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HomeMy WebLinkAboutPermit File 3960 Rock Ridge Parkway SHALL PARCEL 5TO M WATER PLAN GHIEFARCHITEGT�rr _ ^ I r T o ',VP s7 t,• 1 ' 5F5P#1 CONSTRUCTION ACCESS ROUTE _�',/,'/,' .� ;* •;. irs N.N. - Ilk J.SYKORA,GPSD �/ A)A GRAVEL CONSTRUCTION ROAD SHALL BE / F3. 4114 1 • =G�rE As INSTALLED WHICH SHALL REMOVE AS MUCH MUD �0' / / 7 J '} //0 £ AND DIRT FROM THE VEHICLES AS POSSIBLE PRIOR I / - 1'=20 TO ENTERING THE PUBLIC ROADWAY.THE / �' Sr 4 - s - rn.'ie a EFFECTIVENESS AND EFFICIENCY OF THE REMOVAL /, Wilk SHALL BE TO THE SATISFACTION OF THE OFFICIAL, - % / f .. rY r� • • ' B) lik SHAD EENT CLEANEDKED ON AANTO TI-IE PUBLIC T LEAST A DAILY BAS SDVY4Y �d.tili dk �' v .+ y _ - 1,„ O • 3 2 5P5P#2 STABILIZATION OF DENUDED AREAS //i� , `� 0 E x F: _ _ A)ALL EXPOSED SOILS SHALL BE PREVENTED FROM 4 '.‘'+ ' �. f' . ' - .' a MOVING OFF SITE OR INTO NATURAL OR ARTIFICIAL �ry a, r _ _ a DRAINAGE SYSTEMS THROUGH SUITABLE • / « iS APPLICATION OF BMP'5. - ���- r �� - O SPSP#3 PROTECTION OF ADJACENT PROPERTIES - ��+ � .4 I`, m.l.4••.$ ; � ' J W T • CD O A)ADJACENT PROPERTIES SHALL HE PROTECTED __ I 'C�. • �' .. Vb. ilz. FROM SEDIMENT DEPOSITION BY APPROPRIATE USE : /���� * - yam, • , I�i OF VEGETATIVE BUFFER STRIPS,SEDIMENT 16101100111r �Lt, 1�. • •• • BARRIERS OR FILTERS,DIKES,BERMS,OR MULCHING. / \ f` U(' ~r� 1 L / C1~ r t� . ® SPSP#4 MAINTENANCE - _• . / •+� Z�" �'I� 'a % 1 A)ALL EROSION AND SEDIMENT CONTROL BMP'S / •� SHALL BE INSPECTED AND MAINTAINED REGULARLY / / / fn- } - BY THE DEVELOPER TO ENSURE CONTINUED s j� � CO PERFORMANCE OF THEIR INTENDED FUNCTION. • { \ •• ry�p, - Ae041, n +U 3} \gyp,; .1 (.1)1" . O SPSP#5 OTHER BMP'5 /1111rilillir-1111 : ✓ DRIVEVW4Y48 y A)OTHER APPROPRIATE BMP'S TO MITIGATE THE r C11, EFFECTS OF INCREASED RUN-OFF OR INADEQUACY �• / zas„a f/, k � r i OF ALREADY INSTALLED BHP'S SHALL BE APPLIED AS - • REQUIRED OR ORDERED BY THE OFFICIAL. r� - r r' /LANDSCAPE LEGEND i #� . % (.{� / / :n 4�� r E 014' 4/ .-'• LAWN AREA REHrvRANT �' C.., �. \;1 °5F� �J ; ag fit `� •-ir - ON LpY / GARA6E 4.... a CONCRETE DRIVE ert -S '- \ Z z -' W +Q- • • v P12583 Al. f1t w: jelt w ¢C o 61:it-- • ----... .,. V' ti • \2f J y:''rrt1. Y5"S:UKM DRAIF MULCH-PLANTING BED m•, �+ \ IP" ;}.. _ '�I-• _ -k. • 111r �} I • * ! 1 5r7 STOCKPILE f - r '� 'rr..,. t. 1 y r* iert arm ►! r DECIDUOUS TREE . F,�� i - '�0' 1 ` %`_ CONIFER TREE I 44' .".:...' -4- ., .•" - ,.w.�� ,1''5 - -' I •• *A 7 V ,� ♦ .d yIn r ' �c Sfi ; . � w SHRUBS PLANTINGS •,_� �, F � N ate, . .,k N fe • •Q6, i' •# 'ROCK RIDGE - LOT . -- MINIMUM TREE DENSITY �� ? .. �en„.,Ooe.,,,aM (- -1 Geier/hdoa of Sr Total Tree unite Required-The brat number of tree uhlts '�- /� -, apprrequoval to be pr10 NaaN by a regula50.10led projecta tree fl by ioi lohmy pgross ...... �_/ -,,,,„11,,,,, spe aval listed in ry pk s.or private shall t aslwlated by y one t gross —'—/ site area,elms dry putllc or pdva[e sheet dghlaefu�a�,by one thousand z r retie 16.50.12J(0),rneresult of the ralwletlan eel be lee total number of - lOAK 8. ,. t14411C. tree units required For the project appreVal Within the building site_ * '� a •-�� - = x L :' LOT SIZE:11,N265 SQ.FT.TREES REQUIRED;17 ...., ` 's u SITE P LAN SUI"IMAR°7 #:. - PROJEGT ADDRESS: < ' : 1 3960 ROCK RIDGE PARKY�NAY 0_ 1 :•,a ANACORTES WA 98221 w '•• U J 1r7'a_ PARCEL #P 125831 OWNER LOT SIZE: 0.27 ACRES APPROVAL wmu PAGE BUILDING FOOTPRINT: 2,865 SOFT. ` OF: • % OF LOT COVERAGE = 24.02% 41' 1 7r8" / CHIEF ARCHITECT XT 24'-1 1/8" / 1l'0" / 12'-411E' 11'.9' / 2•-10` X 14'-2" / 3'-," .1, s•-r• , s-°. / J.SYKORA,GPBD W3251:9I.sL Q in I 9ra�ez' 3'-n!e•• sa- 1— " , 5,3112- s'o-- ,� s'�6v2" - VB"=1' POP.alas \:V ^-.NE-. Z m 001,3421 1 4.et•m iO .c I _S _• I IIM C y iw Sca PT '' Z Z-4 BEDROOM#2 BEDROOM#1 a C.EwKG w n, 14P sqN 140 61 3I - fY /CEILING 3'6EILINa J d' {fJ m II I- -0- �a tN. I 1 12'-I 3(E' / 12'2" /2'-B 1!2" r 13'-8112" ,( II`I_ m I_068 _I 2P" 2EEE 2ob5 --t - • a'-111a^ -' n`4'-531E —4'0"—fl'-10"xf' 1-1°"�'i 10'-4 112 2',4 1174.1'110"*3,2112",_-� 9'-1112" 1. ' GL05 Er r-'-- 2 it n C151=T s'LEILING n HALL m 14o 5G'FY l` 9 L �5�-1p 116--4,-2'3"-/-8'-0117"--3'-7 / _ p-\ LIN-N 'I • / 4,0—,} ,s 5" `'' O "7 \ 1 iJ 5 � yy 1. f. 40 ' 2- Fl � • t'_ I i s'-11/6"-------�-2'-P 42" 2-9 17 A .�` J - b" 11 M It BATE n�x,;x+.�r �`•° ,I / s.e,��'a.dal,-,a- l".e--/°a�-r.e-��zw" / 1 • u ABOVE GARAGE STORAGE AREA / 9`°" / 1"9" / VE121E16 FIG W1416163,6 f- -91f2 a�b'0" x I 7'-211X��7'-5' X b'-T' / W1116I6 plc. W13 616 PIG W156050 OS. '0112626/+WN-055G n - 441 50.FT. __ \ j 1 '1, 1 '" \ , a",Rom • rEoxae�.r .2- I 4x8®BY I -i� o • 56.x 60 11'-2 316" .Y 4'-0' ,. 3'-3" 4 I55..5555... - TV X ATTIGTRU55AREA - ( 'P`3'-9' ai - '� * W1545405L ! 12 5•00W•R EV .. 1 1-1 61 1 3'HIGH KNEE WALL 2 _ "" _ nyO - = GOVER`cG PORCH yl x - I �( / S _- 109•s4 R - P. _ (fir U s' J fi P O m S. „ ,_ :8 • :._ [ BONUS ON 7 ' _ NI GELLING Z qm Q N 209 s9 ,- C \ r-4`4112 _ 2 ,I 9'L£ILIKG I I I 9'GEIUNG °�,� 'f" ,�j C3 O - 12 e'LEILING �� DINING KITS-HEN1 MASTER 13 m� � ® • 211 sq it G205PT H . 'c95 SGFT '� \ Yx m,, I m m \z ._ w _ ,' 0., . i, 2' ' Lan ,'1‘? TOILET „ h I Q ,f1 r02 T�3tb.. f k 3•.d• ,{0 - a'-6"b'a'SC-9.6.. � 2.6: - o .,o'w 15b605H, WE 3Bb0 P:L_ W9 660.SN `��,r� n Q `. _� 14. _4x1p ID 96"- - - ^ __ % \ 1.... ,� W22 a„9p PIC Y�2,'.','q0 PIC_ r"- 1IE"vV�4::4]0y-77'145H. ',1111- -7'0" '0"-+( 3'-G- I I 1 n 26E6Ti IT-- P• 1 --7 2'-0- .}' a'-5- } 4 r /- 19'-�318' 12'-5" 9'-1 i12 I I I 1 L3,1N s n �''9 112 -1" , 2'-5 112" / 41'-171S" / I r Eb8 3., 'Ir., O —. UPPER FLOOR PLAN I I 9'LEILIKG 2'-„ �= 9'GEILING Z Na-,gyros, 9'GEILING - _ —'- a Z SLALE:118"=1' .# 2'6' 1'10"aIt3'-B 114' `.I' 4'-4'—,r , "'x HALL c GLOst'Y - - ~ I� �N Wf �,"e..�,. 10B e42 Z 1 U I • I o _ o� 5P L� 615aPr � ; n w - f u l0'GEILING K.u.IN6 1v z I I - 3'_ 2, " U P-/-3'-5 12"-, 01.13 ' . / 1/43 n �[ PI 1-1 ,, Ie I I �'� PANTRY II� w 4'0" J 5��, n I I 4': �� fi xv��,. ,.v_�-.mow, LIVING HALL •/ n11_I _ T._ e _ - 555 5G T I I I 80 SO FL III cLaSEr L m a WH LLI c ' 'i'�' POWDER Y \� ;�•.,.�n O - O i2•,31rrk 1 I 1 A'' JCD - - s �013•3 Mvx., >i,� 5565 , ..r,:..,::', :`::>...-y;",;:�.,FL -c,� R� - ' .1x51946. "/ 4-t4EGH.EQUIP_ I I I ally 2'-3" 3'-3369' I/ 4'-61r2"�/ T 1112—/-1,1--/-3'-4'112'f4'-3112'—/-4'-8" Y GOM5U5TION AIR - 1-5�h Q- 21- 1 " 11-E 11' a � - .aw B T ,/ 0 s BIE�D nI m mn z2E lblt rIC. rv�1a,6 F. ILI W:91E1b PG ,505 161E PIC, 1 IIaINP0W5 4B0VE-Y00 AT 1B.-E- 4x5[�9b"r .ox6®96" I❑I p n �� I k M'ShG SH 6320/kp5H 'N 4 I •SYNDIC( 3 y/ 3'-8" 1'-4, 3•-0•• 3'-0 1 4 b '1" / 9'CEILING 9'LEILING f Kl 55441°Y-'z ENTRY OFFICE _ GARAGE ff-' ---I�N Sti"i SG 22 11050 FT1135g1 -I q, h i 1ry fi � I TEMP. E • Cer :.-1:.-1STND16 _2J o1 4 ®96"r• 4 84 c" �•4' Ili, II in 15 3l � . W311970 PIpC, - 470516 1 • V,130E2sH -' O 13?5THD10 /-a.p••. .YX a�a Xd' ./" /1.b'.s�ra••�1�3.-p._ 3'-I" '.. I s.,aae"oo"NE,"��-,,.,�".F.ax J _ 1' " 1.51) .31 "I �._._l- COVE1XEDENTOT _o,o I \ vim_ I — 1 12 sq It �I -- .4�" 1 • jv o� X D0 II —i - KIY_ f\ ,"S �e. n ..,V,ME..,E \ W:0',616PIc,W,u 16.6 P. "' �' OWNER p'6" 0'-10" 0'-ID' - LNINDO I5ABOVE-TOPAT13'-0" I\ J // / 3'�" / T-14T / / 3.4 / 5.41n"�-6I' APPROVAL \\ \\ 10546E 000540CPEP.4x,2A.P.2- INMAL ' 1605.0 tr1010 4 PAC)= 0'-a' ,1' 1e'-5- ."- 3'-0"- /2'.0"_/ B.-0.. J. 2-0"-/ / 11.-B" / 0-4"�- 19'-0" i0:0" �_0.. 12'-0" /i / • MAIN FLOOR PLAN OF: SCAl 1/6'=1' � n . 1 CITY OF DO NOT REMOVE 4::).2-� . ANACORTES PUBLIC WORKS DEPARTMENT L { STEVEN LANGE, Project Manager CORRECTIONS REPORT (\sff..11 P.O. BOX 5d7,ANACORTES,WA 98221 ' Cell:(360)661.3468 ❑ Building codes 293-1901 � • E-MAIL:stevel@cityofanacortes.org ANAG�RTES ❑ Fire codes 293-1925 - ❑ Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. OWNER/CONTRACTOR 1 PERMIT NUMBER ' 9%Qt.- 1 5ubjedt1 A tao !2 - 204,Pcs.d. f YY# ADDRESS DATE i 1 - — .i:AL'14C to OA A,cc+r ❑ NOT APPROVED FOR COVER 9 - ❑ NOT APPROVED FOR OCCUPANCY OR USE i i 0 CORRECTIONS NEEDED ❑ STOP WORK - IatVF ..p •Ir 15 ._. - �..... - .. 4 futtrtFe ,D ,4 tC — f • • • • • i j - - - I ' i• I` i , . 1 - i 3 NOTIFY INSPECTION OFFICE • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste WHEN READY FOR REINSPECTION • Transportation and Equipment • Capital Projects • Development Services INSPECTOR 4%-T Y O' City of Anacortes Invoice/Permit#: BLD-2016-1124 904 6th Street \ Applied date: 03/17/2016 i 4`! P.O.Box 547 Issue date: 05/18/2016 Anacortes, WA 98221-0547 Expire date: 11/14/2017 kJ (360) 293-1901 Job Address: 3960 ROCK RIDGE PKWY Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P125831 Remarks: New single family residence constructed per approved plans Owner: STRANDBERG CONSTRUCTION Contractor STRANDBERG CONSTRUCTION Address: PO BOX 319 Address: PO BOX 319 ANACORTES WA98221-0319 ANACORTES WA98221-0319 Phone: (360)293-7431 Phone: (360)293-7431 License#: STRANCIO2OCC General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200 00 Use Zone R-2 Building Permit Fee 2,539 35 Lot Area 11761 Plan Review Fee 1,450 58 1st Floor Square Footage 1821 Mechanical Permit Fees 114 65 2nd Floor Square Footage 1026 Plumbing Permit Fee 146 00 Garage Square Footage 713 State Building Code Fee 4.50 Deck Square Footage 187 Sewer Inspection Fee 50.00 Porch Square Footage 172 Storm Drain GFC-Residential 1,408.06 Building Valuation 375800 Sewer GFC-Residential 8,987 40 # Forced Air Furnace <=1,000 1 Park Impact Fee 615.00 #of Bathtubs 1 Traffic Impact Fee 900.00 #of Clothes Dryers 1 Total Calculated: 16,415.54 #of Clothes Washers 1 Deposits/Receipts: 16,415 54 #of Dishwashers 1 #of Gas Fireplace 1 Total Due: 0.00 #of Gas Piping 1 #of Gas Water Heaters 1 #of Water Piping 1 #of Hose Bibbs 4 #of Kitchen Sinks . 1 #of Lavatories 5 #of Range Hoods 1 #of Showers 1 #of Ventilation Fans 4 #of Water Closets 3 4:1110KCQ 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: 3960 Rock Ridge Parkway Owner: Strandberg Construction Inc. Constructed by: Strandberg Construction Inc. Building Permit#: BLD-2016-1124 Date issued: May 18, 2016 Use Zone: R-2 Dated: December 15, 2016 Authorizing Offici . ♦ ♦ • Climate Glass i rtr • • Your home has been professionally insulated to provide superior thermal resistance. • ♦ ♦ ♦ (y�� / ♦ jHomeowner's Name //ll /`/�,q ,r� Lh-��/G� (by /t/�Y�L'1,/1.��(/y 1 •Date � �• Address �,�hi'D /2 PIP/LY i ' t Ida 4 jt't �/ // • • Co �/ Iy74. L o1� "S slate �/�� z �JIO�L( ♦ ♦ •/ ♦ ♦ •♦ ♦ RE COW GF •BRISTALLATION •♦ ♦ ♦ .MOfNANI WOOL '. , .., BATTS,AND SU!!S . ♦ ♦ • QNew Cnnstfuptign'' .If Retrofit: . . :MAUL " 70014ESS';.AMMNSUTAt0 • • Ilfletrotlt 11eplhofP(evlous Insulation', In .; Ceilings . p. *% /2 in ., sq.ft.• ♦ ♦ ♦ •NliMberofbels used Pshmate4Alvaltteof Previoustostsllalion X flX kJ6t J(7/ in. . $g, sq_it ♦ � Area'Insoleted '. : f /O�/sq.ft. :Types Of PleWuosplsulationia Atfis : . • Walls . AZ.( 5, 447in. . , )sq.ft r � � 'Thickness of Insulatioq )D, in. . ',11( ,5,�j in :570 sq.ft ' ♦ • • 'A:VaIiebtlnsulation' ails! Floors', ' . t100 . I0 m. ..110 SR It . ♦ sq f., ♦ _ ♦ ♦ CLIMATE PIIO INSULATION,SAG INEIGI1Y-21.5 LS.BAII181H91Aflf1 ♦ ♦ A.YA1,Ok '''. - tlIINfR111UdIN$TA1.kI0: ♦ ♦ .' , N)Axl,Aluj4i.9&1, MlNlik9UW1Wk713Ur' Ihr!sgitorst0{., . 7NICf(NE$s gm): SErf1,E.1"1!IgKNkB5ft0. ':'6AG•.. I',.•SU1 Ff, ♦ ♦ . _ +,CVEU(;G (sq,N•/da91 fr.'.:•;.'.il6iletjdt.) ,.. ♦ ♦ Installed insulation Expected thickness Minimum number of Contents of this beg The weight per sq.ft. • ♦ To obtain an insulation should not he less attar long-term settling bags pert,Moosq,ft should not cover of installed insulation • resi ♦ resistance(8)of than. has accused of net area: more than: should not be less than: • ♦ 11 4.3 4.3 4.8 209 0.150 ♦ ♦ 13 5.0 St 5.7 176 0.179 ♦ ♦ ♦ ♦ 19 72 7,2 84 118 0.266 • ♦ 22 8.3 8.3 9.9 101 0310 ♦ • ♦ 26 9,7 9.7 11.8 85 0.371 ♦ •♦ 30 11.1 11.1 13,7 73 0.432 � ♦ • 38 13.8 138 177 56 0.559 ♦ ♦ ♦ 44 15.7 15.7 20.8 48 0.658 • ♦• 49 17.3 17.3 23,5 43 0.739 • ♦ 60 20.7 20.7 29,5 34 0.928 ♦ • • ♦ Set reterse IC determine,nq&shnrtt in totempe for Climate Pm lnsule0nwnstalled in M;nnesela • ♦• /1/ �/ j, Ir J 1{� ♦• ♦ Insulation Contractor Signature 74 1. It v2i/L'//11 Date Jt�,7M ♦ ♦ L �// ♦ � Company P 'i Address �'� 7��`" -' � -' Phone /'1�il ' (� 1 J f /& ♦ /�/ ♦• ♦ Home Builder Signature f 1 Y t'/i'u)fZ22 lbi�r `/ 727 ♦ ♦ ♦ ♦ ♦ ♦ Company Address Phone • ♦ , • ♦ 21441 ♦ ♦ ♦ ♦ J has anville • ♦ ♦ ♦♦♦♦ O ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ For more mfevnnpn,call I-80D 6943101 01C-162 4/13©2013 Johns Manville.71711th Street,Denser,CO 80202 • • Public V V orks Engineering and Development Services Residential Inspection Address: 3c1 6 IecxyZ6 � wUa Date: Owner: .ate e, 2_,\J c:a c Contractor: ►�1111� �fbitt) Inspected by: --ibti rlkc,uv �7 - 1. Water Meter Box Set firm and level to finished grade or backside of sidewalk elevation. idd box undamaged. [�''`Water meter and customer shutoff installed. debris, "Accessible—no landscape obstruction. [] Driveway installation has drive-over box and lid. Customer gate valve intact- -Nb leaks at connections. - • 2. Curb and Gutter S , , _ leeks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. •• If road frontage improvements: . l] Expansion joints every 15 feet and at driveways. ❑ Concrete has broom finish. I] No low spot'at curb line, especially at driveway cut. Maximum grade change in 20 feet is '/ inch. 3. Sidewalk C�t e:)11C.Er, t� - ❑ No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. ' ❑ ADA compliant—1 percent slope to curb. - If road frontage improvements: ❑ Expansion joints every 15 feet and at driveways. ❑ Concrete has broom finish • • 4. Driveway Approaches S • rup No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. y ADA compliant. • • vi SrStreets--- ❑ No cracks, blemishes. If road or alley improvements: ❑ Received proctor and sieve analysis of ballast, crushed rock, and asphalt. ❑ Received passing materials testing reports for sub-grade, ballast, crushed rock, and asphalt. ❑ Received tonnage tickets consistent with required thickness per approved plans. 6. Sanitary Sewer _aJp'•kbection card signed off and/or verified in Building Department database. s-blt record filed in the address file. [mew cap(s) installed on clean-out(s)_ ❑- C1 an-out(s) set at finished grade. 7. Storm Drainage �� nection card signed off and/or verified in Building Department database. ErAs built record filed in address file. H1 of blocked or diverted to adjacent Oitth S. Public-Utilities Out of Traveled Way ❑ Concrete collars around City utilities. ❑ Final grading ok. ❑ Restored to prior condition or better. 9. Landscape CO k- ❑ Bonded for completion at later date. Verified against approved landscape plan: Vz —V z - k-6 [ stallation. • ype and quantity of plants. [ Sod or seed in place. [ —Reet-barrier-(receipt filed). 10. Erosion Control Measures . BMPs removed. All dedremoved. Site clean. ❑>>termanent vegetation established. crry OF ANACORTES "AS- i.UILT" 11 Sewer arrf - _ CTOR: . 5 7. �i PLAT/DIVISION: &et /i -e BLOCK - • LOT ADDRESS: 3 ,c k i DATE: /7.PERMIT �,J,2 O/6-//.,9 ' SCALE = ■ R ■ E T iiii.•i..IEflhiUI.ith ;m ■■■■■■■■■■■■■■■■1i■■®■■■t, mu11 - ■ ■■III■■■■■■■■■■■■■Ii■■■■■■■■ ■■■ ■■I=■■■■■■■■■■■r■111■■■■■■■■■■■■ �. ■■II■■■■EN ■■■■■�•■■■■■■■■■■■■■ ■■_I_i■■■■11■■■■■■■ 11■■■■■■■■■■ ■■ ■r,1■■■■ ■■C 1■■■■!. AINEW..EL ■ ■ ■ ■l11■■ ■■■■■ M■■■■■■21iM��II■■■ ■■'�■■■ ■■■■■6■■■■■■■��■!N__ _.� ■■■ � 111111111111MINIMIMEMEIREIMIEMOINEEMIEMINIEMI mmummonummoomoommimmoommmo ■■Il■■■■ ■■ ■■■■■■■■■■■■■■11■■■ • ■■i1■■■■■■■ ■■■■■■■ ■ ■■■■1■■ ■ i■■1■■■■■■■■■■■■■■■ ■ ■■■iumm ■ - ■u■mi ■■s■■1■■■1■ ■■■■■■ ■■1■■■e■ ■ ■■ NE i■■■■ ■■■■■■■■ ■■■1 ■■ MINI■ ■■■■ ■■■ ■■■■ti■■■i■ ■■;111•■■■■■■■ir■1■ ■■■■i■■■■■■■■ ), ■•111■i■■■■■■11■■i■w■■111■■■■111■■■■ ■■■■■■■■■■■MMIEME,1!■■■i■■■■i ■ 11111111111111111•111111111111111111MEEMMIRIMMIENIMMIN1111 ■■■■■■■ ■■ `MO■■■■ ■MPAITIMIIII ■■ ■■■■■■! ■■■■UU■■ r■■ ■■ ►■ , •OCAtiSTREET(S)ONWRID lq-0 Jld ççd CITY OFA ACORTI S "AS BUILT" ewer NTRACTOR:,- 544-1,66,615 C PLAT/DIVISION: J k 44 € BLOCK . LOT ADDRESS: .39�00 ioecC'l c.I' KGi--s DATE: J u/ 30 o/� PERMIT# ,7j L c J vgQ/6 l/�' SCALE �- + i y , -'F n - ° �"+ S f( 1' " e -s' ri 'f �s 4�.-� ''- f A'1 (� T :.i. : . . imilini NI ...All. / , , I1I ! II C Un' IIPffIiujpiI ° . :- op MIIIIIIIIMAU.11111111, II , III • NM t1I:I!I i!J]ii1i' mom P . ,4 ,OCA ET(S)ON GRID 5 / 4It may,-/// . • . Washington State Energy Code: Component Performance Worksheet,Type R-3 Occupancies • • Lot 9 -Rock Ridge 3960 Rock Ridge Parkway • Anacortes WA 98221 • • • Main Floor: 1,821 sq.ft. • Upper Float 1,026 sq.ft. . Heating System.Size . � � : Ducts are located in unconditioned spat 1 • Conditioned Floor Area• . 2847 . Equipment size over design.load 110°/ v Conditioned Building Volume • 24597 Btu/hour output 39,739 Weather Station i Anacortes • .i<w •11.6 Component Performance, R-3 occupancies . Code Target Valpes: Proposed.Design Values • - . • Area UA Area .UA . Vertical Glazing U = 0.300 427. 128.1 389 109:4 Overhead Glazing U 0.500 0 0.0 0 0.0 • • Doors U =.0.200 • 24 . • 4.8 24 . 6.7 FlatNaulted Ceilings•U =:0.027 . 1821 49.2 . 1821 49.2 W • all(above grade) U = 0.056 3261 182.6 3299 184.7 Floors U = 0.029 1821 52.8 • .1821 52.8 'Slab Grade F= 0.360 � 0 0.0 0 _ 0.0 . Below Grade . _ • 2'.depth,wall :U =•0042 . Q. • 0.0 .0 0.0 '.depth, slab F= 0..590 ; :0 00 • • 0 0:0 3.5'depth,wall 0 0.041 :. . 0 • 0.0 0 • 0.0 3.5'depth., slab F=.0.640 . 0 0,0 • 0 0.0 • 7 depth,wall U 0.037 . 0 0.0 • 0 • 0.0 7'depth, slab F= 0.57.0 • . 0 0,0 0 0.0 • Target UA Total 417.5 Proposed UA Total . 402.9 . Target Credits from.Chpt. 9 1.0 Proposed Credits from Chpt. 9 1,5 If the Proposed UA 5 the Target UA, and the Proposed Credits From Chpt. 9 are' 1 than the home meets the 2009 WSEC. • • Check other code requirements • • Copyright 2010,WSUEEP10-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 3/16/2016 1 of 6 Washington State Energy Code: Component Performance Worksheet,Type R-3 Occupancies • Vertical Glazing Plan • Component. Glazing Width Height . • •lD • Qescri n . . Ref. U • . : Qt.• . ..Feet -• Inch Feet 1" • Area UA - W1 Milgard Montecito V • 0•• 0.280 1 3 ° 6 ° 1.8.0 5.0 W2 Milgard Montecito V 0 . : 0.280. 1 1 a 7 ° 9.3 • 2.6 W3 Milgard Montecito V 0 0.280 1 1 4 7 ° . 9.3 2.6 W4 Milgard Montecito 0 • 0:280 1 2 6 6 ° 15.0 4.2 W5 Milgard Montecito V , 0 . .0..280 1 3 ° 6 ° 18.0 5:0 W6 Milgard Montecito V . .0 _0:280 1 3 ° 6 ° • 18.0 5.0 W7 Milgard Montecito V b: 0,280 1 3 6 6 ° • 21.0 5.9 W8 Milgard Montecito V 0 : : -0.280 1 3 6 6 ° • 21.0 , 5.9 W9 Milgard Montecito V 0 0.280 1 3 6 6 ° . 21.0 . 5.9 W10 Milgard Montecito-Patio Door V • 0 0:290 1 6 ° 8 ° 48.0 13.9 WI Milgard Montecito _ V 0 0.280 1 1 6 1 6 2.3 0.6 W12 Milgard Montecito . . 0. 0.280 1 1 6 1 6 . 2:3 . 0.6 W13 Milgard Montecito v 0 • 0.280 1 1 6 1 6 2.3 0.6 W14 Milgard Montecito V 0 0.280 1 1 6 1 6 2.3 0.6 W15 Milgard Montecito V 0 0:280 1 4 ° 4 ° 16.0 . • 4.5 W16 Milgard Montecito V'_ 0 0.280 1 6 ° 5 °. 30.0 8.4 W17 Milgard Montecito v 0 0.280 1 2 6 2 6 6.3 .1..8 W18 Milgard Montecito V , . . 0 0.280 1 2 6 2 6 6.3, ••1.8 Wig Milgard Montecito V 0 0:280 1 1 6 1 6 2.3 . 6,6 W20 Milgard Montecito V 0 0:280 1 1 6 1 6 2.3 • 0.6 W21 Milgard Montecito V 0 • 0.280 1 2 ° 4 ° 8.0 2:2 W22 Milgard Montecito V 0- 0.280 1 2 ° 4 ° 8.0 2.2 W23 Milgard Montecito V 0 • . 0.280 1 2 ° 4 ° 8 0_ 2,2 W24 Milgard Montecito V 0 0,280 1 2 ° 4 ° 8.0 • 2.2 W25 Milgard Montecito v . 0 0.280 1 2 s 4 ° 10.0 2.8 W26 Milgard Montecito V . 0 0.280 1 1 6 1 6 2.3 6.6 W27 Milgard Montecito ► 0. 0.280 1 1 6 1 6 2.3 0.6 W28 Milgard Montecito v 0• - 0.280 1 1 6 1 6 2.3 • 0.6 W29 Milgard Montecito V • • 0 . 0.280 1 1 6 1 6 2.3. 0.6 W30 Milgard Montecito V " .0 . 0.280 1 5 ° 4 6 22.5 . 6.3 W31 Milgard Montecito V . 'o • 0.280 1 5 ° 4 6 22.5 6.3 W32 Milgard Montecito V j 0 .0.280 1 5 ° 4 6 . .22.5 6.3 i v : 0 . :0.006 0.0 0.0 V 0 0.000 s • 0.o 0.o v . 0 • 0.000 0.0 0.0 V 0 • 0.000 • 0.o : 0.0 v o, 0,000 0.0 : . o:o v 0 o.000 0.0 0.0 V 0 .0.0.00 0.0 0.0 0 0:000 0.0 o.0 v 0 • .0.000 0.0 . 0.0 V 0 0.000 0.0 0.o 'w 0 0.000 .0.0 0.0 V 0• .0.000 0.0 0.0 V . 0 0.odo .0.0 0.0 Copyright 20101 WSUEEPIO-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 3116/2016 2of6 Washington State Energy Code: Component Performance Worksheet,Type R-3 Occupancies v _ 0 . 0.000. 0.0 0.0 + .0 • 0.000 0.o 0:0 + 0 oo a o 0.0 0:0 + . .0 •0.000 • • 0.0 . O.o + . 0 0.000 . • . 0.0 •o.0 D: • o:000 • 0.a o.o + • o .o:000 o.0 oo • • • Sum.of Area and:UA.• 389.2 109.4 • •Glazing Area Weighted U •0.281• Exterior Doors Plan Component Door • Width Height ID •Descriptiori •. . Ref: U Qt. Feet inoti Feet •in ' Area • UA 1 Ekemet Door'sf less than.24.SF • #N/A 'NA 1 3 ° 6 a 20.0 Codel Door + Custom 0.280 1 3 ° 8 ° 24.0 . 6:7 + 0 ' 0.000 0.0 o.0 + .,0 • 0.000 0.0 0:0 +. .0. 0.000 0.0 0.0 + 0 0.000 o.o. o.o + 0 0.000 0..0 • . 0.0 v 0 • 0.000 • 0.0 • 0.0 + 0 0.000 0.0 • 0.0 + .0 0.Qo0 0.0 0.0 + 0 0.000 0.0 0:0 If exempt door is selected, must be s 24 SF. Sum of Area and UA 24.0 '6.7 Copyright 2010,WSUEEP10-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 3f1612016 3 of Washington State Energy Code: Component Performance Worksheet,Type R-3 Occupancies Overhead Glazing: Plan • Component • Glazing Width • Height • • ID _ • Description . .Ref. U • Qt. • . .Feet . Inch. Feet inch Area, UA 0-• 0.000 • 0.0 •o.0 v I • o . 0.000 . 0:0 0.0 v 0 • 0:00o • 0.0 0.0 .0 0:000. 0.0 :•0.0 0 • b:boo • . o.o • ad v 0 0.000 o.0 0.0 o .o.000 . • 0.o • 0:0 Sum of Area and UA 0.0 0.0 Flat/Vaulted Ceilings Plan •. Component • Attic . ID Description • _ .Ref. U Area UA Manufactured Trusses WI R-49 Blown 'Custom 0:027 • 1821.0 49.2 'r' • .0 0.000. 0.0 V 0 0:000 • 0.0 v .o a:000 • . • o:o • . . • Sum of Area and UA 1:821.0 . 49.2 Copyright 2010,WSUEEP10-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 3116/2016 4of6 Washington State Energy Code: Component Performance Worksheet,Type R-3 Occupancies Walls(Above Grade) Plan Component Wall ID. • • 'Description •Ref: : U NetArea: UA 2x6 Wall With R-21 Insulation Custom 0.058 3298.6 184.7 v .0 0.000 0.0 v 0 : ' 0:000 0.0 V V . 0 • 0.000 . 0.0 0 b.000 0:0 V 0 0.000. ' 0.0 0 o.00o 0.o v 0 O.oOo . 0.0 b o.Ooo . 0.0 0 . 0.000 0:0 '0• 0:000 • 0.0 0. • .o.obb . 0.o v 0 0.000 b.o Sum of Net Wall Area and UA 3298.6 • . 184.7 • Floor(over crawl or exterior) Plan. • •'Component• • . . Floor_ • ID • Description Ref. • U • • • Area UA • R30 vented Joist 16oc v i 10-3 : 0:029 1821.0 52.8 v 0 . 0:000 . 0.0 V 0 . 0.000. 0.0 0 0.000 0.0 • Sum of Area and UA 1821.0 52.8 Slab On Grade(less than-2 feet below grade) • Plan • Component Slab . Slab ID. Description Ref. F Length : UA, o• .0.000 0.0 . 0.0 0' '0.000 o.o * 0 • 0.b0b 0.0 • • • Sum of Area and UA 0.0 . 0.0 • Copyright 2010,WSUEEP10-000(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 3/16/2016 5 of 6 Washington State Energy Code: Component Performance Worksheet,Type R-3 Occupancies . BelOw•Grade Walls and Slabs: 2 foot depth - . .• Plan • Component ..• Wall . Wail • Wall Slab 'Slab Slab. ID • • • Description - •Ref.• • U : Area VA • • • F • Length UA fl v :b . - • b:000 . 0.0. o:obo 0.0 V . 0 . • o:oob 0.0 0.000 .0.0 • o 1 o.bbo . o:o .o.bob 0.6 b • ado° • . • 6.6 •O.66o o.O . . . . . . . . • . . • . Sum.of Area;Length and UA 0.0 0.0 . • .0.0 • 0.0 • . . . . . Below Grade Walls and Slabs: 3.5 foot depth Plan Din-patient • Wall Wall Wall Slab • Slab Slab ID • Description • • Ref. . U • Area . . • UA- • • F. . Length UA • v .0, : 0:000 . . 00 • 0.000 . 0:0 V .6. ' - °bob o.o 0:006 00 -,--- v o• 0.000 .' . • 0.0 b:boO . 0:0 V p o.bod • • .• oro 6.006 . o.o . . . . . , • • . • • . . Sum of Area, Length and UA • 00 . • 0.0 0.0 0.0 . . . . . . • • • • • . . •- . . . Below Grade Walls and Slabs: 7 foot depth . . • . • • . . . Plan . • Component - Wall Wall : Wall • •Slab Slab • Slab ID Description • Ref : U_ Area• . UA .. F Length •UA ,V O. • 0.0.00 • '• •0.6 ' o.bbe .o.O V 0 • . 0.000 . - 6.0 6.000 . Ob V • 0 0.600 0.0 . 0.000 : 0.0 v 0 b.obo ao .o.000 o.o • • . . . . Sum of Area:Length and UA 0.0 • . 0.0 • 0.0 • OD . • • • Chapter 9 Options Total:of 1 Credit Required . Opt. • .Opt. bescription • la . High Efficierioy•HvAC Equipnient 1 E . 1.0 lb • High Efficiency HVAC:Equipment 2 ic High EffiCiency•HVAC.Equipment.3 • . .0. • • 2 High Efficiency HVAC Distribution System n 3a. Efficient Building.Envelorie 1 . . • • El • 3b Efficient Building Envelope 2 • • Li . ad SuPer-EffiCient Building Envelope-3 . 0 . 4e: Air Leakage Control and Efficient Ventilation . . 71 . . • 4b Additional Air Leakage Control and Efficient Ventilation 0 . . • 5a Efficient Water Heating. : 0. • 0.5 5b High EffieCiency Water Heating . E 6. Small Dwelling Unit . D • . . 7 Large Dwelling Unit El . . • .8 Renewable Electric Energy • LI kW • • Tote!Credits 1.50 Copyright 2010,VVSUEEP10-009(Version/0)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 3/16/2016 6016 Strandberg CONSTRUCTION INC. November 22 2016 Paul Ingalls Jim Baldwin City of Anacortes Dear Jim or Paul, The landscaping including plants and trees located at 3960 Rock Ridge Parkway, Anacortes will be complete by no later than February 22, 2017. Based on our commitment, we'd like to gain certificate of occupancy. Please issue upon final inspection. Thank you. Feel free to call with any questions regarding this concern. Sincerely, Wendy Misencik EXCAVATION • CUSTOM HOMES • DESIGN PO BOX 319 2018"R"AVE.,ANACORTES,WA 98221 360.293.7431 PHONE 360.299.8660 FAX www.strandbergconstruction.com Ctet 4. 1 4111111W 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: 3960 Rock Ridge Parkway Owner: Strandberg Construction Inc. Constructed by: Strandberg Construction Inc. Building Permit#: BLD-2016-1124 Date issued: May 18, 2016 Use Zone: R-2 Dated: December 15, 2016 Authorizing , ' - - C ._ City of Anacortes Invoice/Permit#: BLD-2016-1124 45 904 6th Street Applied date: 03/17/2016 $ P.O.Box 547 Issue date: 05/18/2016 10 Anacortes, WA 98221-0547 ,(, Expire date: 11/14/2017 .rr s (360) 293-1901 Job Address: 3960 ROCK RIDGE PKWY Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P125831 Remarks: New single family residence constructed per approved plans Owner: STRANDBERG CONSTRUCTION Contractor: STRANDBERG CONSTRUCTION Address: PO BOX 319 Address: PO BOX 319 ANACORTES WA 98221-0319 ANACORTES WA 98221-0319 Phone: (360)293-7431 Phone: (360)293-7431 License#: STRANC102OCC General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 Use Zone R-2 Building Permit Fee 2,539.35 Lot Area 11761 Plan Review Fee 1,450.58 1st Floor Square Footage 1821 Mechanical Permit Fees 114.65 2nd Floor Square Footage 1026 Plumbing Permit Fee 146.00 Garage Square Footage 713 State Building Code Fee 4.50 Deck Square Footage 187 Sewer Inspection Fee 50.00 Porch Square Footage 172 Storm Drain GFC-Residential 1,408.06 Building Valuation 375800 Sewer GFC-Residential 8,987.40 Park Impact Fee 615.00 # Forced Air Furnace <=1,000 1 Traffic Impact Fee 900.00 #of Bathtubs 1 #of Clothes Dryers 1 Total Calculated: 16,415.54 #of Clothes Washers 1 Deposits/Receipts: 200.00 #of Dishwashers 1 #of Gas Fireplace 1 Total Due: 16,215.54 #of Gas Piping 1 #of Gas Water Heaters 1 r, -I 11 I1 T #of Water Piping 1 71 s � v rri #of Hose Bibbs 4 n ID rw - #of Kitchen Sinks 1 �, +- b- VI #of Lavatories 5 o! �a` o-. li 3 - #of Range Hoods 1 CO = 0 ,• r #of Showers 1 °Q p.' u U -" .-r as r n #of Ventilation Fans 4 " ;2 'Q #of Water Closets 3 ' ' r '� J F• L n J '' i] fl •• • 3- IN -I ,I 6 J ,•. y. ''' a No a kJ 1 _R -i . try 'T' '3