsddr Oriented Cemnwrcaf M PR ORN 0rmnon cF-SIrMRLO Corrm ercal Forest M metal 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.Thu Sep 26 14:34:00 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 9/26/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• ZWN. h. ' 9620007 ir 4 962700119- � t T �o r ','W.(14' -- .... -;p0A ' ' MI Ilb ' - 9627000.39 .: �.. '. ,. 962709420:; �� ilt �' x ( Selected Features � �'—__ �..«_. 1. JC_Roads ,,: , Parcels44 oi. 9blr_.:020 '- sr 4._ - 2011 Aerial Photos 1 h.. e� . r -yy 962 Of 2•- 1 I 4.. V r1`, I:A d.� 962700022 1£ ,;' .v-f 7r 2g Ktngfzher PI .-- �" t_ t{�'1[S "� ___ FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Thu Sep 26 14:34:48 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 9/26/2013 Map,Output Page 1 of 1 ArcIMS HTML Viewer Map IJ 6 • n l f2 , 0 t/14 #' )\., __, ,r);____ .i 1. F _ +::: Legend to Selected Features . .tC Roads Parcels-H r N ..-.,c,..:-...:.,..! Kinafishe.pi Mao.pe000tcl try Jeferson Carey CO,'..' :;•:`1rjyowl!: ' l , L.111 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. Thu Sep 26 14:36:47 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 9/26/2013 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map t I 0 L _ _ Legend F Selected Features -C Raads Parcels-H No Shooting Zones Bannon Chimacum-Hadlock Brm non Black Point Bannon-OtynoicCm+a f Bnn non Tilton Ca'.o 1 I Cnersacum Comet Kale Point Port Lod IOW Soutn Coyla Penmauta Paradise Bay CC Co (dtec& a,'% e }aK�fvfY K'i 2 rAf723 .rr&cyJ,. &e-ro1CoJri Ce.ri4 S[^, fl..._ :'i i�hj17: 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.Thu Sep 26 14:27:48 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 9/26/2013 Map,Output • Page 1 of 1 ArcIMS HTML Viewer Map 962700017 962704042 .� )700118 / ti -� JJ ) 96.2700031 11 1 1 c I I ? 962704 I 119 r - t - , 4 r 2 r ( L, i 962700019 ii ''•-. I II F -, r 96270 930 1 �� 962700120 ) I Legend■ N `� Selected Features • ` �r I / r JC Roads � �. V. ( ■ ' ^L.'7::._--'. 100 Parcels-H 4 // l f '`,.., Contours 962700020 C) 7 iy �� t rb �f �FV/ 962700029'- �7 �•4 ..5 11 ri 96'27040 '� 10Foot Contour 1 ` ,��Thi _ ''I -f 11 _ 50 Foal Contour 1 oi,.fi� r� i } t �r, __ 962700021 _, ( r 0 , 11` ) I'_ - 'I ,,Jr I L, , 962700027 962700028 i, • .,, l .96270.,-` j 962700069 _ I L 962700022 . !'" 1. � l -,� °� ��� 962700023—'----:L---- r—, Kin.afisher W , • 5 ttsr 0,..0o0 0.':al mut Corer Cain*& ara GtS get/00025 -Fi(" t.{y ze2ft .----•".... 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.Thu Sep 26 14:04:00 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 9/26/2013 road, • • Page 1 of 1 ADDRESS INFORMATION FOR 71 S WHITE FIR WAY ROAD NUMBER:P646 ROAD NAME:S WHITE FIR WAY ADDRESS:71 APT: REAL MILE POST:.07L APPLICANT:NATHAN WHITMIRE ADDRESS CREATION DATE:08/16/07 PARCEL:962700029 LEGAL:IRONDALE ACRE TRACTS TR25 GRID:8-C-4 FIRE DIST:1 ZIP:98339 POSTAL DISTRICT:PORT HADLOCK PLANNING AREA:4 VOTING DIST: CEMETERY DIST: HOSPITAL DIST: SCHOOL DIST:49 WATER DIST: SITE LONGITUDE:122.74162 SITE LATITUDE:48.01365 SITE COORDINATE TYPE:PARCEL CENTER-MANUAL ACCESS LONGITUDE:0 ACCESS LATITUDE:0 MODIFY DELETE ADDRESS NAME SEARCH REPORTS http://isserver/Address/RoadAddressDetail.asp?ROAD NUMBER=P646&ADDRESS=71 9/26/2013 x BUILDING PERMIT APPLICATION B Review Type: Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00294 Received Date: 9/20/2013 SITE ADDRESS: 71 S WHITE FIR WAY PORT HADLOCK, 98339 OWNER: NATHAN WHITMIRE PHONE: 360-385-3012 SUSAN WHITMIRE 1044 WATER ST#343 PORT TOWNSEND WA 98368 IRONDALE AC TRACTS SUBDIVISION: Block: Lot: PARCEL NUMBER: 962700029 Section: 12 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr DETACHED GARAGE 24X40 NO HEAT, NO PLUMB TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 27,312.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 960 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 $344.00 MEB 09/19/13 145373 State Building Code $4.50 MEB 09/19/13 145373 Plan Check $223.61 MEB 09/19/13 145373 Total: $572.11 \\firlcmor4\rlefo\fnrmc\G RI Il Ann RI••rnf O/7!\!7f\l'2 Screen : 01 • REAL PROPERTY MASTER 40 Mode : INQUIRY Auto Roll : OFF Parcel # 000962700029 Geo Cd 290112404211 IRONDALE AC TRACTS Nbhd Cd 4255 TRACT 25 Loc ID * Taxpayer Cd WHIT 6150 WHITMIRE , NATHAN T/P Chg Dt 2/27/2007 * Title Owner T/P Chg Usr DH Tax Code 0211 Status TX TAXABLE Land Use 1100 RES-SINGLE Affidavit 108652 Vol/Page / C/U Code COMPLETE ADDRESS WINDOW Taxpayer WHIT6150 NATHAN WHITMIRE SUSAN WHITMIRE 1044 WATER ST # 343 PORT TOWNSEND WA 98368 Search Ke CMD 6: End Window CMD 7: End of Job • DEVE•PMENT REVIEW TIME IllEET Date Time Comments i . 5 h vou,to po\A-f- 04,4 fitaatift) AQ lo- 6, gq IA LitAt c 41140 J ) IO" 151-'13 t-5 AtiakiLLA,; /r)-i6, -/ 3 O t2S c. - —apt \\tidemark\data\forms\R_MLT_Case_CRMLA.rpt September 18,2012 J• � I 2a` ,. c°o2� ERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 1sy , 621 Sheridan Street I Port Townsend,WA 98368(Web:www.co.iefferson.wa.us/communitydevelopment NG Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd(c�co.jefferson.wa.us Building Permits &Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Descri��ptionn(include eparate sheets as necessary): II, Re-Wake C2 av—a l� P� 2(-I K �C) Tax Parcel Number. 9627000291 Property Size: 4.13 acres (acres/square feet) Site Address and/or Directions to Property: 71 S. White Fir Way Port Hadlock, Wa 98339 Property Owner(s)of Record: Nathan and Susan Whitmire Telephone:360 385-3012 c#390 8062 Fax: email: whitconl @yahoo.com Mailing Address: 1044 Water St#343 Port Townsend,Wa 98368 Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑Lot or Road Segregation RIBuilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family la 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 I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: _ 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 his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any requ red I r inspe ions. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the appli bn he or s e viiants prior notice. // // Signature: / f/�cam! Date: �r//, ,'/ The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one of more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfe :'•l= r=spor)sibili f,r adhering to and complying with the ESA. The Applicant has read this disclaimer and igns and dates it below. Signature: .i !„. Date: G`////, 7 j 07/24/2013 • • 6 r f. BUILDER STATEMENT The signer of this statenient does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be ass ing)he res onsl II' of the General Contractor for the proposed project. Signature:O I> 77/x. (, Date: r- /7 ' GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: (360 )385-3012 C#390 8062 ( ) MAILING ADDRESS: 1044 Water St#343 Port Townsend,Wa 98368 EMAIL: whitcon1@yahoo.com CONTRACTOR'S LICENSE 1L1 INS NUMBER: < NUMBER , '? ARCHITEC ENGINES : L y,---;--3 , "c /-V6_ ,r-0),-1.- h 1_ re PHONE'� , ( ) MAILING ADDRESS: 14444veteretit In/ EMAIL Pr ject Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New --Wood Existing: ❑ Sewer I. Addition fl Steel Proposed: Bank Community System iff Alteration/Remodel i Concrete Total: Height: D Individual System Co Repair Masonry SEP Permit# el 1 - I()1 ❑ Demolition Other: Bedrooms: Water Supply: Existing: Setback: 11 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 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: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO I evotS telleP I knaT retaWtoH I 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. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bid App Review 2"O Floor Heated Consistency Review. 22g Other Heated Base fee: U, Mezzanine Additional Section: 1`( Heated Basement Plan Check fee: 2 2 3.61 Unheated Basement State Surcharge fee: 114S— Other Unheated Pot Water Review fee: Garage/Carport 1' )6 2--4-3 12 SUBTOTAL "1-8.11 Decks 1 911/Rd Approach fee: Other TOTAL: $ Receipt Number: I 14 S 3 3 Cash/Check Number: nc ESTIMATED COST(REQUIRED) Date: �r •Fair market value of all labor and materials foundation to finish 1.71_t I S 25,000 Initials: VYlaQS, • 07/24/2013 i v e • • • '' 6. JEFFERSON COUNTY f, DEPARTMENT OF COMMUNITY DEVELOPMENT . 621 Sheridan Street• Port Townsend •Washington 98368 4� >r � 360/379-4450.360/379-4451 Fax http://www.cojefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: Dc G V2—cu / Not 1/04 DETERMINING STORMWfATER 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(LE..SITE) Size of parcel e/ , 13 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet L •)) C) j O ° 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 VOI.UME 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: Construction site for structures Does the project convert%acres or more of • 0 DD sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Cirde: Yes Well,utilities,etc. sq/ft Does the project convert 2'6 acres or more of native vegetation to pasture? Driveway,parking,roads,etc. / 00t7 sq/ft ovii- Circle: Yes Lawn,landscaping,etc. sq/ft Other compacted surface,etc. /gift Indicate Total Volumes of Proposed: Total Land Disturbance 3 6)O sq/ft Cut FIN (cu/yd)itg- dd [over] stormwater cac worksheet REV.2/20/2008 1 • • f r r • . " 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) q40 sq/ft Structures(all roof area) -3 6 7 Z sq/t Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios / 0 sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) 1 (without infiltration below) D'\ i 2 Driveway,parking,roads,etc /Db® sq/ft Driveway,parking,roads,etc Gr e- sq/ft Other sq/ft Other sq/ft Total New got sq/ft Total Existing ,�2 7 2. sglft TOTAL NEW+TOTAL EXISTING* 692-3 2 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: 26 % Does the site have 35%or more of iex sting impervious surface? Circle: Yes No 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 Stonnwater 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 Stonnwater 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 Stonnwater 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 ffected property. .07.,--i-L. P. ‘7A/7 DOWNER OR AUTHOR D REPRESENTATIVE SIGNATURE) (DATE) srortnwaer oak worksheet—REV.2/20/2008 2 S ffl •• O 7' • 0 • ■ o • D D ID N N � c� r$ Q ap pa Q 2 as—, g6 • n/ V. 1 " 44.2 a S S a a j II v, off€ .4g -� p+ a g 5 .....I o!.Gn - r I 4 CA 2 . 2 0 s 0 2 Y . ij Z F—Ik -.4-- — — --1j—I • D v o > r N I rn I . L fi D Qsp+p a s/s 4p a 1 I L.i O A A J II t. 'CI M 0 4 `'s> I4 t•> �r P GI O 1 w r . . AD 1 a y H I 11 11 Z 1 i —I a; —� \ "■ O w 2'SLOPE I Cil Z w St cl• ew ic 11 * '''.'L L......1. Ilk_ -LI. 2. "?: i ill L'1 1- = S O a art air yw 6 tt • H r H / -1 ? .q g i s / / 1n, A r N 10'MAX vizor rt�rt a ��0 0 J1r O I.M •Ill' �;'�� N -. Q Le)3. „\ 54 '/ n 8 it r co v A A j CAI cn p w W 1.34; • 0o m As / ,-, 73 A2 Z O -.N 2 . A _ © O co A i► (n Z C z-. C NZ m O Al m? A Oe0 m 0 -' A m m Oe 'O PC• O PO9 m N O.0 C m = C r 0 — O> N om ;-4 0 �a o m A o ! 6 om d mac, ° ;o NZ Z o A ,c Z c 9 • fry (n H 2r O IT1 Z ° .S mT •Zi y 1 ® nyyS A N O > ayy OA -00 y Tl •_® `., 2 m 4.2 0 O ?,Ot\ • Z LA A 4 A O 2 z R1N O o O C, ��pj n n O ,* v4. X O W. mrn 6 • l (3,1 o` —+ � c...,• O • I • LINCIT ST. • I 300' 1-30'30' • -40' - 10' REAR SETBACK J I \� 00 ..40' 410 in O) COUNTOUR 71 II tik l, :. 5' SIDE SETBACK j V 1 LOT BOUNDARY I PRESSURE LINE -8' Cl) SEPTIC TANK = PUMP CHAMBER —DECKING 0 SEWER L �� PRIMARY SEE Cl) BUILDING n %f `�a �"� SITE _ i ;i.• SEP11C PERMIT y41b �� " DRAIN FIELD o i RESIDENCE 9!'T , ,�`,�, 1 APPROX. 'D 50' 78x40 ` 116'r 30'X50' ADJACENT DOWNSPOUT' I- 26' LOT 26 (TYP.) ,� ., .4� --I 18' �� Irs&CM.I17.440.--,��� !mot-jam D' 1-m1∎40z.1-0 - -sz-.t- siFS .` ko uTlunES .. .. �►,• Fs�� • .- .,� s�-,.��- GARAGE 1y �"�O�9,p� S 4Z.:3&'�it '`.\*. ifel,Ti '''' '- 0:„,,,,p). 4." 7.4"'' k,, 32X40 ,o�q / . V ' "=; •• .POSES 4t 0�� :�1% 'v/° V ilfAm�Z'��i' 24X40 v*TA 1 or d 1 yl A COUNTOU' �, ,. - r 0.0 N I t 5' SIDE SETBACK . Y•1 i`z EXISTING GRAVEL / .-,1 DRIVEWAY 4114:1 Y AP PRO • Ne- 0 il SITE PLAN �,,1 r' '; 'n13 �I 20' FRONT SEA'% �' 7> 1 r �- DBP7 �F �.• � C u:, SIGNATURE: ',fir %sir <1'r 'I, ir�r %. ��2a vI PROJECT SITE LOT 25 'P' )' 1 KU IRONDA E ACRE TRACTS L C E ACTS , -� LOT SIZE: 180,000 SF (4.13 AC) ? � ., ■S12T29NR1W -� 1 , It rr is ��l.r �. ,l� ' J1=i1_[_.ji S. WHITE FIR WAY T 0 1 2013 • i-,101h LtItINTY fail A L'-`J\ . L. 01 son &A s s o c i a tes, l n c. Scale: 1 =50� TI WHITMIRE 24x40 GARAGE 50 0 50 100 PROJECT 71 S White Fir Way, Port Hadlock I . . . .. gi DATE: SCALE JOB: 8058-13 Scale in Feet 9/12/13 AS NOTED CHECKED BY: MMZ SHEET A1.1 • • { },.' JEFFERSON COUNTY 1,--: " DEPARTMENT OF COMMUNITY DEVELOPMENT y Date: i --rq Time Received: a 4/6 am 63 di. Tue. Wed. Thur. Fri. Date: BLD: a3 - A q'Ll Contact Name: Owner: Contact Number: 360 g1'61 a06-z_ Address: 7/ c5 ( Whitt 206 3170 Foe,2_ 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 9so, co e { JEFFERSON COU & DEPARTMEI O F COMMUNITY DEVELOPIT yt NO Date: ,1 °2-I Time Received: f Z L f e am/ Mo Tue. Wed. Thur. Fri. Date: pl26! BLD: 13 - gY Contact Name: Owner: Contact Number: 360 60 206 Z Address: r J LA j44 ,0i- 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 4�4gON , JEFFERSON COUNdi DEPARTMEN F COMMUNITY DEVELOPI NT Date: 04 Time Received: 14).:57 AM am/pm Mon. Tue. Wed. Thur. Fri. Date: BLD: 18- (DO 2,q4 Contact Name: Owner: W,-rke l i Contact Number: 360 3 9 Address: 7I 5•Mbite Fii wl 206 � 6z- 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 calle by 3:00 pm to receive an inspection the 0 day. Do to staffing issues,at this time,we canno 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. Jefferson County Building Division Permit Nu •er: BLD13-00294 Applicant: WHITMIRE 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 6) ) /`-(i Erosion Control Foundation Footing Footing Drains Foundation Stem Wall t,1-24 l Straps(hold downs) Ext.Shear Wall Nailing Framing Blocking Drywell/Alt Drainage Address Posted jvl Z34`F FINAL INSPECTION Wit 3 14, FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD13-00294 1.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2.) The site plan, as submitted with the building application on October 1, 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 October 15, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) This parcel is within a no shooting area per JCC 8.50. 4.) dlf \\tiriamark\data\fnrmc\F RI r1 Parmit Rkin rnt 10/940013 • BUILDING PERMIT- , Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00294 Received Date: 9/20/2013 SITE ADDRESS: 71 S WHITE FIR WAY Issue Date 10/24/2013 PORT HADLOCK, 98339 Expiration Date 10/24/2014 OWNER: NATHAN WHITMIRE PHONE: 360-385-3012 SUSAN WHITMIRE 1044 WATER ST#343 PORT TOWNSEND WA 98368 IRONDALE AC TRACTS SUBDIVISION: Block: Lot: PARCEL NUMBER: 962700029 Section: 12 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: DETACHED GARAGE 24X40 NO HEAT, NO PLUMB TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 27,312.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 960 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $344.00 MEB 09/19/13 145373 Exist: Exist: State Building Code $4.50 MEB 09/19/13 145373 Prop: Prop: Plan Check $223.61 MEB 09/19/13 145373 Total: Total: Total: $572.11 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 GENERAL STRUCTURAL NOTES BUILDING CODE: 2012 EDITION OF THE INTERNATIONAL BUILDING CODE, AS AMENDED BY JEFFERSON COUNTY. ALL GRAVITY LOADS RESISTING AND LATERAL LOAD RESISTING STRUCTURAL MEMBERS ARE SHOWN ON THE ENGINEERING S PAGES. THE ENGINEERING CALCULATIONS ARE NOT REQUIRED TO BE REFERENCED FOR CONSTRUCTION, AND DON'T NEED TO BE ONSITE. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. ENGINEER AND DESIGNER SHALL BE NOTIFIED BY THE CONTRACTOR OF ANY DISCREPANCIES AT THE TIME THEY ARE NOTED. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITY LINES. CALL 1- 800 - 424 -5555, HOURS BEFORE DIGGING. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE ENGINEER OF ANY PROPOSED CHANGES TO THE DRAWINGS OR SPECIFICATION NOTES PRIOR TO CONSTRUCTION OF THE CHANGE. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHOD, TECHNIQUES, SEQUENCES, PROCEDURES, SAFETY OF THE WORKER AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND FOR COORDINATING ALL PORTIONS OF THE WORK. DRAWINGS SHALL BE USED FOR ONLY ONE CONSTRUCTION AND FOR LOCATION INDICATED BELOW. LOADS: ROOF LIVE LOAD = 25 PSF (SNOW). SUPERIMPOSED DEAD LOAD ON ROOF TRUSSES — 14 PSF. (EXCLUDES TRUSS WEIGHT) (9 PSF TOP CHORD / 5 PSF BOTTOM CHORD) ROOF DEAD LOAD = 15 PSF. FLOOR LIVE LOAD = 40 PSF. WIND LOAD = 110 MPH 3 —SEC GUST SPEED, EXPOSURE C. Ss = 1.55g SEISMIC DESIGN CATEGORY D2 FOUNDATIONS: ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL OR APPROVED FILL 18" MINIMUM BELOW FINISHED GRADE. FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR INTERIOR FOOTINGS AND LOWEST ADJACENT GRADE WITHIN 5 FEET FOR PERIMETER FOOTINGS. DESIGN SOIL BEARING VALUE = 1,500 PSF. WHERE REQUIRED BY THE BUILDING OFFICIAL, THE CLASSIFICATION AND INVESTIGATION OF THE SOIL SHALL BE MADE BY A REGISTERED DESIGN PROFESSIONAL (1802.1). UNLESS A SOIL INVESTIGATION IS PROVIDED FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. ORGANIC SILT, ORGANIC CLAYS, PEAT OR UNPREPARED FILL SHALL NOT BE ASSUMED TO HAVE A BEARING CAPACITY (1804.3). THIS ENGINEERING IS BASED ON SITE CLASS D SOILS IN ACCORDANCE WITH TABLE 1613.5.2 OF THE 2012 IBC. SITE GRADING. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN 5 PERCENT FOR A MINIMUM OF 10 FEET (1803.3) COMPACTED FILL MATERIAL SHALL NOT BE USED UNLESS ALLOWED BY A SOILS ENGINEERING REPORT (1803.5) PROTECTION AGAINST DECAY (2304.11): WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WITHOUT JOISTS SHALL NOT BE CLOSER THAN 18 INCHES, OR WOOD GIRDERS CLOSER THAN 12 INCHES TO THE EXPOSED GROUND IN CRAWL SPACES. WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, WHICH REST ON EXTERIOR FOUNDATION WALLS SHALL NOT BE LESS THAN 8 INCHES FROM EXPOSED EARTH. SILLS IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE — TREATED WOOD. CLEARANCE BETWEEN WOOD SIDING AND EARTH SHALL NOT BE LESS THAN 6 INCHES. POSTS SHALL BE PRESERVATIVE — TREATED UNLESS SUPPORTED BY A PEDESTAL GREATER THAN 8 INCHES FROM EXPOSED GROUND. MATERIALS: LUMBER SHALL CONFORM TO DOC PS 20 MANUFACTURED I— JOISTS SHALL CONFORM TO ASTM 5055 STRUCTURAL GLUED — LAMINATED TIMBER SHALL CONFORM TO AITC A190.1 AND ASTM D 3737 PRESERVATIVE — TREATED WOOD SHALL CONFORM TO APPLICABLE AWPA STANDARDS TRUSSES, TRUSS DRAWINGS AND TRUSS ENGINEERING SHALL BE PROVIDED BY THE MANUFACTURER, METAL PLATE CONNECTED WOOD TRUSSES SHALL BE MANUFACTURED AS REQUIRED BY TPI 1. FLOOR AND ROOF SHEATHING SHALL BE PER IBC TABLES OF SECTION 2304. MINIMUM FASTENING SHALL BE PER THE 2009 IBC FASTENING SCHEDULE TABLE 2304.9.1 SIMPSON ZMAX AND HOT DIPPED ZINC NAILS SHALL BE USED FOR ALL PRESSURE TREATED WOODS OTHER THAN CHROMATED COPPER ARSENATE AND SODUIM BORATE. METAL CONNECTORS, ANCHORS, AND FASTENERS WILL CORRODE AND LOSE LOAD CARRYING CAPACITY WHEN INSTALLED IN CORROSIVE ENVIRONMENTS OR EXPOSED TO CORROSIVE MATERIALS. THERE ARE MANY ENVIRONMENTS AND MATERIALS WHICH MAY CAUSE CORROSION INCLUDING: OCEAN SALT WATER, PRESERVATIVE— TREATED WOOD, FUMES, FIRE — RETARDANTS, DISSIMILAR METALS, FERTILIZERS. AS A MINIMUM CONTRACTORS SHALL USE SIMPSON ZMAX GALVANIZED FASTENERS OR AN APPROVED BARRIER WHEN A CORROSIVE ENVIRONMENT EXISTS. CONCRETE: MINIMUM 28 DAY STRENGTH 2,500 PSI (f'c = 2,500 PSI), UNLESS OTHERWISE NOTED ALL CONCRETE CONSTRUCTION SHALL CONFORM TO A.C.I. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATE ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC. MINIMUM SLUMP 4 -1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. UNLESS APPROVED OTHERWISE IN WRITING BY THE ARCHITECT, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT), AS SHOWN ON THE FOUNDATION PLAN, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 225 SQUARE FEET. KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING, ALL OTHER JOINTS MAY BE SAW CUT. FLY ASH — IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS, SHALL BE LIMITED TO 18% OF CEMENTITIOUS MATERAILS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. WOOD: SAWN LUMBER: BEAMS, COLUMNS & JOISTS = #2 DOUGLAS FIR LARCH OR BETTER STUDS & OTHER MEMBERS = HEM —FIR STD OR BETTER MANUFACTURED JOIST & BEAMS AS SPECIFIED GLU —LAM: GLUED LAMINATED BEAMS ARE 24F —V8 DF /DF FOR CANTILEVER OR OTHER SUPPORT CONDITIONS AND 24F —V4 DF /DF FOR SIMPLE SUPPORT UNLESS OTHERWISE NOTED ON THE DRAWING. GLB SHALL HAVE CERTIFICATION MARK AND MOISTURE CONTENT LESS THAN 15 %. NAILS: USE COMMON NAIL ONLY IF BOX OR OTHER TYPE OF NAILS ARE USED, SIZE ADJUSTMENT ARE REQUIRED. PROVIDE NAIL PER IBC TABLE 2304.9.1. GALVANIZE NAIL WHEN EXPOSED TO WEATHER. REVISIONS N0. I DATE I BY I DESCRIPTION REINFORCING: ASTM A615 (Fy = 60 KSI) DEFORMED BARS FOR ALL BARS. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE BY THE STRUCTURAL ENGINEER. LATEST A.C.I. CODE AND DETAILING MANUAL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER #3 #6 OR LARGER 2" #5 AND SMALLER 1 1/2" ALL OTHER PER LATEST EDITION OF ACI 318. VALUES OF "SPLICE L" BELOW ARE BASED ON F'c = 3000 PSI, GRADE 60 UNCOATED REBAR BAR SIZE SPLICE L - OTHER THAN TOP BARS SPLICE L TOP BARS #3 16" 21" #4 22" 28" #5 27" 35" #6 32" 42" #7 38" 49" #8 43" 56" CONCRETE MINIMUM REINFORCEMENT: THE FOLLOWING MINIMUM REINFORCEMENT SHALL BE PROVIDED UNLESS NOTED OTHERWISE ON THE DRAWING: 1. PROVIDE HORIZONTAL CORNER BARS AT ALL FOOTING AND WALL CORNERS, AND HOOK BARS FOR T INTERSECTIONS WITH EQUAL SIZE AND SPACING OF THE HORIZONTAL REINFORCING USING THE INDICATED DETAILS OF SIMILAR SECTIONS AND DETAILS AS TYPICAL. 2. PROVIDE ONE #4 VERTICAL BAR — FULL HEIGHT OF WALL AT THE CORNER OR T INTERSECTION. 3. PROVIDE A MINIMUM OF 0.2% REINFORCEMENT OF GROSS CONCRETE AREA OF WALL IN HORIZONTAL DIRECTION AND 0.12& IN VERTICAL DIRECTION. MAXIMUM REBAR SPACING IS 18" O.C. IN EACH DIRECTION. 4. PROVIDE REINFORCING CHAIRS IN ACCORDANCE WITH THE CRSI PLACING MANUAL. TABLE 2304.9.1 (FASTENING SCHEDULE) JOIST TO SILL OR GIRDER (3) 8d COMMON TOENAIL BRIDGING TO JOIST (2) 8d COMMON TOENAIL EACH END 2" SUBFLOOR TO JOIST OR GIRDER (2) 16d COMMON BLIND AND FACE NAIL SOLE PLATE TO JOIST OR BLOCKING 16d AT 16" O.C. TYPICAL FACE NAIL SOLE PLATE TO JOIST OR BLOCKING 16d AT BRACED WALL PANEL (3) 16d AT 16" BRACED WALL PANELS TOP PLATE TO STUD (2) 16d COMMON END NAIL STUD TO SOLE PLATE (4) 8d COMMON TOENAIL STUD TO SOLE PLATE (2) 16d COMMON END NAIL DOUBLE STUDS 16d AT 24" O.C. FACE NAIL DOUBLE TOP PLATES 16d AT 16 " O.C. TYPICAL FACE NAIL DOUBLE TOP PLATES (8) 16d COMMON LAP SPLICE BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE (3) 8d COMMON TOENAIL RIM JOIST TO TOP PLATE 8d AT 6" O.C. TOENAIL CEILING JOIST TO PLATE (3) 8d COMMON TOENAIL CONTINUOUS HEADER TO STUD (4) 8d COMMON TOENAIL CEILING JOISTS, LAPS OVER PARTITIONS (3) 16d COMMON MINIMUM FACE NAIL (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) CEILING JOISTS, LAPS OVER PARTITIONS (4) 3" x 0.131" NAILS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) CEILING JOISTS, LAPS OVER PARTITIONS (4) 3" 14 GAGE STAPLES (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) CEILING JOISTS TO PARALLEL RAFTERS (3) 16d COMMON MINIMUM FACE NAIL (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) CEILING JOISTS TO PARALLEL RAFTERS (4) 3" x 0.131" NAILS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) CEILING JOISTS TO PARALLEL RAFTERS (4) 3" 14 GAGE STAPLES (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) RAFTER TO PLATE (3) 8d COMMON TOENAIL (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) RAFTER TO PLATE (3) 3" x 0.131" NAILS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) RAFTER TO PLATE (3) 3" 14 GAGE STAPLES (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) COLLAR TIE TO RAFTER (3) 10d COMMON FACE NAIL JOIST TO BAND (3) 16d COMMON FACE NAIL LINCOLN ST. 300' _ _ . ... i I 10' REAR SETBACK .I t■ f° l ■ I LO ,� ■ COUNTOUR • ■I � I■ ■ .i i_ 5 SIDE SETBACK - i I .._ LOT BOUNDARY I PRESSURE LINE I ■ -m 18 _ 80' SEPTIC TANK -I ■ 0 , PUMP CHAMBER - - - -�, I ■ I DECKING _ SEWER ENE ■ I w _ ._... PRIMARY SEE ■ BUILDING — I SEPTIC PERMIT i SITE '; DRAIN FIELD I i 0 ■ I RESIDENCE '� �, APPROX. i I ■ i■ I 50' 78x40 116' 30'X50' i ADJACENT DOWNSPOUT 26 ... I ■ LOT 26 i 1 (TYP.) o o .... 18" ■ I o 0 0 0 0 0 ° sFFsF,Q I i i I UTILITIES SF� j L I . I GARAGE �h ■ i o 32X40 I r` GRAVEL "DRIVE ■ I o P'RQPOSED °,... , ' '�. k 0' 0 PROJECT SITE LOT 25 LOT SIZE: 180,000 SF (4.13 AC) IRONDALE ACRE TRACTS S12T29NR1W S. WHITE FIR WAY Scale: 1 `40' 40 0 40 80 Scale in Feet Cn 0 H W _D _.;jJ..__._. 0J, I( I JEFFERSON COUN'IFY DCU 13UILDING PLAN REVIEW APPROVED AS SUBMITTED C1 APPROVED AS NOTED 0 REJECTED Date _00)1 Reviewer — a- ]_�? REVIEWED FOR CODE COMPLIANCE 'nist,nt h <`?o �. o ice' DF''r }': r`t1'i rit at %9- 44:i ",1 ;.Sx'kor e'.r i :,r..,e�� !si NkriqEiS or revisiaris to the approved Plar-is SHEET INDEX SHEET DESCRIPTION Al �`V," �,� WA ,i�O� �� �o��� 091E o�� 9 SIONAL A2 ELEVATIONS BY BY DATE `AN N.L. Olson & Associates, Inc. En Ineerin Plannin and Surveying Engineering, g y g (360) 876 -2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 SITE PLAN 71 S. White Fir Way Port Hadlock, WA 98339 DESIGNED MMZ 8/13 DRAWN MMZ 8/13 CHECKED MMZ 8/13 APPROVED ACCEPTED Scale: 1 `40' 40 0 40 80 Scale in Feet Cn 0 H W _D _.;jJ..__._. 0J, I( I JEFFERSON COUN'IFY DCU 13UILDING PLAN REVIEW APPROVED AS SUBMITTED C1 APPROVED AS NOTED 0 REJECTED Date _00)1 Reviewer — a- ]_�? REVIEWED FOR CODE COMPLIANCE 'nist,nt h <`?o �. o ice' DF''r }': r`t1'i rit at %9- 44:i ",1 ;.Sx'kor e'.r i :,r..,e�� !si NkriqEiS or revisiaris to the approved Plar-is SHEET INDEX SHEET DESCRIPTION Al COVER SHEET AND SITE PLAN A2 ELEVATIONS S1 1 FOUNDATION PLAN AND SECTION FOR: Nathan Whitmire 1044 Water Street Port Townsend, WA 98368 F I �.° H" C_;1013Y. JOB NO: 8205 -13 DRAWING NUMBER: 138205 407693 SHEET Al 09 FRONT ELEVATION SCALE: 3/8" = 1' REVISIONS NO. I DATE I BY I DESCRIPTION BY DATE A DESIGNED MMZ 8/13 `:, N.L. Olson & Associates, Inc. DRAWN MMZ 8/13 Engineering, Planning and Surveying CHECKED MMZ 8/13 APPROVED (360) 876 -2284 ACCEPTED I 1 1 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 LEFT ELEVATION SCALE: 3/8" = 1' GARAGE ELEVATIONS 71 S. White Fir Way Port Hadlock, WA 98339 FOR: Nathan Whitmire 1044 Water Street Port Townsend, WA 98368 JOB NO: 8205 -13 DRAWING NUMBER: 138205 407694 SHEET A2 I---- - I 5-6" I 14' -6" I V I I� I� 40' o I� I 14' -6" ID I I I � Mr1 5P-6" 0 0 HDU4 HOLDDOWN TO DOUBLE 2x STUD 3- 1/8x12 DF24F V4 GLUELAM HEADER — I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 16/0 8/0 OH DOOR II i L----------------- T ------------ - - - - -J MANUFACTURED T USSES @ 24" O.C. (BY 0 t HERS) w c� 0 GARAGE -----------------t------------------ 1 16/0 8/0 OH DOOR 1 I I I I I I I I I I I 1 I I I I I I I 1 3- 1/8x12 DF24F V4 GLUELAM HEADER Eli - HDU4 HC TO DOUBLE : 12' FLOOR PLAN LEGEND 1/4" = 1' A HOLD DOWN PLY, OSB OR T111 W/ 8d NAILS AA%6" 6" OC EDGES, 12" OC FIELD. %" 0 ANCHORS W/ 3X3XV4 WASHERS © 6' OC PLY, OSB OR T111 W/ 8d NAILS AY6" 3" OC EDGES, 12" OC FIELD. %" 0 ANCHORS W/ 3X3XY WASHERS © 4' OC REVISIONS NO. I DATE I BY I DESCRIPTION 12' HDU4 HOLDDOWN TO DOUBLE 2x STUD B/ --] 0 �t LO N O LO i t i i i i i i i i i i i i i i i i i i i i i i 40' ZDU4 HOLDDOWN OUBLE 2x STUD 24' 3' -102" 16' -3" 3' -102" HDU4 HOLDDOWN - - HDU HOLED D ----------- - - - - - 3' -102 CONTINUE FOOTING UNDER DOOR OPENING (TYP) — (2) V O ANCHORS IN (2) %70 ANCHORS I i THIS WALL SEGMENT THIS WALL SEGMENT 3,_3„ I I I I I I I i I I I I I I i I I I 4 CONC SLAB W/ FIBER MESH ON 4" COMPACTED SAND 25' -9" LU N I I 40 I I I I I i I I I i I I I I I I I 3' -3" (2) "0 ANCHORS IN THIS WALL SEGMENT CONTINUE FOOTING UNDER (2) %"0 ANCHORS IN DOOR OPENING (TYP) „ I I THIS WALL SEGMENT I I 3'- 102 1 l i L J — - - - -- ----- - - - - -- — �- - 3' -102" HDU4 HOLDDOWN 16' -3" FOUNDATION PLAN 1/4" = 1' BY DATE DESIGNED MMZ 8/13 `�, N.L. Olson & Associates, Inc. DRAWN MMZ 8/13 Engineering, Planning and Surveying CHECKED MMZ 8/13 APPROVED 1 1 (360) 876 -2284 ACCEPTED I 1 1 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 M. H H 3' -102" 40' OWN 24x40 GARAGE PLAN AND SECTION & 71 S. White Fir Way Port Hadlock, WA L S. � CROSSECTION NOT TO SCALE FOR: Nathan Whitmire 1044 Water Street Port Townsend, WA 98368 MANUFACTURED TRUSSES ® 24" O.C. (BY OTHERS) COMPOSITION ROOFING 7/16" OSB SHEATHING W/ 8d ® 6" PANEL EDGES (12" O.C. PANEL FIELD) 15# BUILDING PAPER CLIP H -1 VENT BLOCKING JOUS GUTTER 4"x10" HEADERS (TYP) 15# BUILDING PAPER HARDI PLANK LAP SIDING ON 7/16" OSB SHEATHING 2 "x4" STUDS @ 16" O.C. 2"x4" P. T. SILL W/ 5/8 "0 J —BOLTS ® 6' O.C. MAX (7" EMBEDMENT MIN) TOP OF STEM 48" O.C. RIZ ® BOTTOM OF FOOTING JOB N0: 8205 -13 DRAWING NUMBER: 138205 407695 SHEET S1.0