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BLD2013-00244
BLD13-00244 BUILDING PERMIT APPLICAN Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00244 Received Date: 8/8/2013 SITE ADDRESS: 141 OLD FERRY RD PORT HADLOCK, 98339 OWNER: TERRY A STOESER PHONE: BARBARA L STOESER 141 OLD FERRY RD PORT HADLOCK WA 98339 PORTAGE BAY PARK SUBDIVISION: Block: Lot: PARCEL NUMBER: 989100009 Section: 1 Township: 29 N Range: 01 W CONTRACTOR: WEBER CONSTRUCTION PHONE: 360-774-1211 RAY WEBER 4554 LOPEZ AVE PORT TOWNSEND WA 98368 Contractor's License WEBERC*0330D Expires 11/29/2014 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW POLE BARN GARAGE/WORKSHOP TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 15,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 896 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: I Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $234.00 MEB 08/05/13 142345 APPROVED Plan Check $152.10 MEB 08/05/13 142345 State Building Code $4.50 MEB 08/05/13 142345 SEP 17 2013 Total: $390.60 Jefferson County DCD sAwr 5 e- .\ cs (lb LA , trL -Q.J-11 \\firlemer4\r1�4o\fnrmc\G RI r Ann PIA rn+ QM/9111 Z , -I cn -1 p m -I '0 -v cn CO > -p m n 0 m 0 X W rn m M 13 n m 71 2 m O rn c o< X n O Z 0 T D Z 0 ° cn ° > `m n m v z u) 71 -4 CO Z N m v' ccnn r 0 M (1.1) M C OC m co v m O D z O O � O �>m m z °°m co Z o O �Ooo� N m D 11 D r- Im o i.'.0 2- C -0 CO r--1 r 0 O 0 > Om Ocn0 f" 0 oQo � Z m 7x234' /)_<v -< -0 Nw =D 7omm -•1 .< 0 co xi CD --1 < Z 0 W `�° z _ ° r c) till D W Z O m v Do M A n Wx _ c _i C17,3 o 30 a o O m m N -a• cQ V, cn c C la = O -4 = . -n m 0 co D 0 Z '— O Z CO 71 N a) � D <0 CD zm v n v C � ° 0 co m 0 OD 71 C Z = � F 0 m l 1 Z a ° � / Z 0 . o Y 0 N 0 W v m N O N la / 1 -. 11 ! $:l xr / ,, j _.• MM I _Jr...L. /�+ `. 1 ■ q. i / 22 I ___ �, ► � �i I % / 1 i�� / i 1 Q z • , � i _=1� -_� c,,r*-1116 (----„kft, 1 k,.)\,, !Ls. 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I, i 1 I 1 1r- ___I i ,, _a_ I I , l'..N... ist --- 1 ; . r '14.3 -, :=r‘Nj, liZ.......7 ,I :0, 7 ill ,,,,, ,,347,____'44 1,1:6,1 II 1-4ATI11.1 R7 ________ -_- --- 1 _ --.1,4 -- ; \f\fQ '6,t- 3 ,....) . ....a' ii, ---- ._. _ ...... i - /1 ... .14 . ,,' 1431 (-11 r , _tm, , , _ , -- 1 1-, t c...... _ - , tit 33 4 /____- i , ; , .,1,„ „N 1,11in i .... c,,....„ I ,yr _.....---- • ,,Ac. i 1-- l'",:-/"" , 0 \ _, - --I. '''= ',■ - '. X : ' ti i 7 it . X 4( 4-- ts . 1,i, - , , , ',.4. - —4 __ — _ ' 111 3t.v 33 e?› 7-, 7t ,....3 1 11 t _ 44 * ' ,-. _------- ,-- ,.. Liit,,,, i .„..., 14 . , ... , ., .3,. 7 , - ,/,--e (\'' I I 1 : I I? -, ,.,„ ,, •, z .0 ,,i i k , . 1 ,c‘ , / . • ih' I j 'I ' 1 -1 1 's * / 31 - j.„,___ ' Il I / ta. Hi t. V- i — I 11 IA/ - .. • ' 't i - 41 ft i ' It' ,). ---"s----- ‘, C3 \ ) ,---- , , A..._._' 4 i , _ _ . \ .,,,,/..... , • ; ...;,.... 7._, . .:\ co „,,,/ Is ..,/, ' \ \ 'ttairl / '''iit. I -Nlic___ I ■ / 44.;11, A i„)/' \ gi i ; ;,, A ' . , ''' ' '' ' I'd” ,,,/ 0 n k:r.- .. , . • ,..... \ _N ! 1 0 -its, ,,,, t.<1 ..... )--, 11 ' ) , / o "•. ,, drN '4.— I , ' / • "--- ,6, %/11i4 I 17 '...‘ 1 e"* "c" 3 NI \-- ...? i / i, ,,,,, I / , -1,,, 1*- \ 01 /20 1. \ k\ \ ,,,i, . \ upp. . 4, , ,,.., ;,4.4, .., , r.,„ , \ / , 4, c ;1 Wil--.4 ---- ---. - ... . .r,_, G--, 0 co - ›,,,,4 ■I ----"' , , , " ....z --p......4 _ VI ra; WE oil ..,,,, ..... ...... 13 c., •'" ,4 4 a)m • :zi 1 i TO 1=t ' 4 71 8 0 inT) :w nrt o rri 71 1 -4 0 3> STOESER GARAGE/RESIDENCE ADDITION . 141 OLD FERRY ROAD PORT HADLOCK, WA. 98339 ANDREW REECE ARCHITECT 2310 THOMAS ST. PORT TOWNSEND WA 98368 360 385 43C 11=11■1■■■■■■• 1/1 OM, to 11 I:314 t)- 0110.4 4.4.4 411 • -44 1 s ....., . e„. p I U e{-O I Pol Oh.. . - I q__ li___— — 4-a._ mss_ ___,,,k_ , � I Via_ \ �� ! �. � �, �_. 1 if 11'1 I I I. N !a _ -- _ ___ o F Y`-_ ■ I IQ I i _ 0 i � , i -i Q !'•Z / ' ' ! i� %1 -- ----- _ r k j °_ - t :'il .1 d_ --FP '—' il .�, _ -- i Q . ,',;,--k -- 21 6 —a 51-0 s i i Q i fl 1.-I i . .-_ _� 9 0 I ; 0 !Q CtG � a p i ° —j 0s i= i 1,,I -- ro � - o^ Appr j _' Wi 1! '"jZ _ ' — _.�.-- O ro --:I ------ '' . m'l '' .m' u'mIlmmmImmllll.lIl.IlMMM.I.Mll...l.lIMIM.MlII.l.M.M..III.I.M.I''.' , .... ii 71 c t I ' a —� - _._ 1 , 2V / 2 -O' 0\-,..,* a tM n ` d 411P- . un S .3> tTOESER . . GARAGE/RESIDENCE ADDITION N-3 141 OLD FERRY ROAD PORT HADLOCK, WA. 98339 ANDREW REECE ARCHITECT 2310 THOMAS ST. PORT TOWNSEND WA 98368 360 385 4305 ',. . It• • • 01 . . 0 -•••■!•. , ' PI- ..,45 - • 1 H _k__ 4-0- I 40-04 4 - 4 L,e,4--• .,,,-- - -- . - ......... - ,.•• 21-c,:l. 4'-',6;•" :7-1-•o'4,11 4,L4:4"• 2'.7.ell I, 1 it i . . . Ir. ' ! I, ,.. I . . I . 4 1 1 • . J . I . ' i ; • I , , I . I I ' • ; 1 . • I • - .4..__,-**--' -;---.r.-. . -_--Ilkirmilliamaiiial '.' 1 \ ! I = . • . ,..v.,_ r,„. • ii 1 , (1= I !, NN. ; 11 , , I „. ; 1 I ' I -1"- f I - 1 . -..._ \ , 17 I' : '-.. -.31 . '',-- II — , II .,1.,, , • ! '-'f3 '-4‘ ! -•"•-- 4:05 IQ I q. !,t mst:-.; 7 . III , ''-'' t \ -: ! ; ' I ; . I 'yr \ ' ,, 1 , ,-,' ' .-- . As , ■' '-'s Q, 1' ■,-- it' i I I ._.... l'k-1 • a --,----,------- ------ .:;; ,::-.:.:::=_----.=-_w=-.-.77=.7-..--... :.,:t777.77.777-777- :' --Ner-E - _ i I' I ! ______ I II t • i , t !kr 1 () I 1 1 _ ! I -- ,i • , % . :4.. •,,... . . . 1 .1 . . , , 'S. 1 'IN IQ t. , --' . I , ; .•-i "--I , .. : •CZ) 1 - i : -- 1'421'. ''--i•! .... • r.,,_______ 1 , . „... P . , ,—7----.------__-_-___,......_ . . , . i 0 . 0 1 . 1-7- ' , • I . 1 , „ ' CS ; , • i cs •1 , • .tt ! ; ; . -s, - --.1,- .----- • , „, — 14 ....._______._,___ __,H...8_. • •-i,-.„ .: 4. . . _ ,•,-t.,,,,,,-,0,-.6-:, ., 1- _ , ,,:.,:..LL,.„____.„::::=4,, ,,,.•..... _ II, . 4.•••- . I . _ ; t • , / 1 ,, 31_0a ,5,0,,ii, • '7,1.--! 1 :-,1-; -A Pt, - ,7'•,d1jr...".:'.5"',.,. ' . '_ ..I: ., 1 ... ...- I1I ,0 R - - .:I I 1 1 \- • 1 ■A:11----- •J., --.S. ,.....-,•:-.7.. „ ..._ ..-..•=--,-.,--,----.-_,.--_._- ----.-- -- ),=---,-_____,..... ..... - ---.-2--...'' .---- • • ' - ..... , , ; . 1 : f \ . .,,--- 4::. .. • ,•k3...... ,.. ! 1 . \ . . - • c.}.., ■ .. . r= '6)7 1 I ' ra i • ! rtsi - c131 !,„! 1 - c_ g;'4'- P ;,-_' 1'Zi — 1 IT: 1 St.°4_,..‹ i .. ; -I:, 11/4 . 1 11 PIN , .. , \\_ . 7.141111.#1.1 - ,t ■ ; . •----- 51'-' ! - Cek. I I ; ■ 1 I I • . , 1 • 2 ' 81-e,IT.R.a 2'-d 24 ... .... :,.. -..-. --, --- I . I . , 1,4 41110• ,r. ' ,•'7:4 rc,3, -,..„.....- . . ...32> . STOE GARAGE/RESIDENCE GARAGE/R SIDENCE ADDITION N.....) ; 141 OLD FERRY ROAD PORT HADLOCK, WA. 98339 ANDREW REECE ARCHITECT 2310 THOMAS ST. PORT TOWNSEND WA 98368 360 385 4305 • 11.1.1111.11.11.111MMEIMIIIMIM11.11.1.111.11=1..11 _ • • ---______ I T,- I Q 1 ; I I I I' 1 I I • J • 8°0 8-7 D o 04- : t12aq „ , , , , it ,,..11 : , r, , I:, , . . , 1 , C9 I% i �i !"E q_ a ^O i°__ I `. ' t I 'f b 2-lb e (.,,, ,, 160 _ , r_ _:\:_____-,.________,__ ,, r ,.. _,,„ 1 1iLi - P IP" ! . . ; .[ 11 , _ _ 1 Y E -'® III N* '-',,„ ' '----- -- "----- 11 ; ll'i i' I , , , .. , ,, . , ,„„ i, , ,t, L, . f r- 11 s , - \ 1.ki" ' ›, _ i _ _____,r I II CR 1 -. .\ 1 I O - _ e z. F ti ..Iti F_fir n., f PI3 STOESER GARAGE/RESIDENCE ADDITIDN C� 141 OLD FERRY ROAD RK, . ANDREW REECE ARCHITECT. 2310 THOMAS PO ST. PORT T HADLOC TOWNSEND WA WA 9836898339.360 385 4305 a ipg o w o inn uul L II. • . ' ... . , • I ; - ! ! i. 4 .. • Qi !,, c ,i4 . ,,• • - , . . 1 , • • ; . , • . i i • .,• • . , . 11 • • • ....__..., _ . i ,s. -- — — --- - - 1 1 ... . , i . I i • . • ' • • . . -t. 1-7 , • --1' 41-or' - I i 61.eili ' CI -6-c> ' ,- I .. I , • , • - . 1 I . . I. 1 • - .' 1 * 1 . ktkitn. , • • .... IT -t As- I . . . 1 . ' I 1 7.• .'4-1,-;1!..4"4-4 . • : i 1 I • r • ' I ,i•1:,;( . 1 . , --_-_ ____,_ ‘. 77: ' • - • • :7,-- i __ _ . • I -I f ; :1. ;' (.,:.=-0 1 ,1 :. .41.,:.:._, ,_11..% , , _ F.2 ■ t .' I. . ' / e .. . , , .......„, w i : 18„ .., „ , •,, , .,_L. . •• ,./. ,,_. ., ._...,.,r_ , . ... i T ;_......._____-,-T-..- 7,--• -..,, I , . '•a- ',, i..-- -.. • i I 1 1 - r • . '• Its1 i Ei _ -c 1110 i -.4 -1- 4. ..„., , . , (3, : . , . , , .A 1 , ' " . . ■ -4 -0.-:I- i °3 1 I 1 le -,,,,, • i.,, t• c) ".•,,.. , •• • ;..- ,.. .•_„„. •• ,. • ' , •, , .,, • .: I, •- , , ..,. . .,... lith .. . I -:-/- , • ,, . , , , ! ;,. . i , „,, , • . 1 .. , 'i , : t -4--\ '''''.. `,': .:'i-- 1 ' 1 J .. .I. .it ! ) . , 7, • I . t.. __---N: , , , ; 11 . , 1 , . • • 1 ' . c414,-1 -4L 7 '77.1 •1 - • 7 -. i----1->"t i I\ -----:- it. --- • : . ir1 ; . I I •;/:.1.-ITiii-r KI...77-.4.....---J.--...71.7.1=1,5t111-17;&.ra-- _• -- ,;;•r•A . ' ; .-- fri- ---------N.v. 1 ,..:.. „._;..7 I ; . . ;,.; ICY.S 7 ...J:4/-4___ --66 1.....11 • '' 1 1 / —.. __., , . , 4 1 II •1 it 19 -_____,_ — fil -tr. ISN - / 1 ys :-.. _ I /' -# , F ' : I, - ru ' "r *-1 I-;'---7*-- 4 „ 1,1-. \ _. i •• • 1- •:.. > ; •i 4"."--T 1--;---' "- . i I. I V • !q^: . .c , 1 - • --1 i ' -1 I 6- r I . - ts .;•1'-)j.i ' -, c'2, .., : ' • ' . . .. '''••.' i /,..._ 1',...._......._....., ,,,', • , x___.„... ,4,,-.4,•-•,,,-„•-„,,,,, ' — ,,,....,,,,T.,-.- ,...,,, , , 4 DV . j 1, :, I, • H lb „...• • , . ., • „‘, I /-• ' :..) - ', • .k1\ •,..„, I •It,1 ) .4 ) I J 4,- 1 ',1.4 rnH g i _ . , % n 7„, • _A c ,--i ■,_,____ •T••••• . _ _1 ...,9. . 1 . • ,, , • - l'' ir.I e, / \J • .tal.: :I \ 10 , / NI . Alb 1 I ; ; \ •ri .1 '_-: r•. ?'-'2!nnillaggininglEna.'• 1 .. • ,. '-. sn) /VillaWila "..-44' N • - i..-4 _1; j • - 10 • ! .• • i , =. ? . .. ' —- --gc: --il---- .--- 1, .• '•--- • 1 I 1 . •,..-, --... , "g .c; H 1 ■- , : • a . .> , • .., . • , . ..=. I --;-, 7 Ill )1 .. • ; --• .. 1 I (2 _IL • . • 1 1 • V t. rcn • . .'-- . .. • . Di i I 1 . ..TH N17 • IV ,%'-•-- . . _ q ' •>, . .; Vti .--- - I ■ i■-s i 4- , ...." 4 1 , • ;---, ; . ,•-7 --__•,,,.,....,,.._.,.. ,, 1 1 j . 1 ., 7 . . . I ----.---..\ I . - ., 4 • .____IL\r i.•,_ ■•1 ; •t-T.ls . . I • • ''` ; • ' tr : • . . : -.)...., — • --:- \-11'--r- --------- • ' M-.) .1-- .....__ _ i ' I i . • • ic •••-..,--7 7 .• - \16EMAeK • • ■ •,,,,r41?,, .-.p . _...... . .......•247,0_ ---_• ,_______., .... . • 11 ‘ • . > STOESER GARAGE/RESIDENCE ADDITION . 141 OLD FERRY ROAD PORT HADLO DK, WA. 98339 ANDREW REECE ARCHITECT 2310 THOMAS ST. PORT TOWNSEND WA 98368.360 385 4305 -----.. " 'im.'MIMIM..MIl.lI"llM.lMllIl.Il.11."lM.I.l1llI..11...MIMll.IIIlIIlII1lIlIIlIIlIllIllIlllIIlllIllIIlIIllllll.i . ir • ♦ • 1 - 7� I Q ,i1 ,I 1 . I 1 I H4s -. 1 i1 T iy 1 1 . _ / .40,R. 8_o a 61_011 ,I �: - 41._,p' • 1 rizr I ch _• 1 r _ I I I 1 e 1 ... ,1 ___"> jell - • Z :,- _1._ -_-.47,74,I__ i ,—, --.-/ • e IINI I:, L, th � I =4 to T V - i fl Q o , iT- 1G Z I _�' / • -a--- c ---7- o ( — 71_,..4., 1.L :r4I �o . 1 t $A / / o _ - -O*T _ =7- —p •-• :- __]. y , / ______--- \. w: ' i • it-- : ,___ ,1 _ . m! H: ; ,=. , ,1 1 I 1. : ,. . ..: , , ,..4,..1 ! . _ I . - it1111; T-4-. \ -•,. ' Lp . • - i ! 4. . ; I I .: ' . I [t, 2114--... : ' ' ' ' 1 , I__ I" d -_. --- o y ? j !j .; iJ r - MI x ,a , 1 . -32-> :: STOESER GARAGE/RESIDENCE ADDITION 141 OLD FERRY ROAD PORT HADLOCK, WA. 98339 ANDREW REECE ARCHITECT 2310 THOMAS ST. PORT TOWNSEND WA 9836E1360 385 4305 n 3.1.2 Downspout Dispersion Systems (BMP T5.10B) Downspout dispersion systems are splash blocks or gravel-filled trenches, which serve to spread roof runoff over vegetated pervious areas. Dispersion attenuates peak flows by slowing the runoff entering into the conveyance system, allowing some infiltration, and providing some water quality benefits. Applications& Downspout dispersion may be used in all subdivision lots where Limitations downspout full infiltration, full dispersion, and bioretention/rain gardens are not feasible. Flow Credit for In WWHM3, roof areas may be modeled as grassed surfaces if roof runoff Roof Downspout is dispersed according to the requirements of this section on lots greater Dispersion than 22,000 square feet, and the vegetative flow`path is 50 feet or larger through undisturbed native landscape or lawn/landscape area that meets BMP T5.13. This is done in WWHM on the Mitigated Scenario screen by entering the roof area into one of the entry options for dispersal of impervious area runoff. For WWHM 2012, see Appendix III-C in this Volume. Design Criteria 1. Use downspout trenches designed as shown in Figures 3.1.5 and 3.1.6 for all downspout dispersion applications except where splash blocks are allowed below. 2. Splash blocks shown in Figure 3.1.7 may be used for downspouts discharging to a vegetated flowpath at least 50 feet in length as measured from the downspout to the downstream property line, structure, slope over 15%, stream,wetland, or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 3. Cover the vegetated flowpath with well-established lawn or pasture, landscaping with well-established groundcover, or native vegetation with natural groundcover. The groundcover shall be dense enough to help disperse and infiltrate flows and to prevent erosion. 4. If the vegetated flowpath (measured as defined above)is less than 25 feet, a perforated stub-out connection per Section 3.1.3 may be used in lieu of downspout dispersion. A perforated stub-out may also be used where implementation of downspout dispersion might cause erosion or flooding problems, either on site or on adjacent lots. For example,this provision might be appropriate for lots constructed on steep hills where downspout discharge could culminate and might pose a potential hazard for lower lying lots, or where dispersed flows could create problems for adjacent off-site lots. This provision does not apply to situations where lots are flat and on-site downspout dispersal would result in saturated Vegetative flow path is measured from the downspout or dispersion system discharge point to the downstream property line,s earn,wetland,or other impervious surface. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-11 yards. Perforated stub-outs are not appropriate when seasonal water table is<1 foot below trench bottom. Note:For all other types of projects, the use of a perforated stub-out in lieu of downspout dispersion shall be as determined by the Local Plan Approval Authority. 5. For sites with septic systems,the discharge point of all dispersion systems must be downgradient of the drainfield. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield. Design Criteria for Dispersion Trenches 1. A vegetated flowpath of at least 25 feet in length must be maintained between the outlet of the trench and any property line, structure, stream, wetland, or impervious surface. A vegetated flowpath of at least 50 feet in length must be maintained between the outlet of the trench and any slope steeper than 15%. Sensitive area buffers may count towards flowpath lengths. 2. Trenches serving up to 700 square feet of roof area may be simple 10- foot-long by 2-foot wide gravel filled trenches as shown in Figure 3.1.5. For roof areas larger than 700 square feet, a dispersion trench with notched grade board as shown in Figure 3.1.6 or alternative material approved by the Local Plan Approval Authority may be used. The total length of this design must not exceed 50 feet and must provide at least 10 feet of trench per 700 square feet of roof area. 3. Maintain a setback of at least 5 feet between any edge of the trench and any structure or property line. 4. No erosion or flooding of downstream properties may result. 5. Have a geotechnical engineer or a licensed geologist,hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas. Don not place the discharge point on or above slopes greater than 15%or above erosion hazard areas without evaluation by a geotechnical engineer or qualified geologist and jurisdiction approval. 6. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices,the outer edge of the vegetated flowpath segment for the dispersion trench must not overlap with other flowpath segments, except those associated with sheet flow from a non- native pervious surface. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-12 I Da' o p •dad °da a Doti p D, p` Oti�et a d d °C' Dd d 4 °d° 0 0°0 pD4e 4 c y`�� D D 4 0 aD 4 0 °a pD ' L7 eaa 4epaa 0D a4 rmin�.o°Tlaob vd°aap, do o °.°° d ed . °° 4r�p� d4de e,�.3 _ eO. 18"min �ODo0'pepo°OVoo • r p a a 82411 e 1112 -9/4 washed rock ba0 44e04. . 00 St •ev 0•D•a a•ea 40 4 o°pa oa41207°0ee aeae . e a?eD 24r min TRENCH X-SECTION NTS . slope---• small catch basin or yard drain w I 2'x10' 5700 ft. level trenches Type I CB >700 sq.(t. standard III u dispersion trench wI notched ate board tength 10'per 700 sq.fl. of roof area. PLAN VIEW OF ROOF d+■1•e Figure 3.1.5-Typical Downspout Dispersion Trench Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-13 pipe O.D. 1'-o 1'-o min rrdn end cap or pkg flow to second dispersal trench !Wailcan out wye from pipe if necessary __ a 4p'e 4"or6"pert rated pipe laid fletAevel notched a 6" grade board n- 11 la 2"x 2"notches • 9 type I C B wlso lid cotie r(ioc king) 18"0.0. t___ ' type l CB tag/solid cover '11=1111 1 MENIMOri -4- ,b o influent pipe (mac design flow X0.5 C FS per tnren°h) r4 clean outwye from pipe IW .act • _ - I 1b4'b other branching CB's PUN as necessary NTS pipe O.D. I 18'O.G. I galvanized bolts 1'4) 1'•0 "-O-1 2" 'b ,M1111111111,__ ,� � "' 2"grade pressure '" .` ,`' ma .a ,7 board notches 2" treaooedgrade `'^ . . • 4'ore'performed board ,, 41 9 p 9 ' pipe laid fla0t =" °9 a NOTES: * e i 4"x 4 support post A 4� clean(s5%Ines) 1.This tar)re h shall be constructed so w a ii12"•3k"washed Ac k as b prevent point disc hage andb r eiosiae. 2.Trenches may be placed no cbser fiber fabric N. than 50 feet b one another.(100 feet "15% mMt(i1o'co trollwater quality alorx�fbwAree) trail mart rural areas. 3.Trench and grade board must be level.Align to follow co nto urs of sib. SECTION A A 4.Support post spacing as required by NTS spa cord lbns to ensure grade board remains level. Figure 3.1.6-Standard Dispersion Trench with Notched Grade Board Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-14 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 storm 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 II 1 1 I Roof I I I downspout f I I I serves up to 700 sf. Of roof i 4mi 111111 ..I I 50' min. / I Vegetated ( I....1 flow path II Splash .. . block I I ti :,_r irm. Downspout extension NTS Splash block Fir.,.. pplIll'Ill" .1- Figure 3.1.7 -Typical Downspout Splashblock Dispersion Vc me III-Hydrologic Analysis and Flow Control BMPs-August 2012 3-16 x 17 ' 1- t14 46,1". 06 ooh. JEFFERSOPI UNTY .___ _—__--II W A DEP ARTMENT OF COMMUNITY DEVELOPMENT C U `i I—) \ :" 621 Sheridan Street• Port Townsend •Washington 9836, 360/379-4450 • 360/379-4451 Fax www.co.jefferson.wa.us/commdevelopment A�� 5 gl',6 G Master Permit Application Project Description(include separate sheets as nneeceesssary): pFPf Qf�a�q tlNlt f D Tax Parcel Number. 1S9 'l:( , O9 Property Size: * on i 1["),,,g (acres/square feet) Site Address and/or Directions to Property: 740. Ch-.p 7I Y — j•-- .l F.V F1-1441.E16� • t c o 'FMK Property Owner(s)of Record: ` s ry,„ ' ► .21+ _A" Telephone: 240 1155 53`T Fax: email: `.,.`.l. 1 :[,t - Mailing Address: Z1' ©Z$i` F• 1 i.' ( Applicant/Agent(if different from owner): '1'.V 4 . Telephone: &JO �°'z� Fax: email: ',.__ L' r- Mailing Address: 'L1 T. {+ur ,e What kind of Permit?(Check each box that applies ❑Lot or Road Segregation lding ❑Critical Areas Stewardship Plan El Demolition Permit . �., ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family Garage Attached/Q.,letache ❑Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home .❑ Modular ❑Discretionary"D"or Unnamed Use Classification I ❑ 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 ❑tong Plat** ❑Sign - - ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration*" El 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 0 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 Ai.ifr'. ,i1w 1, --." to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE / !er. Date: 7-2. ).-t" By signing this appli -tion form,the •wner/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 -terial falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspectio s. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the app• -tio�/ e r± -w t'•rio,r notice. Signature: _ i� rc ), - . _ Date: �'ri ' The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential'take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)eve, ' - are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-tr. sfera' if.• lit . he'ng to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signatur:: ir - - Date: 1-22..'t3' C'.\o..-._.:.r..,...\ftftdtFCIP MSIf##\flR Tl FOR MS\G'sent MT)Fnrmc\Ma ctrr Permit Annliratinn 5-29-OR.rnr ler 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 MANIff*CTURED HOME INSTALLER: PHONE: FAX: MAILINDKESS E ' ( �a ( ) 4. EMAIL: CONTRACTOR'S LICENSE � WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: \ — PHONE Ut I 77 061 FAX:( ) MAILING ADDRESS: EMAILA - E Q ��- Project Type: Frame Type: Bathrooms: Shoreline: Type i a D, sposal: Co--New —od Existing: en ❑ Sewer 0 Addition 0 Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel 0 Concrete Total: _ Height: ( vidual System 0 Repair ❑ Mason ry SEP Permit# t2. ' 0 Demolition 0 Other: Bedrooms: Water Supply: Existing: _ ,_ Setback: Tel at:" Proposed: 0 Private well ❑ Two Party Wfri Total: blic Name of System:RIP 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 ► Above ground Tank Size of Propane Tank: 7 Y 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. Square Footage I Current Proposed „F, ,.Ofce U , yy Amount Rev . Main Floor Heated EH Bid App Review: / l 2nd Floor Heated - Consistency Review: Other Heated Base fee: Mezzanine Additional Section: Heated Basement Plan Check few " 1 ,. A.41-4-4 ,• Unheated Basement – ~ ' r �A Mate Sur6harge fee: – • /' ' ''" Other Unheated �` ' `' C Pot Water Review fee: Garage/Carport pitt, o 6-t Lt 113-0`6 SUBTOTAL Decks -t �� `�C! 911/Rd Approach fee: Other — TOTAL: $'' ' 90, (06:...Cis--iq ,..b:-----).' Receipt Number: t(4 2 3 c{S' C 1' ash/Check Number: 1014 ESTIMATED COST(REQUIRED) Date: ///]]� � `� flair v ue r and materials foundation to finish /`� / /5 bji.} cL-4- Initials: ( _ `ii4. 21 G:\PemvtCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc Jefferson County Building Pision Permit Niter BLD13-00244 Applicant: STOESER 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 s cheduled 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 -�/, ► .19-4 Erosion Control l Post Holes t_5-- Foundation Footing Footing Drains t D-3o-(5/— Foundation Stem Wall ,9 - I'1 9...- Underground Plumbing / ,/3 .200(h Idd®wrtssr Ext.Shear Wall Nailing rsq f 64, ac,, Rough-in Plumbing 3 131 I y, Framing 313111`4 Q Wallboard Nailing Ste►3-i4 Drywell/Alt Drainage ;;_(4 SPLASHBLOCKS Address Posted 1 Miscellaneous 4;2- _( SEE CONDITIONS 1 &2 FINAL INSPECTION 023.44- t D FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD13-00244 1.) PRIOR TO FINAL BUILDING PERMIT SIGN OFF THE APPLICANT SHALL SUBMIT AN ORIGINAL LETTER FROM OLYMPIC WETLAND RESOURCES STATING THE PROJECT AS COMPLETED COMPLIES WITH THE HABITAT ASSESSMENT FOR PROPOSED GARAGE/RESIDENCE ADDITION PREPARED BY DIXIE LLEWLLIN DATED AUGUST 27, 2013. 2.) THE APPLICATION SHALL COMPLY WITH ALL MITIGATION RECOMMENDATIONS FOUND IN THE HABITAT ASSESSMENT FOR PROPOSED GARAGE/RESIDENCE ADDITION PREPARED BY DIXIE LLEWELLIN, OLYMPIC WETLAND RESOURCES DATED AUGUST 27, 2013. 3.) This parcel is within a no shooting area per JCC 8.50. 4.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 5.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 6.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 7.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 8.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. • 9.) A stormwater plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 10.) The site plan as submitted on August 5, 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 September 16, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. \\tidemark\data\fnrmc\F RI fl Permit Rlrin rnt 9/17/9(113 1111 BUILDING PERMIT S Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00244 Received Date: 8/8/2013 SITE ADDRESS: 141 OLD FERRY RD Issue Date 9/17/2013 PORT HADLOCK, 98339 Expiration Date 9/17/2014 OWNER: TERRY A STOESER PHONE: BARBARALSTOESER 141 OLD FERRY RD PORT HADLOCK WA 98339 PORTAGE BAY PARK SUBDIVISION: Block: Lot: PARCEL NUMBER: 989100009 Section: 1 Township: 29 N Range: 01 W CONTRACTOR: WEBER CONSTRUCTION PHONE: 360-774-1211 RAY WEBER 4554 LOPEZ AVE PORT TOWNSEND WA 98368 Contractor's License WEBERC*0330D Expires 11/29/2014 PROJECT DESCRIPTION: NEW POLE BARN GARAGE/WORKSHOP TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW IN VALUATION 15,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 896 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $234.00 MEB 08/05/13 142345 Exist: Exist: Plan Check $152.10 MEB 08/05/13 142345 Prop: Prop: State Building Code $4.50 JLA 08/05/13 142345 Total: Total: Total: $390.60 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 . • , - . • C,...7...t.Vb•,t.,4,... - • . ' ',W.,.64'. .. . . . . 4,4'.a k'' ''a, .:..°.....?"-,--•: . fi:744:^.1.-■: '0. '-':41:.4. .. . •. • ---..,,-i....----:It....f.,......-,-...-_,..-.4_,-r_.,„,---F... - . - . • - - . • . . e ...„,, • • - . Date it)'..L.:_-•-"._._7______,'time received- - am rn.-2 Mon. Tue9,.Wed:* Thur. --Fri. BLD: , /3 z.,- 4-f y . . . . - Date: OWNER: • - . . Contact Name. • • - - ADDRESS: /Y) - 0(-49 ■Cerr. Contact Number:360 - .• ...-,-.,,L• • . _ 206 _ a •i-•• - Notes: . - . . • - . . • ' . - • . . . .Foundation Piumbina - Framing' - Propane Tank- - Mechanical - - _.. Setbacks y Under-ground Framing • tinder ground Furnace Footing Rough in _____ Air seal . Above ground . • Gas Sternwall -- Hydronic Exterior shear Exterior lines Oil • Straps . _____ Interior shear Interior lines • Ducts Post Hole Ventilation Appliance • - Underfloor . Gas/wood stove Man-Homes . • Setbacks • Insulation . Final Inspection -.= - • •-,-.1 Foundation • • '...-• -,,• Block&Tie floor wall ceiling. Address Posted - - s ...- Date_--1 15 time received 3 pm Mo. Tues. :Wed: Thur. --Fri.---- i BLD: 13 . 9.14 - Date: l I-- Contact Name. OWNER: - pp ''ss Contact Number 360 77 �t1 7Y:=,;_. ADDRESS: l'C �''� I�" �^� . ill - 206 � �` Notes: Foundation Plumbing - Framing - Propane Tank Mechanical Setbacks Under-ground* Framing Under ground Furnace Footing Rough in Alr seal Above ground Gas Stemwail _ Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines • Ducts -Post Hole • Ventilation . Appliance Underfloor Gastwood stove_ Man-Homes . - Insulation. Final Inspection 'i Setbacks "' Block Foundation- e. floor wall ceiling. . address Posted Block&rte t /•, ' av � 8h }1 r VV Date t 1 L4 time received I �� am la Mon. . .Wed: Thur. - Fn. Date: I 1 -S OWNER: Contact Name: ADDRESS: 7 1-1 ( d t--tD r-�:.rq-V- 7 j Contact Number:360 -` 241. /4// Notes: 205 Foundation Plumbing - Frm na Propane Tank. Mechanical��� . Setbacks Underground Framing Footing Rough in Under ground _ Furnace _ Air sea. b ground Gas Stzr ;ali Hydnic Exterior shear Exterior lines Oil Straps Interior shear — Post Hole )/ Interior-lines s !� Ventilation Appliance _ Undenloor hSan=Honi>s Gasnvood stove Setbacks Insulation. Foundation Final lnspzction Block I I° floor 7.Y"wall ceiling . Address Posted �SO� � °. JEFFERSON COUNTY ,�ys: DEPARTMENT OF COMMUNITY DEVELOPMENT 1(I NO Date: yy2'� Time Received: >,2 7 am60 Mon. Tue. Thur. Fri. Date: ,(71 23 BLD: /3 ,• 1- Contact Name: Owner: Contact Number: 360 77/Of'1Y Address: / / 0 L 206 Notes: I 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...... ti .. . - .......A4,-,... . . -_-,:„-•—::-.•-4,r:,„r-..:...- A. ,.t.,c-crgc.....,-4,71-1.-f.,,I• - - • a.3,4, .e w.,,.-.• ffs.,,,,g. . - • ,.-÷...„....°:v.....4.,,,,.-:.,,-,..-:-..:,..-Fe - ' cs.....tAkcte......, . • - _ . - • i...:i. . . . . . • - -• • -- • Date 10.—).-- "time received- 0All am / pm Mon. Tue . _la Thur. -Ph.. BED: , \'''" ••••• F.A.,4c, Date: It OWNER: e5±-C3 e" --, - Contact Name ,..‘ ...rt.i..—......ejti (- ADDRESS: ' t -4.k V V LCSI* V2 CC Contact Number 360_i_2___ ,....4 Notes: : • . . Foundation 'Plumbing - Framing Propane Tank Mechanical .. . •' . _ Setbacks Under-ground ‘. Framing Under ground Furnace Footing Rough in Air seal Above ground - Gas Stemwall Hydronic Exterior shear Exterior lines _ Oil _____ Straps Interior shear Interior lines . Ducts 9- . Post Hole Ventilation Appliance Underfloor .. Gas/wood stove Man-Homes Setbacks - Insulation. Final Inspection Foundation Siod<&Tie floor _wall ceiling. Address Posted - i • . - ,.;',:rr.",, . • . -.VP.,:•::-"A;Vi - . •. " . '4";:v1<,71,.,,:. - . '- - - - • . I'.-.-,g..iv 4-- ....R.t.,44,---A.kf• . . . . .. 11115.-, t......-:-"Z.....f....:,....-....%.„.- " . . . ..., -- - - - Date 'C. // time received, am /g7 Mon. Tue . _We . Thur. - Fri. BLD: /3 -2.-- V' . ,,, . Date: /U/' /3 . . OWNER: • , - - Contact Name?. - - // -I C'4-4 ADDRESS: // • /""ele1.-.-c Contact Number:360 "77 V/Z/7 206 .i--.. Notes: . . • - . - . . Foundation Plumbing - Framing . Propane Tank Mechanical .. . .. . Setbacks Under-ground Framing • . . Under ground Furnace Footing Rough in Air seal Above ground - Gas Stemwall Nydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines . Ducts Post Hole . Ventilation Appliance Underfloor _ Gas/wood stove Man-Homes - Setbacks * Insulation. Final Inspection 'N .,: Foundation -I, ._;-• Block&Tie floor wall ceiling. Address Posted s .e,¢5ON c% JEFFERSON COUNTY { DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 3/25 Time Received: 1 12-3 amei, Mon Tue. Wed. Thur. Fri. Date: 5 ft/ BLD: 13 - z4- Contact Name: Owner: S-raSEE- Contact Number: 360 771,-O Flit Address: 141 Ot b Fe,c ' iZzi 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing )( Under ground Furance Footing Rough In 5e, 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