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Home My WebLink AboutPermit File 3811 Rock Ridge Parkway . r t. • It '1% r',. '‘t• :-..tz a .., .. • ti; N.r . w M .t A . Zs.- 42 ' AC Vol r cpitr A4cHITCLT?'•(< G PROJECT INFORMATION _: : : :=== J I; 5Yk1 Rh: G?$Cl %A ;.w kg' . • 4i; , . PROJECT ADDRESS: x Mt" p { tote. nt 3811 ROCK RIDGE PARKIIAY • .. g 1 g. e E.111 1 , 10t kept A. . NarlGE1RTE5 YVA �,9221 sz3 is I 4 %?.;- driaiid Sx + Of _ __,.. ....„. . 1Y4i A fi e 'r .. ;D ti I SIC! at _ •4i,.,.-ma,Z,.I'4: 41, fl1P ! , < < - ...__.. . .. x . 12 PA GEL a"rI 4.1:5,4:4-t,('.,.tfi',e IId LEI i .. �'° '� .., BUI1-DI.S�IG:SQUARE- FEET 1 . ° > j nIv ' ` FLOOR 1 FT E 3n { M,/ � �x>* MAIN : 1 ;15 3 Sa . :� Y, / . '/a' i, nacres ,�/t!� 7•. 4' , ` 4� ' .,� � 4j�� d UPPER FLOOR: 1 ,053 SCRIPT. ! 11 ..a . . . _.... ... _- . : ..,a. .,.._. . . . .. � 1E2k" �� ,.,r. ... >v`s se ✓ / �4� i ANC 1 • : e'<:-: 1i . 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M..,.._..... .... ._.. ..__.._ Q FIRE RATING HOT RATED - i - NLI rt _ _ ... ..- _. _. .. _ .. _. .. _. .... ... _ _...... .. .. .. .. ... .... ...... .. . .. •r • ALL CONSTRUCT/ON TO COMPLY WITH LOCAL GOP AND. ° 4 1st,4-r%: -c •" t-' '3:%W3. r::' ;: r .. ..� f1RDINhGi G AHD THE•P{7L aWIHG• I - 2012INT>RNATIONAL.RE_IDENTlA�LGODS ( • 201,1 MASHING/ON STATE EUGEReir GODS �:' . " .-'i;i '• �[.,. 4,. r 1 �5<t a r 1 DEFERRED SUBMITTAL . . K.. ../ . c • �� t :....-__—.__-._... �..... _.._....- . .:_... .:. : ..:..:' :-... . --. _:: ...._..... _- ..-.. .. ... :.. ... .:. ::....:._-. n -. .. .. -. -. .. • Ili :� is 4.:htEGNANIGAL E IVAkG SYSTEM DRAWINGS ;• • c . ! ... ..,.I. \I .I. ,...-.♦. ... - . • ..,, :,..I... .. ........ ... . = DIN _ I 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS iat r� i i '{ + : , 3:NATURAL6AS DISTRIBUTION DRAWINGS • I p s 4te € 4: PLUf4 N6 DRAWINGS ,,.,;...;:,, ;rc a: :;:f-., '.._tt>.z ' , r>o y..: x w�` • � u< 5, gOOr TRU53 DRAINING6 /CALCULATION5 ... .. .. .. .. .. _ , € sjFSt �. F. JOIST D1R,1 NIWG5.1 ZALGULATf0�t5 ,- i _ <,,. .,,... t ,�. :ice- ' R I. LANDSCAPE PLANS. - .. x .. I .. . Pig 1 1 S. LIGHTING PLANS f . _ . r€3Ae i R CABINET.SHOF'PRA IA/04GS 1 'r:_ .,.:: , g a, F . 1 E 10. CUSTOM HARDYW4R� ; BRACKET SHOP VRAINING•5 1 , c c.,. €� ot'� iQ • I( ... ... ., ffii R A i ' R aa. 3„ . t.i. , 1 DESI N INFORMATION , , . '. ,: _,.., ,s.:::,, ♦, ' . :• :,� :;,..... . .• I I. ('u1• .,•.unvr♦ if...! nq •, uVf.W uam• q)n otNt• na u . •. 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ONYHtl7MJ.►C 1 -_ ..... ..._._...._, ...... .. .. .... ..._. ._._...._.... ia ,N * .. w <a u - 'Ti I 111 t r' s l i() i t F a aN • i ......yy�� of to b Yr W : '* a n / f lyl f _a 4 A: y 4i y ` _ t�1S cii •.y A�`' L �w M + P` l l tl 't zz C } w al pql\'ti,...r r3I �f } "i `•,♦r,•�^'� P i- v ea. '�P '1 d SC.''rY`r \. �".;`""• ` t. r" i tri F Q. l. w. <S`Rp a dd A r A Ztl .-._.... .- : 'I' tom. 1 I I FFi A .ce y ; n Y, jw as ieal V3 is - >; 9 a.@ tre : Ernitl• >Y • , ' "_"_.«__� " .".._ ty r -''i "S 's�> Y [ : �a` ITI • <f�pp111M i - ri I ni L f pS n1 .�`.L _ rI\ a - •.",", � \ r' f' !� �i F.,:� o � Y .•=e ii, ?yl �,]e IM t't-11ii�� ;�• ,......, .%-•--'•r:: I Yal r i •• "-'-'fir a yI-•-•••'.....". .•.I.,-Y� r4- a ;� a Otp. :,t• d7F t> C • P (b) o ` N Z t�i E U !I4ILTI\ 1 i I.. .- yyg. y iz xU i to)14 a s -fiY4 TFa Y ')1 n�▪ • di i e x . ,<atv : a 1 P" —� .. :a tra! I Y PROJECT 1 GLIENT fF1F0 8U11 'JFftiNPo: t ♦4 ^ ROOFFRAMING FLAN LOT 15 - ROCK RIDGE rtAt �tao11 Ma,..� 1 d . , a • + / y :+1x•+: fJl*A _r,,,:e FStrElnoiberg ..,.,•, t��11 p ti_ . 1 ,Qp -` ` 4 1 3&11 ROCK RIDGE PARKINAY ' _ ,_. I iw c p `� .s.ri wix -� ' ' �I 0 t , .......“.a.»x,» gm:,wat .,,, ».rax.N ANAG©RTE }IA 1&221 Ian.« ,zk. at{xeJ to K • {...v"aR sNNto N+Nwx.l•wRrswmww.vw.to &re.r.NL"N•...utt :.wNw I r•I M11YWWtM N1YNyyC,l• 'y.(Nf,'4•+.Nk N.n t1MX),IileW'\Mrlx,yO+,AM ^ ! IVW Mr �w.a_. ,.." ._.."_._ r E ^M:a\Tl/' <n.•nrwoncal.,n.rl.w4+r»!`.NNa _._._._._........._ _.-._._.._.._............. ..." ....A.."ILcL.a ryl_... •:tS:Y.C:)¢:F r.J�t TE _" ^, >J t1t141{{ xdt: c+ewrwta.Nr.vai,- ,,ieN.wrxasrn.swI„ ,..er.wrn?wwwAa,.w • !ANitO.'rW CONJ:M:Ii U. ::l! I 1 • ... ..1 .R • " :Lt 1.1 a `°3t•;''. ! • .3:.33'.33••'.1 : — --„,,,., .3 .:.. ✓ Ln nz • _ _[ ' a.� x , i.- rii ,,,l-. I 3 .. ... ti.; 1.[---b- —ii ; I ".__„ .{ 3 r........�...—._... ._ T. �� , .—.r . :.. . . .. • ' i1 . f .W.. ........L n L ��: ;` • l] Y+v. ' y jj j:. _ (f I s ; 1 4 ;I.— _1-1lir • Ia .. • s / �� tI u y • K ` ii . Mom. ) . Z I '/ 1---Hi i a i 1 A . • j• J `. .• .. IP —i � ' • Q I \� r , v . . � { . . .- - : .: .. .\\\. ..0 ' . / • • 1 L. x t>J - -a' g `�` i• _ice':? al IN n - .. v : < ' nM 4arn l . l T \ . . Il{„ j tit rRe \ • / . . +L. FIll \ \ \ P • : . . . , 54. K A. I A •' t 1 lit J • . . : t• al . ; } 1771 • • � ._. _ ; j • • • 1 f7 _ • . . a. .. :. e I e r ix . < API. I ; Rit- . rit ' f „ 3 IL tt{tr e . y• �4 »....s # f , la • iG ) n` . ` .�fQ I i S ' i I w I ,f • .a1 i —1 .� 1 ' 9 I 3 4- + 411 • I I . . !I • ' :I .. .......... ......r...___._.�... .. __... ._._._._..,__._.......___ y_. . ...�... . _... 1 f_ k . . -- _ _ _ ._. ...._.. .._._____._ . __— ._. +;,. w PROJECT f 1L1NT tNFd aua�ea t:J�o: W + EXTERIOR ELEVATIONS LOT - d RIDG ,x ; �, to ..S{'' .? 1•eNAccl+ INK e,2 ` rzus �: O 'r x 6 to na i IN b‘...ira ......... 3511 ROCK RIDGE PARh}N�11Y (a" .4"2 Lrtitcai44� or. 51 ..0 F, 1 ... 1 ( .i M1aMIWIW YN•R wMMf. «�.v,..v..s{M:MWMINr.M .<IMK •1 ��4/i lw� 1 ,r ! 1e � �1{f.(i�i \ .... .;x . " _....... �. Hw�vl'r4eil klRhd4ll Je[rFIY �+ ,•_• 'j. vet.MSMR [1M,tNAy/. ;, vyrowaY Rti<W Ra'nf'W ro�naiw:r /�1 Rr „• trig. pe.tt.ew ew.. itiwer 4.33. ,ee=.m•w•«,ew, uuw t.xrrw... G.tu A!i'Sf;f.(5'a`,' :1.':ft,K1f':Nw7/.Y: torn, q �' Miw.luwewt nw:r.y it<++.oc..aR '.Rmw.<w,,.a ,.•..new,{<eys I I }h•MM[I..W nxWwM8MN1.Amsoe,ewyp _ to _._..v... { ' : t1,MMwi N+Mi.Miq:PNM11 . »...... alM.!^(N .... ._....._. ....._... w ...l. ......+.. a .'+ fRtN'RI1- t'varta7»x n'4 i} 3+ O+E£r ARCnrce.:T a •J; SOMA, CPBO. i SrAr ' t' rex Pt "'�rtC44� Rk$ • m.o. t 1. • • It A t g . . -J.GC�rO?sr:^u ltd0."tRG .. , ,:. :. — -... . . S - wf2h..u,T_ - .. ... .. . . _ .. . ._„-..._.,_.... ._ - r!t)M.jh;•:4y �. 1 CI j .' 1 .. . . • . - - . > _ - — - r .__----- _� i . . .. r.. ---li ti 'i . .. . t R E H •t i : . IE ... w EE j yyS - 1 : ra i} ' 1 t � E IlfrQ.$ rDQW"tM 'r2 SrpP EE;,. i — M9 EAST ELEVATION Cfri Qj_E: tl4 . t _ C '2.. l : .._ ussiur+tt:^a44tr...sssah-as c si �VuQ—• l t 1 K>':raiw'eJ4t..ATM. r! ; u .:. :I-4 IS .•c.4seot. • • O • �' N .._ ' reteAct'£OrTti; -..-.......-....... ...... ...+*_..... . - : • ..a.,- ..: ,. ^mil Y:`•: ♦ P S7[ uci• _f tT .0 -Y sF a, a I _ 2 X ke'itgt• itr 1 I W t.S 16es lg. .•S r �OROOM, E 3 m is h: F, It) .Y. ' rk7Tl(F hB�h e yr d ila . H•>rnar.arlsraritaraaeszt•o.a € ,.'` • ,sortnirrit-S" F+' �`,, .>. "� i T. - i✓,.,` ._.... tWrPER FCGaR t� ....w ~ ..__. _.............,....,«. ..... .. .. .... ..._..... .- - '.. I, ww.o+t... I ♦I .. SIC.Qt rUi.Ck S•'QtC/r ,. ,__ . • • tll \ t'V•YE 14E1SW F ,,„ g. i 0 `T aC c I e • u 1i} . • ' .. t 1.d,t)tlCRY mits-rE..R >, ri «' �" Lam• ' . 6AR►4;t q f l _—I Eiji MOM S. £r i -,- Ua u t E 1 I. `. ' t ..0 RerE• �S ! �7.1 ! 4 I. 1 � vRhW 3?AGE mosEvC>ir a aCc6u- 1 I � y r.Ci�!'—•lsKgN tr9Oruey r tZ . - • t) i},.d lUEt,EENottlsyfON t ` ,.t ap }2 ' . L_....._. .....•.....»......w............__... - • ,rs' . - • t x I. rtE a rat.6 --- r� b. $>49a:.lyM;k�_I ... xCt�rtf• + .i ,t . r. •. .. : ,i --• E 12 . . - ., is - i t E t raxC '. -u, Yt' �Sb'• •�rrv.e l;i.(,;s .::1; .ti e } jC } : .7 s w r.s.ruG j[ .r.r."..r.: re _ Y g ash :: t i j Y : :Jt•.4J f4iMl 'LCRII.SRTITrrf _... . ,..........._.. �V DI 5.1;, T 1 rYtif taE _ .t,. . .......,. ■.,,, F. . ,..,..... . . .. .. ... .. ..Mrlt1 9s,7:uK tp+-rxrOe•ers €' 4 -- -- -- -' I QYi`SEE?,fR.Rff!L ri.>l3rtea 4rb�t! y„'r. .�_......... _._ t , [ f .. 'virus l [ pj!,Ep _ aY IM.,r,,ecitp.p,!N SOUTH ELEVATION E IOF. . 4 I w- ...... • cwrie +,giL++!nact,iaA [f. (i ,� (1) :-'� 1. f i 7—'jt j.J, Str,OR't, Gi°BD...r •rr.tAr ,Y r 1... ...33e: . r Y.� M +n r..( f�N 2. -._• - _ _ •_ -- Jl (n1 . �+...�. . ig n. r. ea t ri S v'' _. 1 .. .. .. •3 1...••i<j 1f •wR y1 - • 1 G. r�sue�.' , a Y; Y'�r`.Y t�T f1! it :Tio' h�' ;' asw3 soci, i f' y i OUTLINE or or- ER FLOOR••••-•••••• tt. ii .4. t�.. ., 4 �'--� • i" J'.'a t 2 ) Qc 4, 2 ) • <1/4(+S1AVII'iN)ai {II x fib, t 5n+a:11 4114013- I ri 1: E -. ' % . i•�'S'e±- - -"-'t 'I ;tamer ' • 1 ' i ...3 `.S.f.:..x�FY.'YA,.:' y`9i `4RI'/S.' %..;.,...Y.,. ...;x.' ! ^ ?� try -••�� I. .... 1 • 1 ' tit � 1 it ,.. RrGa a +.ar1Yz', , Jr'• , :,:: '�a. j (1 , i`x ...,� • ...ti C }J.� T fir .r •- p t . I. Lx ..e .S i 6t C � 1 i! � t � Z � r' e: ,3sS RRIRc ff �� F1 ➢ ' - x `• ,max ,, S`s., sresie 0: r i Ili ?. A 1 54: 1 ) t, I )' t . ( }' &� ,o � 3 Q zi 7'r � iP i4 CC 4"` • alrr d• t 1.1 U,1 t U OG IZ I— ti , tin : . ` 1� MAIN FLOOR 5I-I � RLNALL INFORMATION . ::: ..: c� t m - _ _ _ — - •- _ ----- .._-._.M.- -.�__ _ i e HOLD FOWN EGHEL'ULE -y SHEAR M LL SGHEGULE T . ir! Rle�w FOLC..uGN9N' MARK SNE Thft ' NAiLSSiE TO • PLATE GONN. SOLE PLATE f 0!itl. NOTES :7t Fin Evolis s. 1: r45 C. (1) 'ttt6'Gid•MOgOf.*EDO£L ' ' :sac fpspat. (2)l*44' '?Q£ t:2,,ls,a .a {.� �` yt5YUC8. C2 '3f 1t.6'C,..•X A'tC 3fS)TFGL4. r01 A3SQ IF 0.L - f23 t@d Oral.- Y.34.4 ? 3r . J •��tarQe .auLxlELa { _ r• (,`� irACE . �3S S6.tI L. ?L51Sx7? 3v•?G �• a A ## II t•u�sTa:i �e23zxsfuc� �' 'T ' _ - n°�i:�i rHio G z .1 f �3: 7, b ��.X IJR73,'9f1 ,� � FF 5 a 3 •' -: Srrfatct!taslra+;a <. dTh t st£S`for2.%ORfl80fi3-'RCE "•r CA:FNL ED5t:5 , • } ? �: E 3{ t•5 .. OG s13z�rSa'oc' z�.4.a fs jpi„55_DL"5Z5 ' 7i?!' GC-XOR QaRfx3$iCE fn C')3�Jr"O.L Po:wed* 4• t 1 . g : r5F swizz; A rat.x.2vv3 L_./ 4sGI:".p: *KL PtBLC I • 3 ' rt^rP�t 4.�.I • I SLR {g iu�. t •• Oc (\ The CM CRfA8f2SCA:ZE "Or°4-•PHLItCc+3 ,a,3 'r0.G' la SLS:531•t,¢ =0"<lL 2-S.s.la II q• *x ' -\', _t',trpt+tJfJ l,-1+spt4 \....f t Si '.'•g0?„, ma.?1£LQ t a t LO , . s J '�g^ to i.[ lacy k - t s i ;yogiIrI"..7.'• SC.^?.S i i st nt � _ ,t� VOTES _ 1. ►ii ` 1 a S. ALL EaCERIORSMALL=_ TO SE �1 ' LI:N.0: - 2. SLOGY_ALL PANELED&G5. Gr*4E.APPROVM. lJPPER F�CJ(>R SH r�RWALL ENEDRM1TiC�N 3 PRanOE NOMINAL 3XPV.MINGAT�.as3-Tf 6FAWEL£as!5RECErMNSEater MIA+JJNG. i 4. ..• s;PRFkID'u : X via. nitre. ''rA:(6:: 5 Ofin&PANES E0E5. ; F .. . r. £: FROYIDS. ZJ2"A.B op43.0.6.A,r x3"X 10-D1emtio °£htE MASHER,OR 12) ibd t) r 0.G: „it 1. PROVSa'JB Ur A 3. $. 2.4" ;L VI IS 3'X 3'x t/A' !am:04d, PLA raintAst4EP» ••^'."^"",•..,••..••.••.•••••• •••••-• ' arr. ....- ....... ,._.x. it .PROvIl7E Ut A$. ip 12 04- til{3" X 3"'X 1i4" SEAR IHti'PLATE rfASMER STUDS SHALL NOT E SPACED 34Q12E Tet!kM w o.c. i it Engineering Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Re: BJ505046 Woodinville, WA 98072 ROCK RIDGE LOT 15 425.481 .6601 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company (Burlington). Pages or sheets covered by this seal: 110373201 thruI10373202 My license renewal date for the state of Washington is August 20, 2016. tr j:.,. 1)* r if -.. h 41 a 5 19969 4-.: t , I OP ,., August 24,2015 Terry Powell The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. I1o$73202 �ttY Ply ROCS RIDGE LOT 4 tiTett Industres,tno. `ttse A 3 Truss lyPe 1 Job P,e,erertce�..,,€� �•Kwr3oo . 'r•�Z�r4-Y nD VSBBRxt46yNQ-1 '1.��QQ.--�---.�"""'•1 'Truss r dried t~able tfNYs'1�1{C;�.^ 2-0-0 ornms 1 a>}PP CK 1D:x9cX 7�QR 1. .7 ,►ob P01 ��-- B,t} Scab g,t5Da0`t5 ,9833 ., Burlington,. T1se Truss 5-6'0 +2-0-0 4x4 neatly at 4' oc along the top chords.3-112" notches for 4x2 outlookers flea y cut ✓`f have 1-112 x V` Truss may , 111 6 4 7 Ili 7.00 FIT 3 : 113. Y1 vA,iV 10 w7M1 =4 2/4--77 11 3xA = GRIP 1 11--0-0 __ - PLATES 11`0"B - Lid 18*�1148 • in {lac) 4fdefi ��'2,Q p�l~L. nit- 120 tT.03 FT o CSI. �Jert(�t-} g nor 2a Ip 2-tl_Q 4.27 Ver{Tt~1 -0.05 8 i it- 2#a Weight:47 lb TC SPAC11titfi. 1,16 fl.'i 1 Q.44 ._._- t L {psi gLum Grip DOL. DC Ho (TL) 1.1� � Q,tJ2 Doc pttriirts- 13C 25.0 7.0 Code C2DO YES (Matrix) iiirectty Weig applied or 5�Q" `�G�t 8.0 Rep Stress lnc� P12L�Q i BRACING- TOP t} p cc bracing. , Structural wood sheathing jied or t0-• �" TOBeL 4.f1 ' Code 1RC2Q12n TOP CHORD Rigid ceiling ode he applied— 13 COL gpT CHORD Rog LUMBER- 2x41.11" No.2 YOP CHORD 2x4 Ni' No.2 SOT CHORDStud 20 OF OTHERS ��133{LC $)'��_1g3(1~C $} s 11-Q-Q- 2�2+3L1{trC 1),g�294{LG 1) All bearing 1 uplifti_C 6) 1t3, 11, 14, 13 except.. REACTIONS. WIax Horz 2 _ or less oirtt{s) 12, 10, 11, 14, 13 except (lb)- Alt 1 Qa 25Q lb or less at joint{s) Max Uplift when shown• Max Gray All reactions ax.Ten. - All forces 25t} (Ib)or less except tlb)-Max.Comp./Max. 45it;1-=24ft; FORCES. BCDL�q•2psf; h-25i1; ��, ht exposed: �'CD1.-=A.2psf; , end v�rxtcat left and right E5- ads have been considered IRC20 2)e 1QOmptl;TC L=t exposed , n. 2) h(3rsecond gust) ( see Standard industry 1) Unbalanced roof 1tv�u��126mp VV�,RS (directional); cantilever left SCE 7`10; exposed to wind (normal to the face) 2) Arid: A C; e o loads in;ilfi eava"2ft� Cat,II; �xp in t 1.00 For studs er t0 wind 1. 1.60 plate in ttte plane of the truss on1Y designer as p Gable beT nd DDOL= or consult qualified building 3) Truss designed far wind Details a5 applicable, indicated. ill plates End D 1.5x4 MT20 unless otherwiseother live loads. 6-0 tall by 2-��4 wide 4) All arebo chord bearing., ie 3 requires continuous des ig 0 for1Q 11, 1�4, 13 Gable4 bottom chard live load nt�s�s=ancu�ent with anys 5 at 1 sf bo bottom chord in all areas where a rectangle.otntt ? Gable studs spaced 0 sf on the 100 lb uplift at 1 6) has been designed far a 1Qvep}oad of 23• p �a�� ' 7)This truss fled far a n other members. able of withstanding _ . �..��,., ». truss has been designed plate call t and nt(s) .10.2 and g *This to the bottom chord and any er5) of truss to bearing is:ti- ��,) etween n by nth l Cede sections R5fl2,11. � � tt.r. �.�will fit b hant�l connectlo ( esidantta mec ternational R 1. rt of this t2.10. ..g} Provide 2tanda dANS sir and de g ,;except (lt�ib) °"� �desir�t�ed to accordance with the 2p121ntritode4 was used 1Tt thQ analy 1Ci) Phis toss is pt e ember end fixl y :standard ANSI ,�referenced r � °x�,� nt't SE( ) Stan a r v,rtilt fixed Heels" 1�1 } ;,�11) SeLOAD tandard Vita ' 49:',,,,,,,:itto'41'0:01. August 2 _•-. , .� _3K"� �2.h\�� am.h. N a �:..� iCl. Yt r �� ,a e >£i41�2"ti,':C�'�'��cs�0 G��`�'PAGE YI�I)''1'+��BEFOREC�OtY1Q rl ,, ✓c `;r% audit M ^ ' and N faCPn 1 E 10- 131 9 USE. + �,<,� �� ,�a�.�� S ON THIS A�t7 INCLUDED� designer-not truss designer,rrtt5ibiitily l.r s >se�only tad This NOS t upon parameters shown. Ilion is the ring pile responsibility of building construction regarding Component .,a: ,��' Verify design Parslne4ers a This design is based res¢ during general guidance re9 or l ateralG oration n l tern bracing to insure stab t�uri for - S is tB-89 and sSCSI1ponsi illity 'rrtn use oalm individual tJliTek connectors. tonal t' cstporary at the building Criteria,O Design valid for erarr3et Ma ng f P only. Additional responsibility p Slt�i t esigney at ationn P memberssuit fabrication, art of trot,stora e. of the overall structure bie is the ,son,wl 537 tg is far lateral suPp permanent bracing erection and tiranir+g, Mad' ,....._. . Additional P e delivery. yg3 p`Onvfrio Drive,eteatof quality control,storage. tlatstitute _�__- tabricab°n,q a#ion aveilal�le Srorfl Safety Information �-- , 1 Symbols Num bering System , Act,' General Safety Note PLA TE LOCATION AND ORIENTATION - 1 44` Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury u Dimensions are in ft-in-sixteenths. (Drawings not to scale) 1114060.11. Apply plates to both sides of truss I 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, is always required. See BCS11.. -1/16" 2. Truss bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, 1, or Eliminator "�""" bracing should be considered. IN14001; 3. Never exceed the design loading shown and never 11 11 int 111111114110, 1111,0010WEBS stack materials on inadequately braced trusses. 04. Provide copies of this truss design to the building For 4 x 2 orientation locate Odesi ner, erection su ervisor, ro ert owner and plates 0- 1f15" from outsideAll U all other interested parties. property y edge of truss. 0 5. Cut members to bear tightly against each other. C7-8 C6-7 C5-6 BOTTOM CHORDS 6. Place plates on each face of truss at each ...... This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1.. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. * Plate location details available in MiTek 20/20 . software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the 4 v 4 width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12,Lumber used shall be of the species and size, and in all respects, equal to or better than that le' Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 9730,.95-43, 96-31, 9667A 13.Top chords must be sheathed or purlins provided at output. Use T, 1 or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but 0 2006 MiTeke All Rights Reserved approval of an engineer. *111 ■ reaction section indicates joint 11 III II II number where bearings occur. 17. Install and load vertically unless indicated otherwise. —� 18. Use of green or treated lumber may pose unacceptable �" "'k environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back,words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. . , , BCS11 : Building Component Safety Information, 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling, theT * SSc(). INC ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. 111 ft 1 RIDGE VENT v RIDGE VENT __I 1 JILDING HEIGHT / 2 _ .. caMlaaalTiaN aao�IN t SHINGLE 91DiN6 i pPER'ftBOR-MATE ______. _ _ I rri ?Ilv 12 '� 6 tQ s? <� ,._ COMPOSITION ROOFING x r. . 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'" „ . . .. . _.... . i 1 i 4)4,12r#2 ., -'- 1 ri . -•••:;•:,:-. _ .. • . r - . _ ....._ , ---..----•=-.....==-=----7.-------:-_-_-_-.7.7. I : 1 1 1 11 11 .. 1 1 [ 1 24" OVERHANG i . :....!!••. t.. ••.... 1 • ._......... ..... .... _ _ , - 1 • • . . .•::• . i = : r 111 i [I, , ; ;I. ....d i 1 )/ '1 . - .. - i i .• '.•.,!. • • -- 1 , I ... 1 , PLATE (di 11 1/S"I .1 4).<E3 DP if2 I 4x07)F4t2 1 1 ... '.. • ti (i 1 r .. t .\\ ... I, • • ; . .• - _ /. •.... . 2 X b D.P.44 2 OVERFRAME 24"O.C. (::1") 1< I 1-41 • I (---- . • i ±..i ' ) ,., ,..... =. = tit = ........._ 7_1 _.. ....... __ __ ..... _ __...„,.„. _...: _., , .,, . .. ,: i . ,, , .. „. 1 i I„ ., ,.., . , .. I ......... ,, ii , ,. ., I 1 0C ..'1 :t>at 2-0" 1 ': .j .f I I 1 . .I I 1 t I i°. ill 1 rowf.f.ft 1 I I I f I' I I OPIRMOMII 1 ,..........-... 1 I • -.4 . I 1 i I / 4'-e, 1/2" - / •e.' 1'.. ; 1 I I I 1 i ii i 11 I e ill . 1- til : -...Hi . ; . . . . • .. It ,1 _IN. .1,i• . ; 1 _____;.-•.... ._ t --4MANLJFACTUREP TRIJSSES 24" 0.C. _ 1-....= _ ...-_-_-.. 17:i •. : I .....) • < •'‘. . I ":,.. r ; i I' 1 l' 11 -...). •••••. "4" ! cl UPPER FLOOR iz,,, ;rn ...:. • .., -4- i I I h , . '. .., 11 1 •. 1 1 .- '•• • 1 i 'III .• I i-- I • . „ .••• r-- ; 1 - II = ---, =rf, il !I; is I r I I [; il ..d > :. • 1 , I I 1 7 . I i! II Z I I .. I ' .")4W. 4.1111004? 000 CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 3811 Rock Ridge Parkway Owner: Four Islands Holding LLC Constructed by: Strandberg Construction Inc. Building Permit #: BLD-2015-0096 Date issued: April 29, 2015 Use Zone: R-2 Dated: November 20, 2015 Authorizing Officia . ./ � � - • -'{ City of Anacortes Invoice/Permit#: BLD-2015-0096 904 6th Street Applied date: 03/02/2015 P.O.Box 547 Issue date: 04/29/2015 J01' Anacortes, WA 98221-0547 AI? C � Expire date: 10/25/2016 (360) 293-1901 Job Address: 3811 ROCK RIDGE PKWY Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P125837 Remarks: New single family residence constructed per approved plans. Owner: FOUR ISLANDS HOLDING LLC Contractor: STRANDBERG CONSTRUCTION Address: 1041 W 18TH ST Address: PO BOX 319 STE A101 COSTA MESA CA 92627-4583 ANACORTES WA 98221-0319 Phone: Phone: (360) 293-7431 License#: STRANCIO2OCC General Information: Fees: Lot Area 14510 Plan Review Deposit 200.00 1st Floor Square Footage 1796 Building Permit Fee 2,220.15 2nd Floor Square Footage 760 Plan Review Fee 1,243.:10 Garage Square Footage 727 Mechanical Permit Fees 105.10 Building Valuation 318700 Plumbing Permit Fee 146.00 #-Forced Air Furnace<=1,000 1 State Building Code Fee 4.50 #of Bathtubs 1 Sewer Inspection Fee 50.00 #of Clothes Dryers 1 Storm Drain GFC-Residential 1,383.17 #of Clothes Washers 1 Sewer GFC-Residential 8,828.48 #of Dishwashers 1 Park Impact Fee 615.00 #of Gas Fireplace 1 Traffic Impact Fee 900.00 #of Gas Piping 5 Total Calculated: 16,695.50 #of Water heaters 1 Deposits/Receipts: 200.00 #of Water Piping 1 #of Hose Bibbs 2 Total Due: 15,495,50 #of Kitchen Sinks 1 #of Lavatories 4 #of Range Hoods 1 #of Showers 2 #of Slop Sinks 1 #of Ventilation Fans 4 #of Water Closets 3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT,ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE • GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. i \iv e- CC-- C4-6-C-4 SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY •' - U .. City of Anacortes • invoice/Permit#: BLD-2015-0096 \ 904 6th Street Applied date: 03102/2015 i ' P.O.Box 547 �.�,�� Issue date: 0412 912 0 1 5 'Y'', ~� �./ ' Anacortes, WA 98221-0547 Expire date: 10/25/2016 �a�' "� (360) 293-1 901 p Job Address: 3811 ROCK RIDGE PKWY Permit Type: Single Family Residence Permit ANACORTES•WA 98221-4516 Project: APN: P125837 Remarks: New single family residence constructed per approved plans. Owner: FOUR ISLANDS HOLDING LLC Contractor: STRANDBERG CONSTRUCTION Address: 1041 W 18TH ST Address: PO BOX 319 STE A101 COSTA MESA CA 92627-4583 ANACORTES WA 98221-0319 Phone: Phone: (360)293-7431 License#: STRANC1020CC General Information: Fees: Lot Area 14510 Plan Review Deposit 200.00 1st Floor Square Footage - 1796 Building Permit Fee 2,220.15 2nd Floor Square Footage 760 Plan Review Fee 1,243.10 Garage Square Footage 727 Mechanical Permit Fees 105.10 Building Valuation 318700 Plumbing Permit Fee 146.00 # Forced Air Furnace<=1,000 1 State Building Code Fee 4.50 #of Bathtubs 1 Sewer Inspection Fee 50.00 #of Clothes Dryers 1 Storm Drain GFC-Residential 1,383.17 #of Clothes Washers 1 Sewer GFC-Residential 8,828.48 i #of Dishwashers 1 Park Impact Fee 615.00 #of Gas Fireplace 1 Traffic impact Fee 900.00 • #of Gas Piping 5 Total Calculated: 15,695.50 ' • #of Water heaters 1 Deposits/Receipts: 15,695.50 #of Water Piping 1 #of Hose Bibbs 2 Total Due: 0.00 #of Kitchen Sinks 1 #of Lavatories 4 #of Range Hoods 1 #of Showers 2 #of Slop Sinks 1 #of Ventilation Fans 4 #of Water Closets 3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY •+******* 0 000.00040 0000000�1t�4400000+♦♦♦♦♦+++♦♦♦♦♦• • • •• JM Climate Pro° `fiber Glass Blowing Wool Y• our home has been professionally insulated to provide superior thermal resistance.• • S1dC? C�/J�GI 1t • • Homeowner's Neme ��/ y�/� y/� /►,! �/ (� / Date 7 + AddressS'i I I PS l.d-r~v i p vL '�, PA1, -it-- 1 `l I y I—iJ 1 i s � * /'! 0t tES State - { Zip 9 ' -I • • City • • • RECORD OF 1NSTALLATt1N •+ • BOWING WfI.QE 13Ai T-s AND:RULL5 . ♦• • DINeit Consttunean 1111.0'441., . , - if-YAlie: • . 1filki(tsess Arse 9taotaied ♦ + a liotraz Depth or•p evict s fnsuiatfgq ' in, Collings kilo. /Q io g , sq.it. + • Number.of bags used EstlrnatddJl•vaiee•of PrNvlonstnsttiltation 12-141 * in. gL sq.ft • � • Area insulated /06) sq,ft. Types.Of PraVlous IAVilatfoikinAttie Wells it4 zi 6, in, 2gg0 sq ft + + 3hiskiresnoflntulalion / $3 in. in. sq.ft + • • fl-valrre•pf insulation ¢�f/�f� Floors � 0 /0 in. J ' G�4sy ft. ♦ • �` ! ` in, sq.tt. • • ♦ . ♦ ♦ CLIMATE PRO INSULATION,RAG WEIGHT—20.5 LB.MINIMUM • • 1 - — ♦ BYAEVE MINIMUM INSTALLED SETTLED THICKNESS(ln1 BAGS PEE 1,000SD.FT. I41AItIMSNINET MINIh1uMWaGl ♦ ♦ fhr•sq.it.•°fIBTtll THICKNESS fin} COVERAGE1sq.lt,I6ay1 i fllis.lsq.ft} + , • 10 obtain an insulation Installed insulation Expected thickness Niinimum.numher of Contents of this bag Thowelght per sq.ft. * resistance 11t of should not be less after longterm settling bags per 1,000 stj,ft. should not cover of installed Insulation • • ` than: has occured of net area: more than: should not be toss than: ♦ . _ _ • • 11 4.4 4.4 4.9 202 0.156 ♦ 13 V 5,2 5.2 5.9 170 0.185 • • 19 7.4 7.4 8.7 114 0.275 ♦ 4 22 8.5 _ 8-5 10.2 913 0.321 + * 26 10.0 10.0 12,2 82 0.384 + •♦ 30 11:4 11.4 _ 14.2 70 .0,448. ♦ • 30 14.2 14.2 18.4 54 0,579 + + 44 16.2 16,2 1 21,6 46 0.690 ♦ •• 49 17.8 17,9 24.3 41 0.767 • 60 21.4 21.4 30.6 33 0,983 4 ♦ Sae roverse.tn dotermine sdjustniant in coverage for Ornate Pro Insulation installed in Minnesota. , * '♦ ` InsulatianContrastarSignature � Date + ♦. f�} � f �y f r� ♦ • Company P /AE' Addr 6gi/1 `701 S'� E phone _666 ` 'rl - 14115 �. . • itrolpfal.vV,4 qg2 z +• ♦ Noma Builder Signature Date ♦ ♦ Company Address Phone •♦ • • • • f • • • Johns K.Avilie • • wr , ♦ ♦♦♦♦•0gP00000C> 0-0000000♦♦♦♦*♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦* Johns mamas,717 17i1i Sweet clamor,Co B0202,spoc.iM.eom for more intimation,nail MI S54-3103 91C-142 esA2 m 20t2 Johns Manville,Printed In USA. . • Yr '�h . , ublic�orks'. . "' - Engineer€ng and Development'Services . . - Residential Inspection . . - Address: Bate_ I 1 1 - 1 . =ti - .��y�Owner: • " ,a�1D4 ti. ' . " . Inspected by_ .�.�� Y.}`'��. t7 . . ' - 3: Water lA pox'. . S •m and level to finished grade or backside of sidewalk elevation_ ' - - : nd box undamaged_ . L _er rn tend customer shutoff installed. - - N ebns., accessible—no landscape obstruction_ • • . - - .0ay installation has-drive-over box and lid. Ir GL 1 r i gate valve intact,- - , • - - . j` . o Teaks at connections_ • 2 Curb and•Gut# , - . • .# o cracks, damage, graffiti, footprints, finishing,blemishes, or other objectionable marks_ ' if road frontage improvements:- . - . • 0 Expansion joints every 15 feet and at driveways_ Q Concrete has.broom finish - • Q -No_low spot at curb line, especially at driveway cut Maximum grade change in • 20 feet is %inch. . - - • • 3. Sidewalk • _ I - • • . 'moo cracks,-damage, graffiti, footprints, finishing blemishes, or other oblectionable - ' • . rrM . A1?A canipliant 1 percent slope to curb. • - If road frontage improvements: . • - ' - - 0 .Expansion joints every 15.feet and at driveways_ • . - • • ' , 9 . Concrete has broom finish • • ' • . 4.- Driveway pr-caches . ' No cracks, damage,graffiti,footprints,finishing blemishes, or other.objectionable � •. - - Af7A compliant_ - . _,• . . • 5; Streets - _ • " Q No.cracks,blemishes. . • If road or alley improvements:., -. - - ' [ . Received proctor and sieve analysis of ballast, crushed rock, and'asphalt - -Received passing rrzaterials testing reports for stab--grade,ballast, crushed - • Q. rack,and asphalt. - . � Receryecl.-tonnage tickets consistent with required thickness-per approved,- - i plans_ . .6_ Sanitary gowr • ' - _ ` al spection card'signed off and/or verified in Building Department database_, • Bleb- • - . As wilt record filed in the address file_ - - _ • • crew cap(s).installed on clean-out(s)_ - . - �,, c lean-outs).set at finished grade_ . 7. Storm_Drainage _ m • . Inspect on-card,signed off and/or verifed iri Building Department database. As-b iit,raeard•filed in address file_ . . . cat blocked or diverted to adjacent-parcel. _ a. Pub_tic-Utilities Out of Traveled Way • �oncxete collars around.City-Utilities. - . - -final grading ok . ' • : ' - . - . s gored to prior.condfion or better:" . 9'. Landscape - . . . D. Bonded for completion at later date_ . • Verged against approved landscape plan: 1 1 , 1 t�'-.x- - - ' [ tallatian_ , Type and quantity of plants. • - • [ od or.seed in place. • - • ' - - . • . - - Rook IYa ffi For t filed). . ' - • " 10..Erosion Can .- Measures . • • , Ps rernoved. • ' - A►ll -s removed. Site clean. - - • - • • • - • ' - • - eeranent vegetation established rn CITY OF ANAC•ATES "AS- WIN" j SeweE Stara NTRACTOR: S_ __ ,e6- PLAT/DIVISION: 0C..-..ee, 42/46 6' BLOCK • LOT ADDRESS: r r , , ' - DATE: /27gV 0?C) . PERMIT# , y AO j 0 i S SCALE __ tiNommilm S T R lE ru � 1 •••••mm - N•ENE irg,r, .. % -Art 1111111•111 MN ' .. _.. f.1 , gli i . - - MIIIIIIPTIIIth ME= 1&i:a gim __... : 7 Aki.% . \, - .1. iivil r i.,,.... . : ±. 4I1i! . _ . l' '-.7 .. _ _ i . _ i • , iiiiiiiiimm • . 11•11111111111E Ili Ell . ..... r . . , , , . , • ),- - ......,- . . , imim. ........., -.um , °CATE&FREE 1 14 ®MGM l I I] WWI rfr APR 071D15 Strandberg -DESIGN 2018 R AVE ANACORTES WA April 6th 2015 Paul Ingalls Plans Examiner • City of Anacortes 360-293-1901 RE: Plan review notes for 3811 Rock Ridge Parkway Paul, Please find attached our response to your review notes for 3811 Rock Ridge Parkway. We have included the following: • Showing the existing street curb and showing the driveway approach on the site plan. • Included another copy of the Structural Engineering Calcs. • included contour lines on the site plan. Please let me know if you need any other information. Jim Sykora, CPBD Strandberg Design, LLC P.O. Box 319 Anacortes WA 98211 Anacortes Planning& Community Development Dept. ` ' - ' Permit Center A 1* P.O. Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Don Measamer,Building Official,Planning Director FAX (360)293-1938 March 27, 2015 Jim Sykora Strandberg Construction Inc. P 0 Box 319 Anacortes,WA 98221 RE: Plan Review notes for the proposed new home at 3811 Rockridge Parkway. Jim, Please address the following items so I can complete the plan review. 1. Show street curb and driveway approach on the site plan 2. Please provide another set of engineering calcs. 3. Show slope or contour lines on site plan. Please contact me if you have any questions about these notes. Sincerely, 16 70/ Paul Ingalls Plans Examiner City of Anacortes 360-293-1901 Hydrant Flow Test Report Test Date 4/17/2015 Test Time 3:45PM Location Tested by Rock Ridge Parkway Commercial Fire Protection Anacortes WA 98221 17199 Bennett Rd 45762 Mt Vernon WA 98273 John Adams Notes Read Hydrant Flow Hydrant 824 61 psi static pressure Read Hydrant 825 55 psi residual pressure Static and Residual taken when pump running 8 ft hydrant elevation Flow Data not guaranteed beyond 1750GPM Flow Hvdrant(sl Pitot Outlet Eiev Size C Pressure Flow #1 1 2.5 ,90 31 935 gpm Elow Graph 75 _ , 2642.2 gpm at 20 psi 50 _ 45 psi 30L11TTT111 • . 1 0 750 1500 2250 3000 3750 gpm eFeated with the free hydrant flow test program from www.igneusinc.cam r r.i 111[1-110-2-DABliV �.I� CHIEF ARCHITECT Kt ASEMENT �.',.�-,7� J,S1 2RA,GPHO ( TRAILE „�•:i I SMALL PARCEL STORM WATER PLAN `. aioRM DRAIN 11D.'12' �I'- . e/... - a,; - - 1"=10' U.N.O. i LONNECTIOH »a _: --' � NB4'1'2 - '�-I\ I- 5P5PN 1 CONSTRUCTION ACCESS ROUTE r A)A GRAM CONSTRUCTION ROAD SMALL BE - LAIE �, _T} --_ -__..---' 'l INSTALLED WHICH SHALL REMOVE A5 MUCH MUD YN7@R METER— - -_,' ,�.V. x jB._ETBACK _-- -L_- I- AND DIRT EROH THB VEHICLES A5 POSSIBLE PRIOR 2-11-15 / r _ ` ----' • • _ TO ENTERING THE PJNLfFI ROADY`V.Y,THE __ `ti ' EFFECTIVENESS AND EFFIGIENG,'OF THE REMOVAL PRRMIT SET :� r - - j ` \ \, I SHALL BE TO THE SATISFACTION OF THE OFF)LIAL .) - i +' ' EXISTING TREES ! SHALL NECLEANNT DON ATO LEASTO E PJBLU BAROSIS. Y �,J I 4l` SHALL BE GLEANED ON AT LEABTADAILY BA515. Cr)r'� / 1 `� I O ESP it 2 STABILIZATION OF DENUDED AREAS /i► ^, - /` I I / Al ALL EXPOSED 501L5 SHALL BE PREVENTED FROM z r'yJ� / \ MOVING OFF SITE OR INTO NATURAL ORARTIFICIAL - - 4- . - T �� DRAINAGE SYSTEMS THROVGH SUITABLE // ,I APPLICATION OF BMFS, — a.). ,,. W CONCRETE OAIVEVYAY .''x�•� -, "'i: {�� r , / - I O SP5P N 3 PROTECTION OF ADJACENT PROPERTIED $j + f PRO POSED GARAGE - • - Al ADJACENT PROPERTIES SHALL EL PROTEGTEP I � _ FROM SEDIMENT DEPOSITION D'AP PROPRLATE USE 1� 7 {1, OF VEGETATIVE BUFFER STRIPS.SEDIMENT / -)I1 7 , �L •__/.. • _ - _ I BARRIERS0R FlL-fEF5,01KEb.8ERM5,OR MULCHING - \ H,F,.,/ , 1� '• ' __ () 5P5P 144 MAINTENANCE eee (,3 _ t / ` j _ AlALL EROSION AND SE DIM ENT CONTROL BMPS ) s`^ir< SHALL BE INSPEGTEDANO MAINTAINED REGULARLY { / I ��'L` 1 J ` - BY THE DEVELOPER TO ENSURE CONTINUEDCO G /' -,� 1 _ _/ 1` '1 //, - I PERFORMANCE OF THEIR INTENDED FVNGTiOTL I �I{f_ 7 6 I E 1^�- / _ ---, • O 5P5PIL 5 OTHER BMP'S k '-� �1� lI Al OTHERAPFROPRIATE BMPS TO MITIGATE THE J / /4 .- EFFEC'S OP INCREASED RUN-OFF OR INADEQUACY �' - !L OF ALRTADY1NSTALLEDBMPS SHALL BE APPLIED AS 1 - y - u ?\ En:Z REQUIRED OR ORDERED BY ENEOFFlC IAL, 1/ \I II ,n \ - --_ 1+ PROPOSE?SFR LANDSCAPE LEGEND $ / iiirr / NATI+'E GROWTH ., • �., . . -�= PROTECTION LANK AREA 16 EASEMENT g �� III �' • o v 9 y: z fw { FI CONCRETE DRIVE '4, �� • I f w az0.m1 50IU(STOCKPILE` - f MULCH-PLANTING BED u., LOT 7i51 n ,� ' • 3 i t,. DECIDUOUS TREE s ', LOT AREA, 14,510 SO.FT. I o •1tr &11 ROCK RIDGE PAf2KY WY +r_ .') CONIFER TREE z O ui n I• ,+, _ WOO- EXISTING TREES `1, `apt• �_l I Y ,_ �' SHRUBS)PLANTINGS lf1 0 O ' '' - �C IUii 'vQ �� 6apq�- �� 5_ Q an d J •- SITE PLAN SUMMARY PROJECT ADDRESS; qiii _ ii 3811 ROCK RIDGE PARKWAY ANAGORTES WA 98221 I, TF a_ ist PARCEL #125831 �_ iE shin In imi LOT SIZE: 14,510 50.FT. IV lacq BUILDING FOOTPRINT: 2,814 SQ.FT. CANER APPROVAL PAGE: % OF LOT GOVERAGE = 19.0 % h, OF, CHIEF ARCHITECT X6 J.SYKORA,CP130 s s /.c ALE J- r 1/6"=1' U.N.O. 5 d,1 2-11-15 1 1, t 10'.0' CD - .-3'-0" A. 2f2'•A• I 74.-0" --1 l'-0' S.z i u L �_ n'w o _ COVERED POftGH 165 SQ.PT. 12'-b" .11'-111,2" / / 12'-9" / — 13'-3" / $ 6•_° '•-' X 3'-s]rr , 5'd 9' 'In, 41'-0" / 19'-0" —y 73 p 1 i r I I 1 ,—," / A'-T 1116'_r5,53 4' 6'i- 4 6'A'- ,t' 4'-I WI6'-� x-'AI(9L yVln jCl Ai<N.LC, ,15 t0,a CATIO.�OF • . _. -�I I_ - (—� \ \ } . — -__ .-- _ _ - f ii l . 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UPPER FLOOR ROOF FRAMING PLAN .L SCALE:V4' 1 S f, 1441 1[re I kill Ill tl I. GENERAL NOTES 1. ALL DIMENSIONS AR E TO FAGS OF STUD UNLESS NOT EP OWNER APPROVAL OTHERWISE. 2. ALL HEADER MATERIAL TO SE D.F 42 ONO_ IHrt, PAGE: 9, ALL EXTERIOR WALLS-ARE 210-lee O.C.STUDS,V4IL£55 Ji I NOTES OTHERWISE. f 4- ALL INTERIOR/Q.I.L5 ARE 2X4-16"O.G.STUDS,UNLE55 NOTED OTHERWISE. OF: 5, PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS,MEDICINE GA5INET5.PTO. COORDINATE WITH OWNER FOR LOCATIONS. CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: Bedroom, bathroom addition and finish 383sgft storage room Location: 3811 Rock Ridge PKWY. Owner: Hunter & Becky Bankart Constructed by: Strandberg Construction Building Pen-nit#: BLD-2017-0219 Date issued: 04/28/2017 Use Zone: R2 Dated: June 1912017 / --)Authorizing Official: (.7)/,1 i • • rcrl 4:4112WCERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: Bedroom, bathroom addition and finish 383sgft storage room Location: 3811 Rock Ridge PKWY. Owner: Hunter & Becky Bankart Constructed by: Strandberg Construction Building Permit#: BLD-2017-0219 Date issued: 0 412 8/2 0 1 7 Use Zone: R2 Dated: June 1912017 Authorizing Official: _ :,° S-V X: Off:_. City of Anacortes InvoicelPermit#: BLD-2017-0219 904 6th Street `, Applied date: 04/21/2017 - a_ P.O.Box 547 Issue date: 04/28/2017 Y` ' ;;' Anacortes, WA 98221-0547�, ,r`F (360) 293 1901 Expire date: 10/25/2018 C Job Address: 3811 ROCK RIDGE PKWY Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-4516 Project: APN: P125837 . Remarks: Finish 383 soft storage room, add bathroom&closet including a bedroom. Owner: HUNTER& BECKY BANKART Contractor: STRANDBERG CONSTRUCTION Address: 3811 ROCK RIDGE PKWY Address: PO BOX 319 ANACORTES WA 9822 1-451 6 ANACORTES WA 98221-0319 Phone: (360) 770-8628 Phone: (360)293-7431 License#: STRANCIO2OCC General Information: Fees: Building Valuation 20000 Building Permit Fee 321.25 #of Bathtubs 1 Plan Review Fee 208.81 #of Lavatories 1 State Building Code Fee 4.50 #of Water Closets 1 Mechanical Permit Fees 30.75 #of Showers 1 Plumbing Permit Fee 55.00 #of Water Piping 1 Total Calculated: 620.31 #of Ventilation Fans 1 Deposits/Receipts: 0.00 Total Due: 620.31 - r - mtl ,t ,v ris -r 'z u� (ti E. r-) *. •.. .. 5L' "'- 01 I,JI rC. (1- rt . r .. w 4. � 3 7 8 a {,q D :x 'o g r •-, ?: -- tiO7 wrn IT? 41 7 55 a a. ,-r ,o iP z cc n .v r THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DA.4,3A I CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMECD�:}- HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS:, OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR got-- Ty-f ; GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER $'rf-E,t�l LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. (P --a '-` Isc.) SIGN URE OF OWNER OR AUTH RI ED AGENT E ' Y "" " m Y11 .11 Y- Fyrrce, Groc From: Measamer, Don Sent: Thursday, April 13, 2017 3:57 PM To: 'Aimee Frantz'; Nelson, Kait; Diamond, David Cc: Fyrrce, Groc Subject: RE: Remodel permit inquiry Hi Aimee, I will forward to email to Groc for review. I would like to see the truss engineering to verify loads. Groc, this should be a quick one once you have the application etc. Thanks Don Measamer, Director I Planning, Community & Economic Development Department P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.299.1942 (work) don@cityofanacortes.org From: Aimee Frantz Imailto:Aimee@strandbergconstruction.com] Sent:Thursday, April 13, 2017 3:45 PM To: Nelson, Kait<kaitlynn@cityofanacortes.org>; Diamond, David <davidd@cityofanacortes.org> Cc: Measamer, Don<don@cityofanacortes.org> Subject: Remodel permit inquiry Hi there, We plan to complete the 383 sq ft of storage space at this house (refer to plan sheet A7). This area will be a bedroom with a bathroom and closet. Attached is a sketch of the finished area. A window will be added to the North elevation and meet egress. What do I need to complete or submit to get this reviewed and approved? Thank you AC,e&Tvcu'itt Project Manager Strandberg Mailing address: PO Fox 319 Physical address:2018 R Avenue Anacortes WA 98221 P: (360)-293-7431 x2 F:(360)299-6660 1 Fyrrce, Groc From: Aimee Frantz <Aimee@strandbergconstruction.com> Sent: Friday,April 14, 2017 8:07 AM To: Measamer, Don; Nelson, Keit; Diamond, David Cc: Fyrrce, Groc Subject: RE: Remodel permit inquiry Will you want hard copies of the truss engineering, plans and sketch?Can someone send me the application or necessary documents needed to be completed? Thanks A(Aimee/Frawi t-3' Project Manager Strandberg cusrobi 140m,ES%LION Mailing address: PO Box 319 Physical address: 2018 R Avenue Anacortes WA 98221 P: (360)-293-7431 x2 F: (360)299-8660 From: Measamer, Don [mailto:don@cityofanacortes.org] Sent:Thursday,April 13, 2017 3:57 PM To:Aimee Frantz<Aimee@strandbergconstruction.com>; Nelson, Kait<kaitlynn@cityofanacortes.org>; Diamond, David <davidd @cityofa nacortes.org> Cc:Fyrrce, Groc<gfyrrce@cityofanacortes.org> Subject: RE: Remodel permit inquiry Hi Aimee, I will forward to email to Groc for review. I would like to see the truss engineering to verify loads. Groc, this should be a quick one once you have the application etc. Thanks Don Measamer, Director I Planning, Community & Economic Development Department P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.299.1942 (work) don@cityofanacortes.org From:Aimee Frantz [mailto:Aimee@strandbergconstruction.com] Sent:Thursday,April 13, 2017 3:45 PM To: Nelson, Kait<kaitlynn@cityofanacortes.org>; Diamond, David <davidd@cityofanacortes.org> Cc: Measamer, Don<don@cityofanacortes.org> Subject: Remodel permit inquiry Hi there, 1 Fyrrce, Groc From: Aimee Frantz <Aimee@strandbergconstruction.com> Sent: Tuesday, April 18, 2017 9:11 AM To: Fyrrce, Groc Cc: Measamer, Don Subject: RE: 3811 Rock Ridge Pkwy Remodel Attachments: Building permit application_3811 RR Pkwy.pdf; Sketch of 383 sq ft_BANKART.pdf Thanks Groc. Attached is the completed application as well as an updated sketch of the proposed finished space and an exterior elevation where a window will be installed to meet egress. Please let me know should you need any more information or would like hard copies of any of the does I've provided to you. Thanks A Civne:e/Frc ,ti,/ Project Manager Strandbergp Mailing address: PO Box 319 Physical address: 2018 R Avenue Anacortes WA 98221 P:{360)-293-7431 x2 F: 360)299-8660 From: Fyrrce, Groc [mailto:gfyrrce@cityofanacortes.org] Sent: Friday, April 14, 2017 12:38 PM To:Aimee Frantz<Aimee@strandbergconstruction.com> Cc: Measamer, Don <don@cityofanacortes.org> Subject: 3811 Rock Ridge Pkwy Remodel Hi Aimee, Here is the application you requested. I will review and process the plans once I receive back the application. Best regards, Groc Fyrrce Building Inspector City of Anacortes (360)293-1901 tc f rf(rlde 1 min t/e6 t/ wef.y/t-crk.Faecig.R.and eczz�e3rai(v)r. 1 Fyrrce, Groc From: Fyrrce, Groc Sent: Friday, April 21, 2017 9:15 AM To: 'Aimee Frantz' Subject: RE: 3811 Rock Ridge Pkwy Remodel Hi Aimee, Please provide hard copies or readable copies. 1 need a clarified plan that shows all doors clearly stated on the plans and must be readable. It is hard to read and understand the plans because the lines are so dark. Please write darker. From:Aimee Frantz [mailto:Aimee@strandbergconstruction.com] Sent:Tuesday, April 18, 2017 9:11 AM To: Fyrrce, Groc<gfyrrce@cityofanacortes.org> Cc: Measamer, Don <don@cityofanacortes.org> Subject: RE: 3811 Rock Ridge Pkwy Remodel Thanks Groc. Attached is the completed application as well as an updated sketch of the proposed finished space and an exterior elevation where a window will be installed to meet egress. Please let me know should you need any more information or would like hard copies of any of the does I've provided to you. 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