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HomeMy WebLinkAboutPermit File 4111 Cherry Lane `.- .1,9., Job r< Ca_ H I t i eke) IF CITY OF ANACORTES Title ifl- t 1 we-9 SPID`t I/Ov)t=-e_ l KI' Engineering Department Calculated by DATE 360.293.1920 ' s. Checked by DATE f ,+t�! Sheet I of 1 SCALE _ ■ L ■ ■ .M. r ■■ = ■ 111 iI"tiill r ■ ■ i _ l_ _II;11t L_ ■ � _ _ I _ J _1 ell _ - • dr [ r 0 I + H f 1 H � - I 14_� 11 1 I -- T II I. 111 !I ; I r + L �- 7 1- SI � j — I H�� i I � I I i! � ,_ JJ � _II 1 r I I � ---_ __ _, 1 eY IG F . . iI , gi H I -i-- '- 1 MI- F. I SP ,... - iii 1 _POW - Pla.-�;K a !m; . ss- 2 pt _ _ c CITY OF ANACORTES "AS-BUILT" r Sewer /� Storm CONTRACTOR: OC,C.A-zr COY@ �/ PLAT/DIVISION: Or it our eli BLOCK " V 5 I LOT ADDRESS:/ �qui (Kerry Gii DATE: S /2/ d G / �/T PERMIT it / SCALE ( \' / S= , ,_ 0S TREE T _ - - - _ 0 c 4- calk � .-� Cr t A I 1 1 LOCATE STREET(S)ON GRID MAP c`T o„ CITY OF ANACORTES WASHINGTON y�oA�`' BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 4111 Cherry Lane STREET&NUMBER Owner. Irving Construction Constructed By: Owner OWNER OR CONTRACTOR Bldg. Permit#: BLD-2006-0193 Date Issued: June 2, 2006 Occ.Group: ir1 Use Zone: R1—PIM Has Been Inspected And Occupancy Is Hereby Authorized. This 25th Day of September 20 06 • AUTHOMIZI 6 'AL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. _ 3 1,II Final Inspection Checklist 1 Site Address: tit/ // I/ � t/y Peanut No.: 0 6' P- d/ 73 I Date Issued: C oning: Occ. Group: Constr. Type: Owners Name: Tyv, 09 (a .7 5 I. Owners Mailing Address: State: Zip: Variances: No Yes Safety Glass: No Yes 1 Sewer Fee Paid: No Yes Hand Rails: No Yes I/ Sewer Inspected: No Yes Guard Rails: No Yes V WSEC Compliance: No Yes Traps: No Yes v Attic Access: No Yes V d Stove: No Yes V / Smoke Detectors: No Yes Water Pressure: No Yes T&P Drains: No Yes House Numbers: No Yes V Insulation Cert.: No Yes_42 Site Drainage: No Yes Curb Cut: No Yes • Crawlspace Insul: No Yes v Bedroom Windows: No Yes Water Heater Strp: No Yes 6 Vapor Barrier: No Yes I/ D.W. Air Gap: No Yes v Water Meter Box: No Yes 1/ Auto Garage Door: No Yes 1` Exterior Decks/Landings: No Yes !/ - 'Outside Caulking: No Yes Garage/House Door: No Yes Inspected By: /ace / Crawl Space Access: No Yes j/ Date: / /.2-//4 Exh. Duct/Dryer Vent Dampers: No Yes 21/2006 10:24 360403839E AMERICAN INSLILATION PAGE 04 JET STREAKATTIC CARD FIRER GLASS GLOWING INSULATION r^'3i"""'n " BATTS OD BLANKETS THERMAL PERFORMANCE(ATTIC APPLICATION) When installed in accordance with the man- The stated thermal resistance(R-value)is provided by in5tanmg in accordance with the manufacturers instructions,the ufecturer's recommendations,Knauf betts required number of bags per 1,000 sq.ft.of net area,at not less than the labeled minimum thickness,Failure to install and blankets will provide the full R-value. both the required number of bags and at least the minimum thickness will result in lower insulation R•vatue, I ` l' -4) 1 '} i^i ,p" i4't�yv h �tI ,;;T" ,a fiy e CI ZI; 1n a✓ 1 ,,,n,r i '-.o.no 1^4 ,;,, Ydt I: ";-1% x4,,f, „4 L. i' e , Irt s r �. a �' rrPt rs 44e, "°P rr,7n1 1 ; rk .Tn $) TukyJ„�t ?;, To a11181a as�, IoslaNml lefdhlrlen 4Nan ies a T uw Insulatloe taslolaaee sheule eel he Ta obtain an The hmtbm or hale) -Matta;or this bap The welgAVrS Inafllkli le?alallen Mamtea lasaaten (I-Value)nit lass than: bwamaaa raewteren 1SOW of net area Alamo not grim el Fo/allne[molaeen Amin oar lot alwdl am be *vow m: would wit roan`t helm more mot should as ire mxa la.: INS than: teas Me: R-38HD am" R,60 31.7 31.6 SF .952 LBS 19.75' 19.75" R-98 12.00° R-49 25.3 39.5 SF Jet LEIS 18.50" 16.60" " R-30HO 625' R-44 22,1 _ 45.3 SF .663 LBS _ 14.75" 14.75° R•30 10.00" .11Z.R-38 19.0 _ 62.7 SF .569 LBS 13.eo" 13.00" R-26 9.00" R-30 144 _ 69 7 SF 431 LBS _ 1e 25° 10 25" R-22 6.50" R-26 12.4 F10.9 SF 371 LBS 9,00" 9,00' R-21Hl) 5.50° R-22 10.4 46 8 SF .313 LBS 7.75" _ 7.75" - R-I9 6.25'" R-19 89 111.8 SF .268 LES 6,75" 5.75" - R-lEHD 3,50" R-13 8.1 _ 164.3 SF _ .183 LBS 4.7S' 4.75" R-13 3.50" R-11 5.1 997,E SF .152 LBS 4.00" I 4,00" sag RatWsipht-Ncadiol 301tc.,Minimum 20 Ms 1 R-17 3.50" coverage and hetellehne ante were determined ueln a Vohs• slit"II blown mnehme In third 2,a air 2satge and 15b' R-8 750- of 5"NlonaAyntortgaled hose. 9 M !rear wilt opennle, psi p 24.15 Ins 5 m.lh,Cnnlnma to Mal C OM and The ordeal conforms to the perlonnance rwquiremenra of ASTM C 7o4 Type I,rind esncelled Federal Sraolarahon HH-1-f03]a,Type I,Class 2. Folaral spedfiCeaar HH•I.321F. R-values are dot emlried In accordance with C 687 am3 C 516. i •'R°moans realatance to hest flow.The higher the R.velsa,Ilm greater the inabOlatg power.To got 9hn malleen R-value,it c nmentls3 that Ihls in•nlauon be Installed repent,If yea do it yourself,set inslmvdions and follow the m caratubv fnahlribns do not wine will FIR paekage. •9ndnpendwa Wm Mews average sotfl'gtorthh type of(Kulaied 10.07tb np3Inches,affecting rho R-vawe by lassthah One bald one perr-r.M, tehkh Is thmnatly insignificant EQUIPMENT REQUIRED coin'hsnlr°llIsareoawM maenad(nlunIna i Tot achieve labeled R-value,this product must be applied with a pneumatic blowing FRAMING ADJUSTMENT ij machine end a corrugated hose with a minimum.25"internal corrugation,a mini- To compensate for framing members,the number of bags per 1,000 sq.ft.of mum length of 150 ft and a diameter W at least 37 Coils in tie hose should not be area to be insulated should be as shown below. 1 less than 36"m diameter,Acceptable material feed rate is 5-35 lbs./minute. N„-, ,,6Y , Reoommended feed rate is 15-25lbs.hninute. 'w`'..�,'^„, 5,„T �i'n� _ - BUILDER'S INSULATION STATEMENT 2x4 n 31.2 91.9 R 30 2x8 3m 31,1 Batts and/or blankets have been Installed in conformance with the above recom- 2x8 30 5 30 3 ti 1 mendations to provide a thermal resistance of.. _ �f 2x4 24.5 24.9 u qZY 'v; y +p R 49 _ 7x8 74.4 24.7 xs - . .. 2x8 24.1 24,5 Attif,Area R- �} at Inches 2x4 21.5 21.7 _ ' (, 2 i R-44 2x6 21.2 21.5 2x8 20�9 21�2 1 Sloped Ceilings R- at Inches 2x4 18 4 18,E I' Walls R- at Inches R-38 2x6 18.1 154 1 2x8 17.8 182 6 Floors(over an unheated crawl space) R- al Inches 2x4 93.E 14 ap' Crawl Space Perimeter R- at Inches R-30 2x8 13.5 13.8 lI 2x8 T3.3 13.6 j 2x4 11 9 12.0 Date Instated ? • � •(p R-26 2x6 17.E 11.8 E Blown insulation has been installed in conformance with the above J axe 11.3 11.6 - recom endafons to provide an R-value of:R- 3 F using 2x4 9.9 10.1 bags of this insulation to cover g:314 square feet R-22 2x6 - - 9,7 9,9 of area at a minimum thickness of3 t 2x8 9.4 9.7 inches. 24 8.5 8.6 . i(a giAy., G �4aSc``a11t R-19 276 82 8,1 NoonceciterC,np1LC_ 2x8 79 82 . -Ih �tY . C?r1 iS) ( 2x4 56 5.8 enrFrare Doe R-13 2x6 5.4 5.5 2ra 54_ 5.1 _ eve l 6alxerfslgnan,mi 2x4 - 4 5 4,7 R-11 2x6 4.3 4.55 a"T.T. J.• 5�u,��}.- . omn L ?A4.1 4.3 64104 k1Yauf 81N-AC-14 NOV 2005 OIAVF INSULATION ariX One Knauf Drive,Shelbyville,IN 4617E (B00}825-1434 exit,Min FAX(317)390-3876 www.Knau11164a m 13,2(05 Knauf IneulsAon GmbH 666 y@ G 21l2006 10:24 3604038398 s AMERICAN INSULATION PAGE 03 INSULATION CERTIFICATE AREA,DESCRIPTION, R-VALUE THICKNESS vk 50 94" This is to certify the insulation has been installed in conformance with the requirementq indicated on this card. Installer's Signature � � , ,a'. , r . 1r wM"'4 pate: `7- 1 1 - Lip ti.ir 4 OP_ `rsR OrcR - cnrs Cnm y Name(Builder) Address American Insulation 8106-192nd St NEJArlinpton,WA 98223 360-403-8202 kpp 6 Uoi t404-1 0001 041 '66/2006 002 --sir Y. Oy d Permit Fees 006059 ♦68.03 ., City of Anacortes Permit#: BLD-2006-0250 904 6th Street Issue date: 04/26/2006 P.O.Box 547 Expire date: 04/26/2007 "> U),: Anacortes, WA 98221-0547 Job Address: 4111 CHERRY LN Permit Type: Foundation Permit ANACORTES WA 98221 Project: APN: Remarks: foundation Owner: IRVING CONSTRUCTION Contractor: Address: 819 COMMERCIAL AVE Address: ANACORTES WA 98221-4130 Phone: (360)293-6354 Phone: License#: General Information: Fees: Building Valuation 3000 Building Permit Fee 38.50 Plan Review Fee 25.03 State Building Code Fee 4.50 Total Calculated: 68.03 Deposits/Receipts: 0.00 Total Due: 68.03 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 COONNSTRUCTION. 1-4 SIGNATURE O NER OR AUTH Z AGENT ISSUED BY 7• . � 44 h Site Address: 41 w t C k-leIZZI tAbJ — Parcel No.: P124-o4.2 Lot: 59 00442E6Block: Div: �y Addition: §, :4ri E '.@°k.4 ''�WV e . 'r x+. '.u�.L 8 :•.l tin 4� ,yis' ; �+ v m 0.� 1F B ', w i Name Name Name IRVING CONS1TZOC1toN C&RP*Rlvtiotl FIb2i2pA1 BRAIg IRVIN& Co NStzuC1'Ion1 C,oQ,?t lo4 Mailing Address Mailing Address Mailing Address 819 CO,AMERe%AL RdEsluE.t Se ITC & P.o• att SSo S19 Cowueac.IRL AustoE1 Spat 6 City: State: Zip: City: State: Zip: City: State: Zip: RNACoRYES / WA 98221 B t/Imes ot, , WA 98228 ANAcotat% , WA 9Sn' i Contractor Tic.No.: I RVI h1 cc.4 44-KG 3b0 293 (a3$¢ PhoneNo.: $lob "t33 305o PhoneNo.:3(co29363-xpDate: ' Phone No.: Contact Person: 3o44nl aft NI LEY or Sco7( song, PhoneNo.: Stet 293 &354— mE' ^J a mw- rv�q •s• Vl Lvaj7N," �� � . .il t t '. ' .cry n _ . luau (Check One) Single Family: V Multi-Family: Apartment: Condominimum: Senior Housing: Retail: Office: Restaurant:_ Manufacturing:_Storage:_Bank:_Assembly:_Accessory: Automotive Repair: Other(Specify) DESCRIPTION OF WORK: 500 t.1 Datclog .0NLy QEP,Mr-t (Fuu- klZhisT To cocLOL ) Street Setback: 20 ft. 2"d Floor: sf. (Circle Y or N) 1n Side Setback: ID ft. 3`d Floor: ^ sf. Shoreline/Wetlands Y J 2"d Side Setback: ID ft. Basement: 13O sf. Water on/Adj.To Property Y ca Rear Setback: 2D ft. Occ. Group: 2-S hob U-1 Soils Report Y CiP Use Zone: 1L-1 Carport Area: — sf. Sensitive Area Y 6 Type of Construction: V Nog.(74:rrels Garage Area: 5Z I sf. Latecomers Agreement Y Lot Area: Ill otD sf. No. of Stories: I t Fire Hydrant(250 Feet) t N No.of Dwellings: I Building Height: 'S" 1-)-0 Variance Y tfp Lot Coverage: 3,12E (36.02o) Deck Area: ZS(o sf Covenant Y CS"' 1"Floor 244i s£ Flood Zone X A AE VE I -it 3'D 00 Project Valuation(Labor and Material Cost): �P (o. THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION II AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN l8O DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE I PEAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK/1 WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. SIGNATURE: ` C.li i _ DATE: 3.23-D4, "^dpz k' ✓11 ;Y c . . i .i a. t < �: a � V 1 ;Aki i ��5� »0 ll 8^ Cris*** °: ortztneviViingeraeateet alram. p... , ° Ii ihrION1 0 Site Address: 4-I I I e-War''( £W1tf: Parcel No.: P124-04z- Lot(s): 5a oRCNRRDS nBlock: Addition: Contact Person: JDt4�.l ( LOI-F4 sr 5cof atirg& Phone: 360 24:t3- 654- j^i':: ^,».sR`•'.:1*f';'0.3* =ntY'"i[.°K'Yfx"r:�mu;r;�aw:x,na.wdn.• :.,:3 yS5ake.F.':V�pj�"x�'�45„s^,.3.. -r.r'.r.u,;:"1:•'IxY9„'+.•J;Iv;.d:5'•S" »'�[n�.�i>sx.�� ,d - Tp":.�.n r��,y1�.x . 'i:+',. _�1l'Cf"a?'�t:�":_f..['?IYn"lik.'P,> 4�'Fs�,a.;s. '� ,.. ;a'I }}�������' :¢ s.i4:t .. �. ...f.d S.:. ..;':!it6.�."C ttka�.. +knt::'����S�'- N' .S, ��'.�.; .X 4.._,: ;f i.�'Y..ao'��.Kd h'e�i�:, 4.;4' R .�x`:;�r...... ..§.r'tie 4'<� Name: IRYing etem1-R.0CiXon.l Co1r l'oRFlTiof�l Name: tR.'.i1x4G ecgSTR e-c 1 CoR-Pottemot.1 Mailing Address: E319 CeM.ov10¢etQL h c. SUrrE G Mailing Address: 8t9 CoiALkeRctAL RUE- So i-te. G City ktc*corZ.'CES State: VJPS Zip: 'Bz2I City: YtIv RCDr2Xtr-S State: kiN4. Zip: `1&Z2I PhoneNo.: 36b ZS% e3tMr PhoneNo.: tit 29% 6354-' qq� /�'v{, "" `3'`r'c`:.d.. j1ti a:.'A{.t,3.;.. ?.'3'+N£-..:..s'{: +_`;5,..A:'.a�,rtr'''��ye++``-/'} ��{�S�,t t(J; i F:::�f. E3i;' >•ri."S''^ ;'fe kFJJ.§i4�L" ', It^�z:'�'. �skY.. .?w [��'�:'�j.. ^.'R�?i �`.$S..[:,j.. ..!n..S.�-...Y`y .•+1++'+4�„��'n'J 'A::: ..av v [[ . .. "' ..r .xSa'Y=a,.M.-CiA Ii A-�y.qn.n}.{..c..... .Fn.... .. ......,.a::"'.n - .p....,.y,�':e•.i 5 :.}.. ! ' No.: Type of Fixture No.: Type of Fixture 3 Water Closet 1.5 GPF Air Cond.Unit HP 2, Bathtub Refrigeration Unit HP z Shower 2.5 GPM Boiler BTU/HP Dishwasher 2.5 GPM I Forced Air System BTU 4. Lavatory 2.5 GPM Floor Furnace Kitchen Sink 2.5 GPM Wall Heater IClothes Washer � Clothes Dryer Urinal 1.0 GPM ,5 Ventilation Fan Drinking Fountain ( Range Hood 1 Floor Sink or Drain Pre-Man£Stove or Fireplace ✓ Water Piping Gas Fireplace 3 Hose Bibs I Gas Water Heater Back Flow Prevention Device ✓ Gas Piping Other(Descnbe) Other (Describe) THUS APPLICATION IS RECIVED BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM PLUMBING AND MECHANICAL CODES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE COVERING THIS TYPE OF WORK WILL BE COMPLETED WITH,WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTION. SIGNATURE' M •` DATE: 3- -ciI/ p I' T z ie t�pt F'a i l jhV` 'i.(i+Te`i.s..ry tix "7 :`'. ;,g S s �% o ShrvR d r t :�F4.;14,-�{,jk' z3 ?0F J p r f , , Y`T F I 1 }. l M"�.'t:. 1 �"i lie; �7,,',' 4/ ... 1 i m Jl�t k �i:,:if Yl'iln.i+;'� � P r�s�j, rn r{I Nya,i t S -�,n 7s � `st i'+'�u �v$�,j3nR�e� �wr t7' "' n� � � r ! ro V .3'� �s �a9 b b r Iv. $ a?J +f... r t .e s�r J ht#a t t G . err a c r 1 ;r t vy r r _ e ca ' .; i H ri �;,,:6 ';,i,`y&.,uN4,4 x. ,iti," +s Ct,T' x; ' '` t*z, �''t. ."''l� l i,ik tits; 14ii ;� o :tisili .'l`iit:rl r� t I 't � � ,� r€ s r� K a a'j, Uwa ar'% 'd t4t05 'Y® ' l'di•;' ' @ 6 I W `t 4g` �y7,� '$ r�. a v�' �y,� ";* �kta ,,.%" „ si f v;^a �2r .._.:..v.,.�...�,l.r..aays)4 :fit M:I�,stH ^�' .. wvuuR:�u+a5y 5�.s . 2•� �"}0;�9,"��,�", '.r.;z g �.>��tiPe..'�`&Y�ila:�x^am ews�'�`i Site Address: 411 l ellerzttI LAlt Parcel No.: P124 042-- Lot: 59 Datums Block: Div: Addition: .: 'a a,740. " I;F, "u.a.�;4 U'E o R + J ,"'p rc s ��strrn([''y}}...I�z. 'xf W��+ t � I'� `7.a nr g i F i`,�'Mu „ �' ,rs,4 .yy. 'yd, q"„"'°' 's,'gi l�n�ltQ z� ,ra Y-.� Xtii,is�xn n7�R %'tt uE610.qD$.3'l�`iw�ai i�t+'�::II�'Y's "�'Fi:�!�kan.s,��.' ix�t;:.�r"1+3C',.x.© s�li�.Pi,:b�C'�1 e,1B sri`�5i ' t7��M�..`���.�s4w, �.. Name Name Name IRNNG CoMStRoatoM koRPO2AYIoFI IibRI2o4 BRNK IRviMG C0106 uciloa toRPaztrticW T Mailing Address MailingAddress Mailing Address SIR Co MERc;A AV L F,rluet SotiE fa P 6 lA c.IR O. otc Sea gt9 w►tfxL AuEt3 �r DEt 5utTE ( City: State: Zip: City: State: Zip: City: State: Zip: Rsose, •CIS , WA 9$221 86wAtar(44 , Wft RS228 AN11eo2YE5 , WA gBzzl Contractor Lie.No.: I RVI N cco44-le0 PhoneNo.: 3b0 MS (a3$¢ PhoneNo.; 310b "133 305o Phone No.:31co2ct3b$54-ExpDate: Contact Person: 3oW4 CPWag or Scaly gi VW(i Phone No.: 34oa 293 6354- (Check One) / Single Family:✓ Multi-Family:_ Apartment:_ Condominimum: Senior Housing: Retail: Office: Restaurant: Manufacturing:_Storage:_^Bank: Assembly: Accessory: Automotive Repair: Other(Specify) DESCRIPTION OF WORK: NEW RESIDENCE ':F^ r at 5 i Y4 s Ir'�+th ^" M' 5�'R" .! �tttLat T 'GPF Ls"rv'.. ��.L'"Y �L;B r�;">'"et-' r t t" . a „i€`t +ter 4f,c+4 kOx�, as arSah t �P_ ` , 1 N .tie d.A , .r ?tit. s Y r`nnkknn.g tL�t ' z " ii Gt�z~ �� 9 �3' �' da. Cf� tAS.++zt hi �. .� � , m Street Setback: 20 ft. 2"d Floor; sf. (Circle Y or N) l 'Side Setback: ID ft. 3`d Floor: sf.2y O Shoreline/Wetlands Y c:, rd Side Setback: iD ft. Basement: 930 Sr t Water on/Adj.To Property Y. fb Rear Setback: ZD ft. Occ. Group: R-1 Fos,0-1 Soils Report Y an Use Zone: 2-1 Carport Area: sf. Sensitive Area Y Type of Construction: V/ Notl-RRtEt. Garage Area: 52.1 sf. Latecomers Agreement Y Lot Area: lZ,WD sf. No.of Stories: I r Fire Hydrant(250 Feet) (7) N No.of Dwellings: 1 Building Height: t l7'-p' Variance Y c115 1 Lot Coverage: 3,(2S (zhost7D) Deck Area: Z54 sf. Coven fl tl CP 1"Floor 244-1 sf. a'3. ,tt Z,� aG-1ED Flood }l�6 t l 1 VE I Project Valuation(Labor and Material Cost): 51(-12)5- MAR 2 } NOB THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BU -t LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN ISO DAYS OF THIS APPLICATION. BY �i��... TblEE&HM EBY'CERT FY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AST OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TTPE OP WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. SIGNATURE: ,y, )-L % DATE: 3'23-c4. ejepoaooLe — © len A L • CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL CHECKLIST (This form is to be completed prior to issuing the building permit) r Site Address: 141 (2S1 A4 . l_e.... e Date: 4 —t\-0P Contact Person: "A— . C ,\ Phone No.: 8.43— &3 S-tf Assessors No.: +p(> 4 n 41— Lot: SS 9 Block: Addition: ©y cinw,A(j (Building Department Checklist for Completeness) OK NA OK NA ❑ Fire Department Access [f El Fire Hydrant Located within 250 feet ❑ Fire Flow Required ❑ Site Plan El Shoreline or Wetlands 0 Covenant Approval IDVariance Required 0 Regulated Slopes ❑ Plat Facts and Findings Compliance ❑ ❑ Survey in File ❑ ❑ Fill on Site Received and Reviewed by Date: '1/44 _t t '0 b (Engineering Department Checklist for Completeness) OK NA OK NA ❑ 0 Water Extension/Meter ❑ ❑ Sewer Extension/Connection ❑ ❑ Street Improvements/Sidewalks 0 0 Site Drainage Plan ❑ 0 Covenant Not to Oppose Future LID ❑ 0 Latecomers Agreement ❑ ❑ Street Drainage 0 ❑ Driveway location,slope,culvert 1 ❑ ❑ Storm Drain Extension Received and Reviewed by: Date: (FURTHER COMMENTS$ Zoning: 1g t Qua, Lot Size: 1 2 ono dr. Coverage Allowed: Actual Coverage: C� t' Ti OPEN SPACE 1 1 s 1NA'-'W-1w.00' — — T— aw saiciw `"�°M'"w LOT 59 y TOME OPM. , as 12,000 sr I is—nonsus I "The Orchards" I Anacortet,WA \ it \ \ \ \ h 1 I T V 10'REM SMACK TINE r% T id . \ @ Optional Conc.=±276 ` @ Elevation=32"!fi , Optional Deck a I (" 6 MS WEIMEM.w.En i sor=w oloP°i:771 I ' I MI wave lwOfM L = I b SEAM•.,MnemMa / I I \ a Lrl � II R sidence I A I ' LOT 58 :irb a-v irx I� Adjacent Lot La x tot Porch I @ 1 k �i v MS i I Iw� I� _ I TS I aaWwm na r-- e / .1 MIL EIEVAIION IF f p I � WOW WE LOT 60 I wm/C.w"®"a Adjacent Lot I. I I / . Garage I COMM E MM . PffialZ I • rMn •. + I L t 20'Mtn SETBACK ME Iti - T•---�_ J 1 I , ® 0'PUBLIC MINT F/SELIFM .ES MAI �mw IF F) . _ — _ — B'W 100a — Ms kd✓aOEL fe I— `S 1'RB'3 ammucnow MOM es . " ° 1 I Maewa w a SW Or an. monea ewe "r ar-o• x u-o Dam wean--- a•COMMIE WESWI o —it __ Row ceINS Mill MR OMELOWEff PM WM IX a PER DURING CONSTRUCRON,THE RUNOFF WILL I;t's EX1 W-0E '4Is DealnLiir FURSNran'oawmw n� RE CONTROLLED WITH SILT FENCES AND SHALLOW&WALES TO PROTECT THE CHERRY LANE ADJACENT AND DOWNSTREAM PROPERTIES. ANY OR ALL OF THE FOLLOWING ADDMONAL was-la I — MERIODS WILL BE USED AS NEEDED:CATCH &SIN INSERTS,STRAW WATTLES.ONERSION SWALES,COVERING EXPOSED SOIL WITH , PLASTIC. STREETS AND DITCHES WILL BE CLEANED ONLY OF EROSION RUNOFF,IF MY. OMIT MIMYM PM WE K PM WY PM �amroas Comic US — PERWW1wWEMof mum Nora a v In1WM PR PROEM WE/umEum MO TEN so tan W SITE PLAN ti. • STRUCTURAL CALCULATIONS FOR LOT 59 THE ORCHARDS Anacortes, Wa. April 3, 2006 Job No. 06-049 PREPARED BY: OWA 9F '., yr )44 161 SCHEMMER ENGINEERING INC. Ass w� 317 Commercial Avenue, Suite 101 V 1 kr ;h Anacortes, Washington 98221 8 (360) 293-9006 ' •< FGts-rER�ja``' www.schemmereng.com �'•g� L G EXPIRESS 04 / 16 101 ' { I DESIGN ANALYSIS 1 CDN^rllTID YY 3DhT SHEET OF iiiiiiillial3DE 34C. b!--099 SCHEMMER ENGINEERING INC. PROJECT G.97- C9 %/7/ a `677,2-`, r_` 1SUE,JEC7j M ✓`,/G A:%:.(f_r 3r - U ° 85 me-I EXF 8 wL 1,0 )\ Y X,0 Quo - /5. 9 !ALF too x /.a X IS9 /S ,9 fgF (6e-tie? (A✓x /7Gri-C( I K! /f /4/ ' Gave/.. 6' n/e a/ -- l�X //O z /ZO K. .mil Gs/�ti- 7ti lv 7 75 = 7./7/ F& r /03 4M ' /, /7/Y /.o= = /. ZO/� 01 0,20/ Fit_ /. 67 ' cm c .Slv/x /./08= . 60 . . Sas c_ -0 x /. Zo% = - 10 9 SD, 3/5.s •Gab =', yoy I'-- (o ,.27. I, o Cc, = 4 V -9Z t I0 LzX 8O7 ;W = il / - W etti 62 & 1 vJ rr} i 6-',rh�- i LE rJ6 i' 1 35r44-'v-F-te- I GOt-gMiY—+�Te.. 14/ S7lo 9.S lo/ . A ; ia.s /572 //-S 97 C. I /3. /rz fivz3 /3'/57 / 02zz 1 /3.c /994/ Z. l 73 / 0/2 Z Z 6 /9 Z73 , 7 Z91Z Z c- MC- /tos6 9% 31-/ 6 a. /727 /o,.S /OS- H /!0 230y IFS-- /z5— / o,'ZZ c // s7.1.° /6 3 &: y ! olo•s /lo/ / K /E — Zoo f t /g 2_ `-71, /0 7_5-9 r / M .3 '32 /? 3 _7 Al II IC '? 8 /9S' DESIGN ANALYSIS COMPUTED BY DATE ISHEET qF CHECKED BY DATE JOB NO. SCHEMMER ENGINEERING INC. ,PROJECT SUBJECT W4c Lit (FL C l rt� SIfC�'(� G GA/GT/L SN ! 0,447t1h-/✓/S 0 7 S'//a- /S/ZC Z Z �-z /�,s /79 P /3S /620.1- 1ezz =3112. / z 2_ 9/ Z Q /Z,f /5-009-- zS-P2_ ro72 i /? 3 _?&0 y32 z 777_ C /.-51 Hot P Doe✓✓ SC/iEOe1' r —S 7ND/OOOTN2 /tv /oft /-/ ',ra Z4 0- H;T/(o '-7 ALL-TY/?c4,0 ti /3Er7 `/SCI G�'oXK Rob Gee/D.7. Tnle: Job# Schemmer Engineering Inc. Dsgnr: Date: a E' ,1 2c Vat':0C Description: 317 Commercial Avenue; Suite 101 Anacortes,WA 98221 Scope: your title block information. Description 06-049 ()CC awned, Category Ai r:- 7-02_ Table. 1-1L:JU` ISO T ab;r; 1333L 5 - ,.Y" : Buildings a,3.^, othoi structures that represent a low hazard to human life in the event of fail. Occupancy Importance rack:: .- 1.00 ASCE 7-02 01.4 Seismic Use C:au:. 1 ASCE 2-02 Table .0.13 proand Motion ASCE 7-02 9.4.' ? 2003 (BBC; 1615.1 Latitude = 48.465deg North Longitude = 122.617deg West Location: Anacortes, Skagit County, WA 98221 Max. Ground Motions, 5% DsmN'ne. from USGS 1396 maps 3 4 = 1.171 g. 0.2 sec response c 1 = 0.361 g. 1.0 sec response Site Classification _- � T ASCE 7-02 Table 9.4.1.2 e003 IBC, Table 15.15 1,' "D" : Shear Wave Velocity BOO to 1,200 fit/sec Site Coefficients Fe& i=v ASCE 7-02 9.4.1.2 4 2003 IBC 1615 f.2 (us eg straight-line. Interpolation from`able values) Fe 1.03 Fv a 1.68 Maximum Considered Eartg€sake", Acceleration ASCE 7-02 Equation 9 4.1.2,4-1 8- 2, 2003 IBC aquatic)!is 16-3E & 16-39 r3 = Fa * Ss = 1.205 SM1 = Fit/* S1 = 0.606 Design Spectral Acceleration ASCE 7-02 9.4.1.2 5. 2--3 IBC 1615.1.3 SOs = StrS ' 213 = o.sch5 S01 a S tN1 " 2/3 = 0.404 Seismic Design Cateoory = D ASCE 7-02 9 4.2.1. 2003 IBC 961E 3 SOS is most severe Basic Seismic Force Resisting System ASCE 7-02 Table 9.5.2.2. 20003 /BC Table1617.6 2 Bearing Wall Systems Light-framed walls sheathed;v/wood structural panels rated for shear resist NOTE! See ASCE 7-02 for all applicable footnotes. Response Modification Coefficient " R" = 6.50 6u,iding height Lupus System Overstrength Factor " Wo " - 3.00 Category"A E. 8" Limit No Limit Deflection Amplification Factor " Cd " = 4.00 Category"C" Limit Nc Limit Category"CD" Limit Lm't =65 Category"E" Limit Lima=65 Category HF"Lmit. Limit =6.` Rob Gee/D.T. Title: Job it Schemmer Engineering Inc. Dsgnr: Date: a a L6 i. ✓"-,r' !e 317 Commercial Avenue; Suite 101 Description Anacortes,WA 98221 Scope your title block information. Page 2 Dascripticn 06-049 Average Floor Area per Level= G ft2 User defined Shear Carrying % Ratio= 0.000 Reliability Factor " :. " = Oh'. Eo'.uivaient 5<2:':'erai Force Procedure _ ASC_= 7-02 9.5.2.` 2003 LEG 0,.7.4 The -_6J kei Late-T.: Force Procea1I& ,.=Irc PCG Cr�,;C i ; E _"0: SiOiF FoCr'-OG 9 5 Determine tu6iooino Period "Cu"factor from Table 9.5.5.3.1 = 1,40 Per ASCE 9.5.5.3.1 the true fundamental Building Period shall not exceed = 0.000 sec E.iciidinc' Period "Ta " Caicu9ated from Approximate Method t,etected - 0.006i sec. , 5 „ Response Coefficient ASCE 7-02• p = r, SDs : Short Period Design Spectral Response per 9.4.1.2 = 0.805 " R" : Response Modification Factor from 9.5.2.2 = 6.50 " I " : Occupancy Importance Factor from 9.1.4 = 1.00 From Eq. 9.5.5.2,1-1 : Preliminary Cs - 0.12 From Eq. 9.5.5.2.1-2 Cs need not exceed = 0.00 From Eq. 9.5.5.2.1-3 &4 Cs shall not be less than = 0.04 9.5.5.2.1 : Seismic Response Coefficient - 0.12 Seismic Base Shear AcCE 7-02 9.5 5.2 Cs = 0.1239 from 9.5.5.2.1 W( see Sum Wi below) = 0.00 k Seismic Base Shear V= Cs r tT•r` = 0.00 k Vertical Distribution of Seismic Forces ASCE 7-02 9.5.5.4 ' k" : hx exponent based on Ta= 1.00 Table of building Weights by Floor Level... Level# Wi:Weight Hi:Height Wi*Hi"k Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment Sum Wi= 0.00 k Tctai Base Shear = 0.00 k Sum (Wi' Hi"k) = 0.0 k-ft Base Moment= 0.0 k-ft Diaphragm Forces ° Seismic Deign Category " I) " " E ' & " F " ASCE 7-02 (.7.5.2.6.4.4 Level# Wi Fi Sum Fi Sum Wi Fpx Wpx Weight at level of diaphragm and other structure elements attached to it. Fi Design Lateral Force applied at the level. Sum Fi Sum of"Lat. Force"of current level plus all levels above MIN Req'd Force @ Level . , 0.20*5DS* I *Wpx MAX Req'd Force© Level . 0.40*S Ds *1 *Wpx Fpx: Design Force @ Level. Wpx*SUM(x->n)Fi / SUM(x->n)wi, x=Current level, n =Top Level Rob Gee/D.T. Title: Job# • Schemmer Engineering Inc. Dsgnr: Date: SE C 9 9 Description: 317 Commercial Avenue; Suite 101 Anacortes,WA 98221 Scope: your title block information. Page 3 Dcacription 06-049 .�.-�i��i iEai€',_ ;p (_ i_�ic_i C_i_€=.1:'s�: IC . D Qe H &VLoadEffect E Load Description Dead Load Seismic Load OKU n03o E=p*Qe +0.20*SDS*D = 0.000 5 DUO OCCL E=p*Qe +0.20*SDS*D = 0.000 0DOC 0 000 =p'Qe +0.20'SUS*U = 0.000 0000 O.000 E=p*Qe +0.20*SDS*D = 0.00.0 (' (000 0000 E=p*Qe +0.20*SDS*D = 0.000 0 000 G .00 E=p*Qe +020*SDS*D = 0.000 000 0030 E=p*Qe +0.20*SDS*D = 0000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 7,e l 1 I1 0 i a 0 i 9 gg 9E �f Rg I I 9 D 1 I I n '-- , ICI _ , , ...� y =1 1= I.lliosor'I moo 1V P�_i Boa. .. L. am cl) 4' 1 0 aali ID an Gal a Z ' iig lfl 11 Y— .Y_9 e� /�1! 111 �ill � ) 44 . 9b 111rl!r? 5 Q �` 1 N t ! I l- ` uvua mu,rJla.wr < �l lima m,oa j b `oi m,00 mm �`� n—�oo�- f 1 h is !R / J �' M 'ex°t a..ZZA ii t4a � p - ` P II 3 9 = o /I 56 �L ' �iot - i- I I°1 ism aw atm,am ii! ES L S/ I) u 1 •, I 61 , s I l i £ pf �/ i■ E E T u� g s 1 m a , Ad b 11 I a� I. III k a: ii g.10 ii iii oId f s�� ` �d .•�,R I a 1� p3/ ,i5 Os a SS 1 I FI�! 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I id f 7p I Z .7 ti,i, IR 444 1 lit lit ill i 1 i8- 1 mi.rsil omosxroi uv ioolm n 4 3- >ti ue.® 1- Met' 1 f11 hi iQ T' — ,r10 Pr ! U1Z e I II I n Y II I I l7 r�nx Ji414atu1 i3 �i tIMP iE�l9E k I o 1Ie ` [II� 6e i !ill 1i Q s,.,, I. �1 , q II 0 R I e � ip =, I [1 aaQ I j 1 Q Ell i R b I I i'1IIiIlaENi $li i E 1° �1'g y ar nil i161 o� )k� I ; ;i iL1 qQ —..vu�mkie Eln � -1 8 hØt ! li ) O 2 §g 1• p I L1 111 \ /` 11 Rill� ° 1 IQ 3 .. U�2 eiN g ct i'i A i �s I �rql■q■ It, /,l/ i 'Ftoo?. 4-- ' '-. °P III „ I� n� "I __ Gi�_ i i �� -, , — gib = E �.�_� , � ll ! ErTG""R l rJK .✓fit cY ro i3r- 'B k II de oilgil1rT5-P4 O v,N Gjr L row ®wpA gQ .oaa^ man Ole ��i A ©fl t e Q • iii s -J i e � �i1 �� O ; orb'I' ka II I IV iiiii 9 I e - { 4 ' RI{ --------------------1 1 �iq��i '_� -_-,r T_ , I 1!l f i 4 @ z 1 tie!! r- i I I IA ill;g:11 9ii 13 hi . n I L___- id iti }c " 1 II I i 6B I II rr II 1 U I 1 f 4 ill IdJr 4 1 3 , - oft el 1 Lil @ o' 1 iqo ttlaW. i )7 �1 F 4 I LI ' �.i 1 11xR 1]�'60�� O ) 1 11> • L_ o.... oC — =moo vA i 10 � ion e i4 d ll n 10 e.i� ie b , �a 17: il °LA AEJI t / - O� h Sill! 'i� w. s1 4f ; 6iif.? 1 of :✓4' ( To /36 b Mtligq fC11% 11 1 ' 0 I''' SHEARWALL SCHEDULE 8d COMMON (SHANK DIA. = 0.131"), 10d COMMON (SHANK DIA. = 0.148") MARK SHEATHING NAILING NOTES ,o 7 6 7/16" CD—X ONE FACE 8d @ 6" O.C. PNL EDGES 1 ,2,6,9 '/ OR STRUCT II . OSB 8d @ 12" O.C. FIELD aye' 7/16" CD—X ONE FACE 8d @ 4" O.C. PNL EDGES 2,3,6,9 OR STRUCT II OSB 8d @ 12" 0.C. FIELD A' 7/16" CD—X ONE FACE 8d @ 3" 0.C. PNL EDGES 2,3,7,9 OR STRUCT II OSB 8d @ 12" O.C. FIELD 7 /4 0 7/16" CD—X ONE FACE 8d @ 2" 0.C. PNL EDGES 2,3,4,8,9 \ OR STRUCT II OSB 8d @ 12" O.C. FIELD We' 7/16" CD—X TWO FACES 8d @ 4" O.C. PNL EDGES 2,3,4,8,9 OR STRUCT II OSB 8d @ 12" 0.C. FIELD i /8 \Sc' 7/16" CD—X TWO FACES 8d @ 3" O.C. PNL EDGES , 2,3,4,8,9 OR STRUCT II OSA . 8d @ 12" 0.C. FIELD WO7/16" CD-X TWO FACES 8d @ 2" O.C. PNL EDGES 2,3,4,8,9 • • OR STRUCT II OSA 8d @ 12" 0.C. FIELD ._ /8 ) EXISTING OKAY \\I.14\\ 15/32" CDX ONE FACE 10d @ 2" 0_C. PNL EDGES 2,3,4,8,9 • \ OR STRUCT II OSA 10d @ 12" 0.C. FIELD 0. 1 /2" GWB TWO FACES 5d COOLER @ 4" 0.C. 2,6 PANEL EDGES AND FIELD ® 1 /2" GWB TWO FACES 5d COOLER @ 7" O.C. AT SUPPORTS, UNBLOCKED SHEARWALL NOTES SHEARWALL NOTES 1 . ALL EXTERIOR WALLS TO BE TYPE (1) U.N.O. 1 2. BLOCK ALL PANEL EDGES. . 1 3. PROVIDE NOMINAL 3x FRAMING AT ABUTING PANEL EDGES RECIEVING EDGE NAILING. 4. PROVIDE 3x SILL PLATE. ' 5. OFFSET PANEL EDGES. 6. PROVIDE Y2"0 A.B. @ 48"O.C. W/ 1/4"x3"x3" PL WASHERS. ' 7. PROVIDE 'cc() A.B. @ 24"O.C. W/ 1/4"x3"x3" PL WASHERS. 8. PROVIDE 7230 A.B. @ 12"O.C. W/ 1/4"x3"x3" PL WASHERS. 9. STUDS SHALL BE SPACED NOT MORE THAN 16" 0.C.