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Permit File 3009 Meridian Court
'1 `O v Om CITY OF ANACORTES WASHINGTON CPS BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the (Description of Building or Structure): Single Family Residence Located At_3009 Meridian Court STREET&NUMBER Owner Island Development Constructed By: OWNER OR CONTRACTOR Bldg. Permit#: BLD-2006-0024 Date Issued: may 9 , 2000 Occ. Group: R3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized. This 5th Day of Novembers 20 07 AUTHORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. ■ ■ 11/ Y OF CITY OF ANACORTES WASHINGTON 9CopS BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 3009 Meridian Court STREETS NUMBER Owner: Island Development Constructed By: Owner OWNER OR CONTRACTCR Bldg. Permit* LD-2006-0024 Date Issued: May 9 , 2006 Occ.Group: R3 Use Zone: R 2 Has Been Inspected And Occupancy Is Hereby Authorized. 13th November 07 This Day of 20 I✓' -!"`+'' tf- f krlr:j`. /f / UTHOF.¢NG OFFICIAL '^ SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. 0 —� Final Inspection Checklist Site Address: 3 Pemiit No.: 1.9 - 2 ` 60z Date Issued:_ Nrj 1 6 ' Oh Zoning: Occ. Group: r3 Constr. "Type: Ya/../ Owners Name: 7544ci eve O i 4 Owners Mailing Address: PO 30x l 3 6 7 4'V% State: Zip: z2s Variances: No Yes ? Safety Glass: No_ Yes L Sewer Fee Paid: No Yes 7 Hand Rails: No Yes 1.1----> Sewer Inspected: No Yes Guard Rails: No Yes WSEC Compliance: No Yes (/ Traps: No Yes_ Attic Access: No L.Vres Wood Stove: No Yes /1./ Smoke Detectors: No Yes 1 Water Pressure: No Yes T&P Drains: No_ Yes 17 House Numbers: No _ Yes (,- v Insulation Cert.: No Yes 121 ) Site Drainage: No Yes Curb Cut: Na---- A-1 - Crawlspace Insul: No Yes Bedroom Windows: No Yes I// Water Heater Strp: No 1YYes _ Vapor Barrier: No Yes 1/--- D.W. Air Gap: No Yes / / low, Auto Garage Door: No Yes (/ Exterior Decks/Landings: No Yes I/ - Outside Caulkin : No Yes Garage/House Door: No Yes__LZ Inspected By: — Crawl Space Access: No Yes (/ Date: /)1 Exh. Duct/Dryer Vent Dampers: No Yes V INSULATION CERTIFICATE 3 A & E Insulation, Inc. 15205 39th Ave NE Marysville,WA 98271 (360)651-1058 T aftd. btVdipm�rl- L_I_C, Contractor- Builder Homeowner's Name me vid.ta.v� C wrf ADDRESS Pfl WLCerFrS IA)PC fir ZZL CITY STATE ZIP RECORD OF INSTALLATION BLOWING WOOL BATTS AND ROLLS AREA NEW CONSTRUCTION IF RETROFIT: R-VALUE THICKNESS INSULATED ❑ RETROFIT CEILINGSSe) I Z. IN ILP SQ FT DEPTH OF PREVIOUS IN SQ FT NUMBER OF BAGS USED 456 INSULATION IN // 2Q� T WALLS 21 6)/2 IN .2136 SQ FT /AREA INSULATED 2J*ki ESTIMATED R-VALUE OF SQ FT PREVIOUS INSULATION IN SQ FT THICKNESS OF INSULATION I91/2, TYPE(S)OF PREVIOUS FLOOR 3D I D IN I Z3OSQ FT INCHES((H} INSULATION IN ATTIC IN SQ FT R-VALUE OF INSULATION 31J INSULATION CONTRACTOR SIGNATUREimit '^f ," DATE IZ/2�'//"Y HOME BUILDERS SIGNATURE DATE COMPANY PHONE ADDRESS -A&E Insulation, Inc. does guarantee that all work performed is free from defective material and is constructed in acco with sound construction standard, in a workmanlike manner in compliance with all laws currently applicable to the wore addition,we guarantee to repair or replace any or all of the work and/or material which may prove to be defective in workmanship and/or material: except for ordinary wear and tear and unusual abuse or neglect for a period of one(1 from Date of Substantial Completion. 0730904-1 0002 11/0512000 002 4 1rt Y O Ci of Anacortes Permit Fees O0'±-B $452. 75 . �j tY Permit#: BLD-2007-0782 904 6th Street Issue date: 11/05/2007 P.O.Box 547 Expire date: 11/04/2008 '9', 0 Anacortes, WA 98221-0547 k>.: (360) 293-1901 Job Address: 3009 MERIDIAN CT Permit Type: Renew Building Permit ANACORTES WA 98221-4809 Project: APN: P108682 Remarks: Renew Building Permit No. BLD-2006-0024 Owner: ISLAND DEVELOPMENT Contractor: Address: PO BOX 1364 Address: ANACORTES WA 98221-6364 Phone: (360)588-0496 Phone: License#: General Information: Fees: Renew Building Permit Fee 452.75 Total Calculated: 452.75 Deposits/Receipts: 0.00 Total Due: 452.75 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. . s..er gee/7({ife/ J;.------) -- N cc, P-7.„ co fa2_&,_,,,,--, SIG ATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY 4r CITY OF ANACORTES "AS-BUILT" Yh Sewer r Storm CONTRACTOR: k62A-JO DfrV6 PMcujj C PLAT/DIVISION: ME12..t0lPc aDert,= BLOCK LOT ADDRESS: 3 9 Co`-UtC DATE: PERMIT# 2ivo(o ' D oz-L SCALE N -rs _ STREET 1/4\\N 0.4500 . Pa' Ft2400+ :a's%.N co(trace_ (esAC H deelt-IF j I rdiO 1.1 ciAtrWe raM rove.-0 baap • LOCATE STREET(S)ON GRID MAP 6 n' CITY OF ANACORTES "AS-BUILT" I" Sewer Storm CONTRACTOR: 'PsL-iv-'O 7)eAf -1;?/kAzrli!-G PLAT/DIVISION: a2tbifc-i ,-�t1�Ct i`' BLOCK LOT ADDRESS: 3 dE 9 AA ett r- 54- City\ Sew et DATE: PERMIT# 200& co Lc/ SCALE /V r5 _ STREET1110 1"\\*\1". 440W5,;(1 +Ierr ® i 1 k t le' poC., -ci4Ai�T4O y ')4 ® 10 t Creetio �v � LOCATE STREET(S)ON GRID MAP Cie,9440 3 0110 02/t4.'2006 001 2 i t2rcii 1: F c-4S 006215 $137.-33 'S. 44., City of Anacortes Permit#: BLD-2006-0091 904 6th Street Issue date: 02/14/2006 `�u.. r P.O.Box 547 Expire date: 02/14/2007 to Anacortes, WA 98221-0547 Job Address: 3009 MERIDIAN CT Permit Type: Foundation Permit ANACORTES WA 98221-4809 Project: APN: P108682 Remarks: Foundation Only Owner: ISLAND DEVELOPMENT Contractor: Address: PO BOX 1364 Address: ANACORTES WA 98221-6364 Phone: (360)661-3119 Phone: License#: General Information: Fees: Building Valuation 10000 Building Permit Fee 80.50 Plan Review Fee 52.33 State Building Code Fee 4 50 Total Calculated: 137.33 Deposits/Receipts: 0.00 Total Due: 137.33 ad 0 a) o co in wog* a) as � W + r,t fn 0 NC U +' E F- rO Q L r 8 Z U) CJ . CO ''a- m ¢ - tea&_ �r Cr) m 1 - " 0100 = `r) e Q) W 0 0 0 J'1 ♦ v CC 0 G ¢ o W U o N G O i C) # C CD F- C L Ti u CD N Z C W CT i CD - 4 N 4 J 0 r- IIl + —2 CF) O Ch E CCJ C!l C v- i0� 1-+ M � oo� 0 o m E» ) G cF W - rn N W Y C 0 1— U IS +' 0 al E-C CD U CDH C IS U — O H Z<<X -M CO 1-- THIS -- 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 ORA5OCAL LAW RE EATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY Fs4 twaimew rd } City of Anacortes 2 Second Floor 0601004-1 01/10/2006 BR2 T4 Tue Jan10,2006 03:32AM Trans#1--1 Name: ISLAND DEVELOPMENT Hddr: 3009 MERIDIAN CT ANACORJES,WA 96 1 $100.00 8000 - Permit Fees * Customer #: 006215 * Permit #: BLD-2006-0024 1 ITEM(S): TOTAL: $100,00 Check PAID $100.00 Working together to 0601004-1 0001 01/10/2006 002 4 Perffdt Fee; 006215 $100.00 a�' i i"t, t. ..Pi. .i A,".�7,s z'ca;Y. {.: p :'t.i 3'Rn4 '.)"u ar'ly:' .Y:X;':`u. x SS �g xR�. }� ..,u. irr.. ;;.4' 'iM .:Y.,:p3'e;'.,v ... :i49.ss'::. "e:,�u`i`'• iy,=,}}t<; ' Y%tx'.:s�V`r'•'`"Wy; '�,� `:;4�. ti'.^�'ar,,&i"':tr r'✓, .i�` .,3: - .y: �:.K'`,'•F,`::�itil"u:-,.ti:' .,', i`:- $' ;°-`�i":':`PA— :;C":d?y�r+°i.p,atie. i,"eD.r':b .�' .xY,:,�,::..,:.h , rw,�fui..., >'`:6'-,r"~- .!;k: aiH�,:..,t ;, ,..n..� .,. ,�.w . .s�'.� �.,r,.,,..:,1 >. ��g� �r � ` ,,fit ��y, � ,.r�..t..�' Site Address:_3(')QQ '\P Aflr(ia,--) Cn . MT ParcelNo.: IUP&Ba Lot: 5 Block: Div: Addition: �.-2 .,(.1.. , . .: " :'.:,:t.:. _ t,.,sc;';!;�'::I,E '�IIER .?r';:^a";;;;��',�'t.;s�;: ,:,�ar -;:. ,,:L'ONTD..•-G'I'OR.' '..,:',i,-:' 'ren,aMe-" W,_ 'Rn�..: .. r a. s.:me _..r.,c.. . .a-.,.e`. . .� . _ �. .- . Name Name Name 1 SlINLY1 re,Wl f)PMWI..X ti,C. (D(A)v) 2 _ Mailing Address Mailing Address Mailing Address Pa Lox 136,41 City: State: Zip: City: State: Zip: City: State: Zip_ PaJACC)CrrE_S ,WA 98.1Q\ Contractor Lic.No.: Phone No.:: 4.5, .oyg12 Phone No.: Phone No.: Ezxp Date:6 Contact Person:C.F\Y:\V ( .\F ' ,P<LG Fl£.{_I1 Phone No.: Sion /55' ea'O 4 1(p n. .'aG . n,..^,i....... -.: ;:.. 5i. ., , . :: , .., C4U� .,. . a .. .- . , x .,. , .. ' (Check One) Single Family:X Multi-Family: Apartment:_ Condominimum: Senior Housing: Retail:_Office:_Restaurant:_ 1 Manufacturing: Storage: Bank: Assembly: Accessory: Automotive Repair: Other(Specify) DESCRIPTION OF WORK: �{J...) e\'(C't3C S Lea 1 ` .1-z a..... ry. �b+, a, .. ..tNx s.trii¢{,.'`�' a1-5.''KO r�A �' ru� !',Y.v� YJ• :•'• •.}I' ,. ..£ ..u...J_....Y.. s..u..^-'�:"...t::vuJbt„ .,�.',_. ..::,.1...... .: ..0 �._ .Y. ._ .,�.... ....v ., a.... ..—. :L. .. 5 n ., .-y:.I:..y i. . .Fs:�''�' . Street Setback: 35\ ft. 2nd Floor: sf. (Circle YorN) 1st Side Setback: \5' ft, 3`d Floor: sf, Shoreline/Wetlands Y 2nd Side Setback: \5\ ft. Basement: ( 5 sf. Water on/Adj.To Property Y Rear Setbacpk: Occ.Group: 3&,,70b Soils Report Y Use Zone: Fpft. Carport Area: sf. Sensitive Area Y l Type of Construction: •NJ Fj Garage Area: /oy/ . sf, Latecomers Agreement Lot Area:no jig 09 sf. No.of Stories: I Fire Hydrant(250 Feet) Y N No.of Dwellings: Building Height: \ Variance Y N Lot Coverage: Z\ Deck Area: sf. Covenant N 1"Flooras£�3 Isis- ggL,, o Flood Zone X A AE VE Project Valuation(Labor and Material Cost): 07ef313G/D % tit THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,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 APPLIC TION IS ISSUED OR ANAUTHORFZED WENTOF,THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNIN HIS TYPE OF RK WIL BE CO LIED Writ%HETIIERSRECIFIED Hk4Etuti k.:N1,INCLUDING CALLS FOR INSPECTIONS. SIGNATURE: 1`> , { I DATE: 9, l ocD ,':I ,: .,., ) I ;t Y li 1.. I. J M1 r S CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL CHECKLIST (This form is to be completedet� prior to issuing the\ building permit) Site Address: �_(�C \ 1� ^NC�t�W ". Date: 1 — `e) 6 Contact Person: C9W&Z t. Ib1'+ l Phone No.: Assessors No.: iii Lot Block: Addition: (Building Department Checklist for Completeness) OK NA OK NA ❑ Fire Department Access ❑ Fire Hydrant Located within 250 feet D Fire Flow Required ❑ Site Plan ❑ ❑ Shoreline or Wetlands 0 0 Covenant Approval ❑ Variance Required 0 0 Regulated Slopes 0 Plat Facts and Findings Compliance 0 0 Survey in File O Fill on Site Received and Reviewed b Date: I `" —ert (Engineering Department Checklist for Completeness) OK NA OK NA ❑ 0 Water Extension/Meter 0 ❑ Sewer Extension/Connection O ❑ Street Improvements/Sidewalks 0 ❑ Site Drainage Plan ❑ ❑ Covenant Not to Oppose Future LID 0 0 Latecomers Agreement ❑ ❑ Street Drainage 0 0 Driveway location,slope,culvert ❑ ❑ Storm Drain Extension Received and Reviewed by: Date: (FURTHER COMMENTS' Zoning: R.,?... Lot Size: ' Li b OQ 5 rx Coverage Allowed: Z. 3 5-- 'b t%" p Actual Coverage: e> 15-.. -.. .-�..-..-..-..-..-. mw .-•--• 'S M-a[- Mau YS0. 101 711111111126161 I N I. J 15 I1 au 1 10 Id I1' j., Ipe L_ ..... �� _ ,iiii . �o ....... ,� ............____.. i ..,...i.,,,.., .......„..\ I 101----- -ii.jri • Clue \ 1 • ~ `.stam� 1 p,a i�s hs 4aa�r .1111100 MIEN Skagit County Assessor's Parcel Search Page 1 of 2 Skagit County Assessor Parcel Details Parcel Number XreflD Quarter Section Township Range P108682 350127-2-004-1100 02 27 35 01 Zoom to this Parcel on iMap View Map of this Section Owner Information Site Addresses ISLAND DEVELOPMENT LLC 3009 Meridian Ct P O BOX 1364 [Old Situs] 3009 Meridian Ct Anacortes, Wa 98221 Anacortes, WA 98221 2006 Value Breakdown 2005 Property Tax Summary Building Market Value $.00 2005 Taxable Value $70,000 00 Land Market Value $95,000 00 General Taxes $724.21 Total Market Value $95,000 00 Special Assessments $.00 Assessed Value $95,000.00 Total Taxes $724.21 Taxable Value $95,000.00 View Value History View Tax Statement Legal Description LOT 5 S/P ANA-94-003 RECORDED UNDER AF#9603050070 (AKA MERIDIAN RIDGE) BEING PORTION OF SECTION 27, TOWNSHIP 35 NORTH, RANGE 1 EAST. SURVEY RECORDED AF#200410180224. Levy Code Neighborhood Land Use Per WAC 458-53-030 0900 PLATTED LOTS; NO IMPROVEMENTS HOUSEHOLD, SFR, INSIDE CITY City District School District Fire District Utilities ANACORTES SD103 PWR-U,WTR-P,SEW View Septic Information Year Built Acres Living Area Number Of Rooms Bdrms 0.38 Construction Style Foundation Exterior Walls Roof Covering Roof Style Interior Finish Floor Covering Floor Construction Plumbing s- m =,I, Appliances FieatLAir'Cbfci Fireplace Type irlr r�+ JAR Ti Sale Deed d Salt°Date Sale Price WARRANTY DEED U jE9tz t1Q 1_I t7/yjVj 005 $199,900.00 http://www.skagitcounty.net/Assessor/Applications/Parcel Search/Asp/Results.asp?prn=1... 12/14/2005 `,'/1 [J-'. FLG'W II_ `_-'I �UttM4kY _t-1LLT - . qydra t Ovttet 1-0. Pito. Press , F1:,,, Residual Date: Gi/2l /C7Z 1me: Cont. NO. ' No ii"nchyes psi �( �9,�r1 llsi 5 _ _--tL76 __13_ L 1 F_ — . r --. o t . \-&mine C� _ _ _- . . .. _-__ M Y ,‘ '1 m m 2 Address, ' 3 z iarD.J-01 '�ti1 G-i-, d al J o aaceL' Bat ` {2 4 N i�['� . t v.!A • �Pi221 J o Total f •w I`l 3 yco 2_ Static Pre>s: �p� l�si Flow@20psi 21.� ( 9 qpm ~ cc cri - - - - . . -- _ _ _ = N • /,® 115 ��7 - L/1 Face `t u • `fal.t 105INI 1 L. ' 1/y� -I M'AIC111IIA( MV /Sill! 1'COCI.i1ON,INC 95 I - 40 _ 85 . o �5 f ct n c0e\e f 1 ' t a 7G w d 11. o, U a 60 Ng - u 55 L. 0 50 5 1 ' -0 ''PM ' :• a - s- 't, L.. G.= 1>a_, ' RI. 1 .` I-1( 43-) 4 P 40 '7 53 CY'i, Q L tca 35 30 ' m N 25 l m 20 . 4 ?O t i 1 - CV 15 - <cale: C 10 , N '-'1 0 \ WO 200 300 400 500 600 700 -600 '-- ' - _ 900 ' '000 200 400 600 600 '000 1200 1i00 1600 1600 1000 900 600 1200 1600 2300 2.100 2500 3200 3600 4000 SURVEY IN THE N. W. 1/4 OF SEC. 27, TWP. 35 N., RNG. 1 EAST, W.M. 111,1111.1'ppll,Vl�ll'E8 ANACORTES, WASHINGTON ge.gn 0mevAm�m. Iona:Nu Page f cr 1 343pM 3e01 _ 30035 1 Sly 4)944 �3,€)4 LOT fi j `t9T �1et lMeyellow capon the ' re-bar at the Northeast corner of ',I 0.4 ry Ifats is 12 JOfeer higher than the )'.) 4 r Top ofp to concrete tero monument mthe 1�n ! o A 8 case at thfe cemerbaraCoy;eaSc lli $' :4) amg'oe'as•a Thehghest °ntonppuau 6e I 41 Et4og highest Pomton lots J4. Or I N., N.. 4gtP Jya 4.P w SCALE re 30• I 0 LOT S I N X _ Legal description j 1 Lot 5 in Short Plat ANA-94-003 recorded under Auditor's number LOT 3 19003050070 also Mown as Mendion Ridge.being a portion of Section 21 I a Township SS North.Range l Fast N'M Records ofSlagit Comm,. 140.0o0 Washington I Notes C.\ I 1 1.0 Found and accepted re-hur with yellow cop#242/6 2• See re-bar with ye/low cap 69569 ` I 30 Found concrete monument in vase with cover \ j 4 0 Found braes since monument \ - LOT 4 j 5 Bests of bearings Short P/or4NA-9J-003 _ j 6 Survey method Standard field traverse �� ) 7 Equipment used Topcan GTS-3035"total station I B Error of closure meets Washington State standards 9 This survey does not purport to dhow all encumbrances or easements ocher than those shown on this survey drawing A CRoe ih,} ly1 r _. °w t,� • -ia-os- RECORER',Wcv 0t `.ICATE.t�,t� SURVEYORS CERTIFICATE n & ASSOC . BOUNDARY SURVEY Filed for record Ws GCpay of u PODIkat-n-i{jp Thia map correctly represents a survey made by me or under me GROSSMAN SSOC FOR In Oaak,:_pf�at pePo.=Jt the request of; direction 1n conformance sith the requirements of the Survey JEFF HASEfPFLU GRecording het at the request of:SFF NSENPPOG LAND SURVEYORS 4 e�- AI �� av¢.�.,...i1.-- SUS DATE MlleRECpV5 OF MrA .' V. }Ip. 211 g `__ 16146 MCLEAN RD. MT, VERNON, WA, /il-,aB fd_f8-pf 20o4_4D .a IS ,lt akel NZfIllC41._ Certificate Nme513a PHONE (360) 424-7352 [FUN It ma rv: am; on v VP YY. y orY , Anacortes Planning & Community Development Dept. Permit Center siyi�>'a�1`40 �,®r�v P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Ian Munce,Director • Edwin Frank,Building Official FAX(360)293-1938 February 1, 2006 Island Development LLC 3009 Meridian Court Anacortes, WA 98221 RE: 3009 Meridian Court New Single Family The following are comments and questions regarding the plan review done on the above mentioned pr ' . Please revise the drawings as needed. . The overall building area is shown as 4,556 square feet. Provide verification of available fire flow.B L� r--£.H Pro 'de copy of boundary survey for the site plan. Ot--- 3. Please verify garage overhead door opening header size—carries girder truss load. ,4. Please call out details for the front porch framing—thickened footing—beam / sizes, etc. i, Thank You, CITY OF ANACORTES Don Measamer Senior Plans Examiner DM:md ..,. .: rif. Ate µ ran' :, . • r Ai rs A B @gut..gym 8 d u SI'TEADDRESS:3ooq ME21011l3 co utterASSESSOR'S NO .: 35D%TT -a-OO Iteb LOT: -6 BLOCK: ADDITION: Name: lSI PtIJN tN.F 'l CiPMF1.>T LL-C. Name: QLA- N €, Mailing Address: PQ SOX 134.y Mailing Address: City: htJAcDtTE5 State: GJ4 Zip: 9F >22k City: State: Zip: Phone No.: S( O• 5&E3 -Din(o Phone No.: Contractors License No.: NO: Type of Fixture NO: Type of Equipment (A Water Closet 1.5 OPP Air Cond.Unit HP a Bathtub Refrigeration Unit HP a. Shower 2.5 GPM 1 Boiler BTU/RP k Dishwasher z.s GPM Forced Air System BTU if Lavatory 2.5 GPM Floor Furnace Kitchen Sink 2.5 GPM Wall Heater Clothes Washer ) Clothes Dryer Urinal 1.0 GPM tp Ventilation Fan Drinking Fountain Range Hood Floor Sink or Drain Air Handling Unit CFM Slop Sink Pre-Mani. Stove or Fireplace Water Piping ` Gas Fireplace Hose Bibs Gas Water Hearer Back Flow Prevention Device Gas Piping Other(Describe) Other(Describe) GAS: ELEC: OTHER: THIS APPLICATION IS RECEIVED BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE THE UNIFORM PLUMBING AND MECHANICAL CODES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AN) O.It 1' 'I` WITHIN DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY T jgz;U*Az s %MV14 R'Ol', PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. .M.L PROVISIONS OF IAM'S AND, RDINANCE GOVERNING THIS TYPE OF WORK WILL BE COMPLE WITH,W THER S CIFIED H IN OR I 11,INCLUbING BALLS FJAR INS, T ION. j S{i q SIGNATURE: �, f 1':,'r, TE: � I I loco Residential Energy Code (Simple Form) 2003 Washington State Ventilation&Indoor Air Quality Code 2003 Washington State Energy Code This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the WA ST VIAQ and WSEC Codes. After completing this form,please add all relevant information to your construction plans. PART 1 Whole-House Ventilation:select one of the following methods. A. Fresh air will be circulated by the central forced air furnace along with a whole house exhaust fan. A single whole- house exhaust fan,which usually does double duty as a room spot fan,is required and must be controlled by a timer set to operate fan a minimum of 8 hours per day. The CFM capacity of the fan must be measured at 0.25 w.g.and have a maximum sone(noise)rating of 1.5. Fresh air intake ports or ducts are required with this option. (WA VIAQ 303.4.1) The minimum size of the fan is based on the number of bedrooms and the size of the house. For houses up to 3,000 square feet,the following sizes are acceptable: 1 or 2 bedrooms—75 CFM 3 bedrooms—90 CFM 4 bedrooms—105 CFM For other options contact the Planning&Permit Center. - X B. Fresh air will be circulated by the central forced air furnace system. The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air daily. An exhaust fan is not required with this system. (WA VIAQ 303.4.2) C. Fresh air will be supplied by wall or window vent ports in each bedroom,kitchen,living room and other habitable rooms along with a whole-house exhaust fan as described in Option A. (WA VIAQ 303.4.1) D. A heat-recovery ventilation system.(WA VIAQ 303.4.4) PART 2 Insulation and Windows:select one of the following methods. (WSEC Table 6-1) Glazing% U-factor Ceiling Vaulted Walls Floor Slab _1. (2x4 construction) up to 12% 0.35 R-38 R-30 R-15 R-30 R-10 x2. (2x6 construction) unlimited 0.40 R-38 R-30 R-21 R-30 R-10 If you intend to use 2x4 construction,compute the window glazing percentage of heated floor area to verify that the project falls below the 12%maximum allowed glazing: Total area of windows,skylights and patio doors: 5 S. sq.ft. Total heated area: 31'E_Ablo sq.ft. Total window area divided by total heated area=glazing I S t€�E r"r- '"t ( €19Ii � _ Updated: August 24,2004 Pagel oft n) • Ini le eV J ': • l . ri: t:Vtj a{1 i1 °gy z':>° CITY OF ANACORTES ` 904 6th Street/P.O. Box 547 ANACORTES, WASHINGTON 98221 xy 360-293-1901 • One and Two Family Residential Construction Guide NOTE: 1. "Job Copy"approved set of plans must be on site for all inspections. 2. Sub-floor framing inspection is required prior to floor cover. 3. Truss plans shall be on site for framing inspection. 4. Inspection card shall be on job site at all times. JOB ADDRESS OWNER PLAN REVIEW BY CONTRACTOR DATE NOTICE: Minimum code requirements must be incorporated into construction. This list of excerpts is condensed from various codes and only includes the most common errors and omissions. This list is not intended to be a comprehensive building code instruction. Additional code requirements and options are the responsibility of the individual. Approval of plans with notes and/or this list attached does not permit the violation of any building, mechanical, plumbing, fire or zoning code, or any other state or city regulations. GROUND WIND SEISMEC SUBJECT TO DAMAGE FROM WINTER FLOOD ICE AIR MEAN SNOW SPEED DESIGN DESIGN HAZARDS SHIELD FREEZING ANNUAL LOAD (mph) CATEGORY TEMP UNDER- INDEX TEMP WEATHERING FROST TERMITE DECAY REQ DEPTH 20 70 D1 MOD 12 NS S-M 24 9/17/03 NO 200 50 Special requirements: INSPECTION RECORD,APPROVED PLANS AND CONSTRUCTION GUIDE MUST BE ON SITE AT EVERY INSPECTION ADDRESS MUST BE CLEARLY POSTED PRIOR TO EVERY INSPECTION Updated August 24,2004 Page I Anacortesconstruction Guide.doc BUILDING CODES: All construction within the City of Anacortes shall comply with the following codes and amendments per their adopting ordinances. 2003 International Building Code 2003 International Residential Code 2003 International Mechanical Code 2003 International Fuel Gas Code 2003 International Fire Code 2003 Uniform Plumbing Code 2003 Washington State Energy Code 2003 Washington State Ventilation and Indoor Air Quality Code ICC/ANSI A117.1-1998 REQUIRED INSPECTIONS: R108.5 1. Erosion control measures shall be in place before scheduling the first inspection. 2. Footing inspection-forms and reinforcing steel to be in place prior to the placement of concrete. Property corners to be located to determine setback requirements are met as per zoning requirements. 3. Foundation inspection-forms, reinforcing steel and holddowns, bolts in place prior to concrete placement. 4. Footing-Downspout Drains-prior to backfilling, shall have gravel and fabric. (Connection of footing drain and downspout to be 10 feet from foundation) 5. Rough in Underground Plumbing-underground or under slab plumbing prior to cover. (Water-10 foot stack test or five psi air test is required) 6. Rough Plumbing-Made prior to covering or concealing walls, ceilings and floors. Inspection includes drain waste lines and vents, and water supply lines. (DWV plumbing requires a 5 psi air test or 10ft. water stack test. Water piping requires 50 psi air test or must be under normal operation conditions.) 7. Rough Gas Piping-prior to covering or concealing walls, ceilings and floors. (Requires a 3 psi air test for not less than 10 minutes) 8. Rough Heat and Vent-prior to covering or concealing walls, ceilings and floors. The code requires that the installer leave the manufacturer's operating and installation instructions attached to each gas appliance. 9. Rough Framing-Inspection to be made after the roof, all framing, fire blocking, and continuous load path columns and blocking, wind bracing is in place, and all other roughs are completed and protected. Engineering design and layout for manufacturer's structural components such as trusses or wood "I" joists must be on site at the time of the inspection. If engineered trusses are used, provide the truss engineer sheets. 10. Insulation-Prior to covering or concealing walls, ceilings, floors and crawl spaces. All vertical penetrations shall be filled. 11. Wallboard-prior to taping walls and ceilings after all nails and screws in place. 12. Final this will include grading, drainage, life safety issues, plumbing fixtures, heating, glazing and address and insulation complete, landscaping, and street or side walk corrections. Updated August 24,2004 Page 2 Anacortesconstruction Guide.doc • Desiqn requirements: 1. Where engineered design is used, the design shall comply with the 2003 International Building Code Sections R301.1.1 and R301.1.3. 2. A building of Prescriptive construction may contain engineered design approach for portions of the building, without the entire building being engineered. Section R301.1.3. 3. Buildings in Anacortes shall be constructed in accordance with Sections R301.2.2 and R301.2.2.4. 4. Wood frame buildings shall not exceed three stories in height. Cold form steel framed buildings shall be limited to two stories above grade.Section R301.2.2.4.1 5. Wood framed wall buildings, having bracing in accordance with Table R602.10.1, may have a story height of 12' without engineering IF the length of bracing is increased by a factor of 1.2 Section R301.3,exception. Where story height limits are exceeded, an engineered design in accordance with the 2003 International building Code is required.Section R301.3 6. Exterior walls placed less than 3' from a property line shall be constructed of one-hour fire resistive assemblies. Projections shall not extend closer to the property line than 2'. 7. Openings shall not be permitted in walls located less than 3'from a property line. However, code compliant foundation vents shall be permitted. 8. Flashing is required at the following locations: • the top of all exterior windows and doors • the intersection of chimneys or masonry construction with frame or stucco walls, with projecting lips on both sides under stucco openings. • under and at the ends on masonry, wood or metal copings and sills. • continuously above all projecting wood trim • where exterior porches, decks or stairs attach to a wall or floor assembly of wood frame construction. • wall and roof intersections and built-in gutters 9. There shall be a floor or landing on each side of each exterior door (exception: where a stairway of two or fewer risers is located on the exterior side of door, other than the required exit landing, a landing is not required for the exterior side of the door). Updated August 24,2004 Page 3 Anacortesconstruction Guide.doc FOUNDATIONS and UNDERFLOOR SPACE 1. IRC sec R403.1.3.1, &.1.3.2 Foundation: Where footing style A is used and the wall and footing is placed monolithically shall have not less than one#4 bar at the bottom of the footing and not less than one#4 bar at the top of the wall. Monolithic slab on grade with a footing (type B) shall have not less than one#5 bar or two#4 bars located in the middle third of the footing depth. 2. IRC sec Table R403.1•Minimum width of footings LOAD-BEARING VALUE OF SOIL(psf) 1,500 2,000 3,000 (a) I >_4,000(a) Conventional light-frame construction 1-story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 (a) Must be verified by soils report from licensed geotechnical engineer • Where a construction joint is created between a footing and a stem wall, (Type A) a minimum of one vertical No. 4 bar must be provided at not more than 4 feet on center. The vertical bar must extend to 3 inches clear of the bottom of the footing, have a standard hook and extend a minimum of 14 inches into the wall. The City of Anacortes policy requires that these vertical bars be placed in the footing prior to the footing inspection and that concrete be cast with bars in place. Rebar with hooks may not be wet-set under Anacortes policy. Interior footings supporting bearing or braced wall lines and cast monolithically with a slab on grade must extend to a depth of not less than 12 inches below the top of the slab. 2-#4 rebar or 1-#5 in middle 1/3 X 3,�.. 6"Above Grade Rebar Min _ Tvoical ALIT / Vertical bar `k. 3"clear of bot.&ext. Gravel max IS" r a a min of 14" 2"dia.,min. Min. into stem 4"thick 3" /i 1 2" 13" d B 1 / 12" /1 Exterior wall (A)-footing Exterior wall (B) -footing (monolithic) 3. IRC sec R403.1.3.1 Footings Footings with stem walls must be provided with a minimum of one horizontal No.4 rebar 4. IRC sec R404.1.4 Plain Concrete Walls Plain concrete walls shall comply with the following: 1. A minimum of one No. 4 rebar shall be located in the upper 12 inches of the wall 2. Wall shall not exceed 8 feet 3. Unbalanced backfill must not exceed 4 feet 4. A minimum wall thickness of 7.5 is required, except that a minimum of 6 inches is permitted for walls not exceeding4 feet 6 inches in height. 5: IRC sec 404.1.4 Foundation Walls Foundation walls not complying with the requirements for plain concrete, must comply with tables R404.1.1(2). R404.1.1(3)and shall have two no.4 horizontal bars located in the upper 12 inches of the wall. Example from table R404.1.1 Max.Wall Max. Min. Size and Spacing of Vertical Reinforcement for 8 inch wall thickness Height Unbalanced Soil classes (d) (feet) Backfill Height GW,GP,SW & SP GM,GC,SM,SM-SC, ML SC,MH,ML-CL& inorganic.CL 6 FT. 5 ft. #4 at 48 in. o.c. #4 at 48 in.o.c. #4 at 48 in.o.c. 6 ft. #4 at 48 in.o.c. #4 at 40 in.o.c. #5 at 48 in.o.c. 7 FT. 4 ft. #4 at 48 in.o.c. #4 at 48 in.o.c. #4 at 48 in. o.c. 5 ft. #4 at 48 in. o.c. #4 at 48 in.o.c. #4 at 40 in. o.c. 6 ft. #4 at 48 in. o.c. #5 at 48 in. o.c #5 at 40 in. o.c. 7 ft. #4 at 40 in. o.c. #5 at 40 in.o.c. #6 at 48 in.o.c. 8 FT. 5 ft. #4 at 48 in. o.c. #4 at 48 in.o.c. #4 at 40 in.o.c. 6 ft. #4 at 48 in.o.c. #5 at 48 in.o.c #5 at 40 in.o.c. 7 ft. #5 at 48 in. o.c. #6 at 48 in.o.c. #6 at 40 in. o.c. 8 ft. #5 at 40 in. o.c. #6 at 40 in.o.c. #6 at 24 in. o.c. 9.FT. 5 ft. #4 at 48 in. o.c. #4 at 48 in.o.c. #5 at 48 in.o.c 6 ft. #4 at 48 in.o.c. #5 at 48 in. o.c #6 at 48 in. o.c. 7 ft. #5 at 48 in.o.c. #6 at 48 in. o.c. #6 at 32 in.o.c. 8 ft. #5 at 40 in. o.c. #6 at 32 in. o.c. #6 at 24 in.o.c. Partial table of reinforcement from 2003 IRC 6. IRC sec 403.1.6.1: Foundation Plates and Anchor Bolts Foundation plates shall be bolted to the foundation wall with not less than 1/2" steel anchor bolts embedded 7" minimum into concrete or masonry and shall be spaced not more than 6 feet apart.There shall be at least two bolts per piece not more than 12 inches or less than seven bolt diameters from each end of each piece. Plate washers a minimum of 3 inches square by 1/4 inch thick shall be used on each bolt. Maximum anchor bolt spacing shall be 4' for buildings over two stories in height. Stepped cripple walls shall conform to section R602.11.3. WHERE FOOTING SECTION"A"IS MORE THAN B FT., SPLICE PROVIDE METAL TIE 16 GA.BY 1.5 BY 4 FT.MIN.,EACH SIDE OF SPLICE W/8-16d COMMON NAILS. 2x SILL PLATE {.t—2 FT MIN. 2-2x PLATE • omit imiogin...1, CONCRETE a 11111� STEPPED �� FOOTING �t� 2x CRIPPLE STUD WALL \ii/ . • \\ . . \\I FOOTING SECTION-A" For SI:1 inch=25.4 mm,I foot=3048 mm. • Note:Where fooling Section"A"is less than 8 feet long in a 25 feet total length wall,provide bracing at cripple stud wall. FIGURE R602.11.3 STEPPED FOUNDATION CONSTRUCTION -41 Updated August 24,2004 Page 5 Anacortesconstruction Guide.doc R319.1.408.3; IMC sec306.4; 2003 UPC Sec.707.10: Crawl Space Under-floor clearance to joists shall be at least 18"and a minimum of 12"to the bottom of girders. Under-floor area shall be provided with a minimum of 18" x 24" access opening unobstructed by pipes, ducts and similar construction. All under-floor access openings shall be effectively screened. Where an electrical or natural gas furnace is installed in a crawl space, the access shall have sufficient width and height to permit removal of the furnace, but in no case less than 30" x 24" or more than 20 feet from the passage way access. Locate all under- floor clean-outs within 20 feet of access opening. 8. IRC sec. R408.2: Under-floor Ventilation Under-floor areas shall be ventilated by an approved mechanical means or by openings into under-floor area walls. Such openings shall have a net area of not less than 1 square foot for each 150 square feet (0.067m2 for each 10m2) of under-floor area. At least one vent shall be placed within 3' of each corner of the building. The required area of such openings shall be approximately equally distributed along the length of at least two opposite sides. They shall be covered with corrosion-resistant wire mesh with mesh openings of 1/4". 9. WSEC Sec. 502.1.6.7:Vapor Barrier In an unheated crawl space, a minimum 6-mil black vapor barrier shall be laid over the soil, lapped at least 12" at seams and extended to the foundation wall. 10. IRC sec R405&Anacortes City Ordinance No. 2441 Roof downspouts shall be tightlined and directed away from the building to an approved drainage area. Perimeter footing drains shall be independent of downspout tightlines, and be directed to an approved drainage area. The finished grade and elevation under the building shall be above the ground drainage flow of the land around the building to prevent surface or subsurface water from'draining to the space under the building, provided that alternates, such as drain tile, exterior drainage of the building or an approved sump pump system, may be used if shown on the building plans and approved by the Building Official. Approved sump pump systems shall in no way be connected to the sanitary sewer system. At least 2% gradient toward approved drainage facilities is required from building walls unless waived by the Building Official for non-hill terrain. Tightlined downspout and perimeter building drains may be connected together at a point no closer than ten feet from a building. 11. IRC sec R401.3 (ex.) Drainage Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded to drain water away from the foundation walls. The grade away from foundation walls shall fall a minimum of 6 inches within the first 10 feet. Where lot lines, slopes walls or other physical barriers prohibit 6 inches of fall within 10 feet, drains or swales shall be provided to ensure drainage away from the structure. 12. IRC sec R406: Dampproofinq Foundation Walls Unless otherwise approved by the building official, foundation walls enclosing a basement or habitable below finished grade shall be dampproofed outside by approved methods and materials. 13. IRC secR319.1(2):Wood in Contact with Concrete All wood in contact with concrete or masonry shall be pressure treated wood marked by an approved agency. Cut ends of treated posts must be retreated or be provided with protection from contact with concrete. 90# felt is permitted under posts located in crawl spaces. 14. IRC sec 319.3 Fasteners Fasteners for pressure treated and fire retardant wood must be of hot dipped galvanized steel, stainless steel or copper. Exception: 1/2-inch diameter or greater steel bolts. 15. IRC sec R319& R407 Columns and Posts Columns and posts located on concrete floors exposed to weather or water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors, unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6"above exposed earth and at least 1"above such floors. 16. IRC sec R319.1.4: Girders Entering Concrete or Masonry Wood girders entering masonry or concrete shall be provided with 1/2" air space on sides, tops and ends unless treated wood is used. Updated August 24,2004 Page 6 Anacortesconstruction Guide.doc • 17. IRC sec R502.5: Girders The allowable spans of girders fabricated of dimension lumber shall not exceed the values set forth in Tables R502.5(1) & R502.5(2). The end of beams or girders supported on masonry or concrete shall have no less then 3"of bearing. 18. IRC sec R602.9/602.10.2 Cripple Walls Cripple walls shall be framed of studs not less in size than the studding above. When exceeding 4 feet in height, such walls must be framed with studs having the size required for an additional story. Cripple walls less than 14 inches high must be sheathed on at least one side and fastened to top and bottom plates or the cripple wall shall have solid blocking. Cripple walls must be braced with 15% more bracing than as required for the wall above, with wall panel spacing not more than 18 feet. 19. IRC sec R502.7 &EX7: Joists Solid blocking is required at all bearing points of floor, ceiling and roof systems to prevent rotation or racking. In Seismic Design Category D1 & D2 joists shall be blocked at intermediate supports. 20. IRC sec R802.6: Joist Bearing Joist ends shall not have less than 1 1/2 inches (38 mm)of bearing on wood or metal or less than 3 inches (76 mm) on masonry or concrete. 21. IRC sec R407.3 Positive Connections Where post and beam or girder construction is used, a positive connection shall be provided to insure against uplift and lateral displacement. FRAMING See nailing schedule attached (Table R602.3 (1) 22. IRC sec R602.8: Fire Blocks Fire blocks shall be provided to cut off all concealed draft openings, both vertical and horizontal, and form an effective barrier between stories, between a top story and roof space. 1) In concealed spaces of stud walls and partitions, including furred spaces and parallel row of studs or staggered studs as follows: A. Vertically at ceiling and floor levels B. Horizontally at intervals not exceeding 10 feet. j At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with section R311.2.2 41 In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels,with noncombustible materials. 5) Site built chimneys and fireplaces, fire blocking must be minimum of 1" thick and supported on metal strips or metal lath. Fire blocking of cornices of a two family dwelling is required at the line of dwelling separation 23. IRC sec R602.6&.1 Boring Cutting &Notching FRAMING MEMBERS BORING REQUIREMENTS NOTCHING REQUIREMENTS JOISTS Not within 2" of top or bottom of joist, Ends not to exceed 'A of joist depth. not to exceed 1/3 joist depth Tops & bottoms not to exceed 1/6 of joist depth shall not be located in middle 1/3 of span. BEARING STUDS Not to exceed 40% of stud nearer than Not to exceed 25% of the stud width. 5/8"to edge of stud. NONBEARING STUDS Not to exceed 60% of stud, provided not Not to exceed 40% of the width of the more than 2 successive doubled studs stud. are so bored & not nearer than 5/8" to stud edge. Updated August 24,2004 Page 7 Anacortesconstruction Guide.doc RS'19 No notching Notching&Boring lolsts hi middle , boles ON : Notch max./le depth ng.ao Boring Studs �3 "3 on beaded walla sUm studs are doubled ald dm holes do not S% bass through / - �:a. £ - •_1 more than 2 Notch at end 3/4 Outer 1/3 r "" .g 3 paranel studs. of depth max. [No notching at bottom if 4"thick v �? • J except at ends] Bearing Nomaaing 24. IRC sec R502.4: Bearing Partitions Bearing partitions perpendicular to joists shall not be offset from supporting walls or partitions more than the joist depth. Joists under and parallel to bearing partitions shall be doubled and provide adequate bearing. 25. IRC sec R602.3.2:Too Plates Bearing and exterior wall studs shall be capped with double top plates installed to provide overlapping at corners and at intersections with other partitions. End joints in double top plates shall be offset at least 24". A single top plate may be installed provided the plate is tied at joints, corners and intersecting walls by a minimum 3 x 6 steel plate, nailed with six 8d nails on each side of joint. 26. IRC sec R602.7: Headers Headers shall be as per span tables R502.5 (1) and R502.5 (2). Interior and exterior non-load bearing walls do not require load bearing headers. 27. TR602.3(5): Wall Framing BEARING WALLS: Size, height and spacing of wood studs shall be as follows: STUD SIZE UNSUPPORTED SUPPORTING ROOF SUPPORTING ONE SUPPORTING (inches) LATERAL STUD AND CEILING ONLY FLOOR, ROOF & TWO FLOORS, HEIGHT (feet)(1) (inches) CEILING (inches) ROOF &CEILING (inches) 2X4 10 24 16 --- 3 X 4 10 24 24 16 2 X 5 10 24 24 • 2 X 6 10 24 24 16 NONBEARING WALLS STUD SIZE(inches) LATERAL UNSUPPORTED STUD SPACING (inches) HEIGHT(feet)(1) 2 X 3 (2) 10 16 2X4 14 24 3X4 14 24 2X5 16 24 2 X 6 20 24 (1)Listed heights are distances between points of lateral support placed perpendicular to the plane of the wall. Increases in supported height are permitted where justified by an analysis. (2)Shall not be used in exterior walls. 28. IRC sec R602.10.11: Braced Wall Lines Exterior and interior braced wall lines are required for all buildings. Typically interior braced wall lines need to be braced at 25 feet on center, other options may exist. Interior braced wall lines may be located 35 feet on center to accommodate one 900 sq. ft. room. When any wall line of a building is over 50 feet long, the interior braced wall must have a continuous footing and foundation or a braced (sheathed)cripple wall below. Exterior braced wall lines must have a braced wall panel at each end. Braced wall panels that do not begin at the building corner are allowed to begin within 8 feet from the corner if one 1800 lb. capacity hold down is provided at the end of the panel closet to the corner, or if a 2-foot braced wall panel is provided at both sides of the corner. Updated August 24,2004 Page 8 Anacortesconstruction Guide.doc 29. R301.2.2.2.2: Unusually Shaped Buildings When buildings are of unusual shape, that is,when exterior braced wall panels, as required by Section R602.10, 1. When shear walls or braced wall panels are not in one plane vertically from the foundation to the uppermost story in which they are required. EXCEPTION: Floors with cantilevers or setbacks not exceeding four times the nominal depth of the floor joists may support braced wall panel provided: 1. Floor joists are 2 X 10's 16 inches on center. 2.The ratio of the back span to the cantilever is at least 2 to 1. . 3. Floor joists at ends of braced wall panels are doubled. 4.A continuous rim joist is connected to ends of all cantilevered joists. 5. Loads carried at the end of cantilevered joists are limited to uniform wall and roof load and the reactions from headers having a span of 8 feet or less. 2.When a section of floor or roof is not laterally supported by braced wall lines on all edges. 3. When the end of a braced wall panel occurs over an opening in the wall below and ends at a horizontal distance greater than one foot from the edge of the opening. 4. Openings in the floor or roof exceed the lesser of 12 feet or 50%of the least floor or roof dimensions. 5. Portions of the floor level are vertically offset. Exceptions: Framing bearing on continuous foundation around the perimeter. 2. Wood light frame construction may be permitted to vertically offset when the floor framing is lapped or tied together as required by Sec. R502.6.1. 6. When Shear walls and braced walls do no occur in perpendicular directions. 7. If wood framing above grade partially or completely braced as per sec R602 include masonry or concrete. 30. R602.10: Bracing Braced wall lines shall consist of braced wall panels that meet the requirements for location, type and amount of bracing specified in Table R602.10.1 and are in line or offset from each other by not more than 4 feet (1219 mm). Braced wall panels shall start at not more than 12.5 feet (2438mm)from each end of a braced wall line. All braced wall panels shall be clearly indicated on the plans. Construction of braced wall panels shall be by one of the 8 methods outlined in Sec R602.10.3. The most commonly used are: 1. Let in bracing is no longer allowed in seismic zone D1. 3. Wood structural panels 5/16 inch thick applied to studs 16 inches on center or 3/8 inch thick applied to studs 24 inches on center minimum. 5. Gypsum board on studs spaced not over 24 inches on center for a single story, 16 inches on center and fastened at 7 inches on center. Each braced wall panel must be at least 96 inches in length when applied to one face of a braced wall panel and 48 inches when applied to both faces. 31. IRC sec R602.10.6: Alternate Braced Wall Panel Any braced wall panel required by Section R602.10.4 may be replaced by an alternate braced wall panel constructed in accordance with the following: 1. In one-story buildings, each panel shall have a length of not less than 2 feet 8 inches and a height of not more than 10 feet. Each panel shall be sheathed on one face with 3/8 inch minimum thickness plywood sheathing nailed with 8d common or galvanized box nails,6 inches at edges and 12 inches in the field. All edges shall be blocked. Two anchor bolts installed shall be provided in each panel. Each panel end stud shall have a tie-down device fastened to the foundation, capable of providing an approved uplift capacity of not less than 1,800 pounds. The tie down device shall be installed in accordance with the manufacturers recommendations. The panels shall be supported directly on a foundation or on floor framing supported directly on a foundation,which is continuous across the entire length of the braced wall line. This foundation must be reinforced with not less than one No.4 bar top and bottom. When the continuous foundation is required to have a depth greater than 12 inches, a minimum 12-inch-byl2-inch continuous footing or turned down slab edge is permitted at door openings in the braced wall line. This continuous footing or turned down slab edge must be reinforced with not less than one No.4 bar top and bottom. This reinforcement must be lapped 15 inches with the reinforcement required in the continuous foundation located directly under the braced wall line. 2. In the first story of two-story buildings, each braced wall panel shall be in accordance with Section R602.10.6, Item 1, except that the plywood sheathing shall be provided on both faces,three anchor bolts shall be placed at one-fifth points,and tie-down device uplift capacity shall not be less than 3,000 pounds. 32. IRC sec T602.3(1): Roof Sheathing Nailing Schedule The number and size of nails connecting wood members shall not be less than that set forth in Table R602.3(1). Footnote 'Edge spacing also applies over roof framing at gable-end walls. (See illustration #1) Updated August 24,2004 Page 9 Anacortesconstruction Guide.doc 33. IRC sec R802.10.2: Engineered Systems A licensed WA State Structural Engineer shall design trusses in accordance with ANSI/TPI1 Standards. Truss engineering shall be on site for framing inspection. NOTE: Trusses for tile roofs shall be engineered for the extra dead load of the tiles. TJI installation guidelines shall be on site for framing inspection. 34. IRC sec R802.8&R802.10.3:Truss, Rafter and Ceiling Joist Blocking Roof trusses, rafters and ceiling joists shall be supported laterally at bearing points by solid blocking to prevent rotation and lateral displacement. 35. IRC sec 502.3.1: Framing Lumber Spans Size of floor and ceiling joists, and rafters shall be in accordance with Tables R502.3.1 (1) and 502.3.1(2) or by using AF&PA Span tables for joist and rafters. Section R502.3. The first table shall be used for sleeping areas and attic joist where the required loads do not exceed 30 PSF live and 10 PSF dead. The second table shall be used for all other joists where the required loads do not exceed 40 PSF live and 10 PSF dead. Roof spans shall use tables R802.4. (1)through TR802.5.1 (9) 36. IRC sec R802.10.5&R 802.11.1: Roof System Approved high wind clips or equal positive connections shall be provided as a means of connecting roof system at bearing points 24 inches on center or less. Toenailing is not acceptable. Rafters shall be framed directly opposite each other and to at least 1" nominal thick ridge board not less than the cut of the rafter. 37. IRC sec R807.11: IMC 306.3:Attic Access A 22" x 30" attic access opening shall be provided with a minimum headroom clearance of 30" and shall be in a readily accessible location. The access opening shall not be located in closet spaces. Where a furnace is installed in a attic area, the access shall have sufficient width and height to permit removal of the fumace, but in no case less than 22"x 30". 38. IRC sec R806:Attic Ventilation Enclosed attics or enclosed rafter space shall have cross ventilation at the rate of 1/150 of the attic area and as per Section R806.2. Openings shall be covered with corrosion-resistant metal mesh with openings of 1/4" in dimensions. 39. WSEC Sec. 502.1.4.5: Eave vent baffling When feasible, the baffles shall be installed from the top of the outside of the exterior wall, extending inward, to a point 6 inches vertically above the height of non-compressed insulation, and 12 inches vertically above loose fill insulation. 40. IRC sec R902.1: Roof Coverings Roofs shall be covered with materials as set forth in Sections 904 and 905. Class A, B, & C shall be installed as required by law or when the edge of the roof is less than 3' feet from a property line. GENERAL REQUIREMENTS 41. IRC sec R702.3 and TR702.3.5.: Wallboard Attachment All edges and ends of gypsum wallboard shall occur on the framing members, except those edges and ends, which are perpendicular to the framing members. The size and spacing of fasteners shall conform to Table R702.3.5. (See attached table) 42. IRC sec R309.2: Separation from House to Attached Garage Separation from house to attached garage, shop or similar areas shall be of not less than '/2" gypsum board applied to the garage side and shall extend from the floor to the roof sheathing. Where a living area is above the garage, all supporting members shall also be covered with 5/8" Type "X" gypsum wallboard. G.W.B. shall be attached to walls with 6d cooler nails 8 inch on center maximum to ceiling 6 inches on center maximum. Doors from house to garage shall be tight fitting, 1-3/8"solid core or a labeled 20-minute door. 43. IRC sec R311.4.2: Doorway At least one doorway shall be of sufficient size to permit the installation of a door not less than 3 feet in width and not less than 6 feet 8 inches in height. The door shall be mounted so that the clear width of the exit way is not less than 32". Updated August 24,2004 Page 10 Anacortesconstruction Guide.doc • 44. • IRC sec R311.4.3: Landings There shall be a floor or landing on each side of all doors. The floor or landing shall be level with or not more than 1" lower than the top of the threshold. However, in private dwellings a door may open on the top of a flight of stairs or on an exterior landing, provided the door does not swing over that top step or exterior landing (except that screen doors and storm doors may)and the landing is not more than 7 3/4" below the floor level. Where a door opens over a landing, the landing shall have a length not less than the door width. Exterior landings may have slope not to exceed 1/4"per foot. 45. IRC sec 311.2.1,T502.5.1: Exterior Decks and Porches Approved wood of natural resistance to decay or treated wood shall be used for those portions of wood members which form the structural support of buildings, balconies, porches or similar permanent building appurtenances when such members are exposed to the weather without adequate protection from a roof, eave, overhang or cover. Girders or beams and joists shall be sized in accordance with TR502.5.1. Attachment shall not be accomplished by use of nails or toe nails subject to withdrawal. - 46. IRC sec R708.8: Flashing Approved corrosion-resistive flashing shall be provided in the exterior wall envelope in such a manner as to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. The flashing shall extend to the surface of the exterior wall finish and shall be installed to prevent water from reentering the exterior wall envelope. (see page 3, design requirement#8 for locations) 47. IRC sec R312: Guardrails All open and glazed sides of landings, decks and porches that are more than 30" above grade or floor below, shall have a guardrail not less than 36" in height. Open guardrails shall have intermediate rails or an ornamental pattern such that a sphere 4" in diameter cannot pass through. The triangular openings formed by the riser, tread and bottom element of a guardrail at the open side of a stairway may be of such size that a 6 inch sphere cannot pass through. Openings for required guards on the stair treads shall not allow a sphere 4 3/8" to pass through. 48. IRC sec R311.5.1: Stairways and Handrails (See attachment} Stairways shall be a minimum of 36" net finished in width. Handrails may project into the required width a distance of 3-1/2" from each side of the stairway. Stairways shall have at least one handrail and guardrails shall be installed on all open sides of stairways. Top of handrails shall be placed not less than 34" or more than 38" above the nosing of treads. Handrail shapes shall be constructed in accordance with Illustration #5. Landing shall be as wide•as the stairway(minimum 36")served and the landing shall have a minimum dimension of 36" measured in the direction of travel. Handrails shall be provided on at least one side of each continuous run of treads, or flight with four or more risers.(R311.5.6) Handrails shall be continuous the full length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals. The handgrip portion of handrails shall not be less than 1 % inches (32 mm) nor more than 2 inches (51 mm) in cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Handrails projecting from a wall shall have a space of not less than 1 %inches (38 mm)between the wall and the handrail. All interior and exterior stairways, including landings and treads,shall be illuminated. (R303.6) 49. IRC sec R311.5.3.1: Rise and Run The rise of steps in a stairway shall not exceed 7314"and the run shall not be less than 10" measured from the outer edge of the tread nosing straight down. Variations in height of risers and width of treads in any one flight shall not exceed 3/8". 50. IRC sec R311,5,3,2:Winding Stairways Winding stairways shall have no width of run less than 6" and a required width of run (10") provided at a point 12" out from the narrow side. Updated August 24,2004 Page 11 Anacortesconstruction Guide.doc 51. IRC sec R311.5.8.1: Spiral Stairs , The tread shall provide a clear walking area measuring at least 26"from the outer edge of the supporting column to the inner edge of the handrail. A run of at least 7-1/2" is to be provided at a point 12" from where the tread is the narrowest. The rise of the steps shall not exceed 9-1/2". Minimum headroom of 6'-6"shall be provided. 52. IRC sec R312.1 Guard Stairways open on one or both sides shall have guardrails, exclusive of their landings, as specified for handrails. A Guardrail at landings shall be no less than 36 inches in height. 53. IRC sec 311.2.2: Space Under Stairways The enclosed usable space under stairways shall be protected on the enclosed side with '/:"gypsum board. 54. IRC sec R311.5.2: Headroom Every stairway shall have headroom clearance of not less than 6'-8"(2032 mm)measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. 55. IRC sec R305: Ceiling Heights Habitable spaces shall have a ceiling height of not less than 7 feet except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling. Where exposed ceiling members are spaced at less than 48"on center,may not project more than 6" below the required ceiling height shall be measured to the bottom of the deck supported by these members, provided that the bottom of the members are not less than 7 feet above the floor. 56. IRC sec R310.1: Egress Windows Basements in dwelling units and every sleeping room shall have at least one operable window or door approved for emergency escape or rescue which shall open directly into a public street, public alley, yard or exit court. The emergency door or window shall be operable from the inside to provide a full, clear opening without the use of separate tools. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet (0.53m2). Exception: The grade floor openings shall have a minimum net clear opening of 5 square feet. The minimum net clear openable height dimension shall be 24 inches (610 mm). The minimum net clear openable width dimension shall be 20 inches (508 mm). When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44 inches (1118 mm)above the floor. Escape and rescue windows with a finished sill height below the adjacent ground elevation shall have a window well. Please contact the Building Department for window well requirements. (See attached sheet) Minimum sized rescue or escape windows are as follows: 41-inch clear min 24-inch clear min 44- inch max - 20-inch 34-inch sill height clear min clear min Updated August 24,2004 Page 12 Anacortesconstruction Guide.doc 57. IRC sec R313:Smoke Detectors Smoke detectors shall be mounted in every sleeping room and on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area. A detector shall be installed on each story and in the basement. Where a story or basement is split into two or more levels,the smoke detector shall be installed on each level. When sleeping rooms are on the upper level, the detector shall be placed at the ceiling of the upper level in close proximity to the stairway. Detectors shall sound an alarm audible in all sleeping areas of the dwelling unit in which they are located. In new construction, required smoke detectors shall receive their primary power from the building wiring and shall be equipped with a battery backup. When permits are required for work in an existing dwelling. Smoke detectors shall be added to the dwelling as required for new construction. Exception: Smoke detectors shall not be required to be hardwired in existing areas IF the area where they are required is not a part of the project AND is inaccessible through an attic, crawl space or basement. (R313.1.1) 58. IRC sec R304: Floor Area Every dwelling unit shall have at least one room that shall have not less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. No habitable room other than a kitchen shall be less than 7 feet in any one dimension. 59. IRC sec R303.1: Natural Light All habitable rooms within a dwelling shall be provided with natural light by means of exterior glazed openings with an area not less than 8%of the floor area of such rooms. 60. IRC sec R303.1: VIAQ 302.2.2: Room Ventilation All habitable rooms shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 4% of the floor area of such rooms. In lieu of required exterior openings for natural ventilation, a mechanical ventilating system may be provided. Such system shall be capable of providing 0.35 air changes per hour. (X 1) 61. 2003 UPC 408.6:Toilet Compartments The water closet stool shall be located in a clear space not less than 30 inches (762 mm) in width. The clear space in front of the water closet stool shall not be less than 21 inches (610 mm). 62. IRC sec R307.2: Shower Areas All shower areas shall be finished with a smooth, hard, non- absorbent surface such as ceramic tile, portland cement, or approved equal, to a height 6' above the floor. This material shall be installed over a material not adversely affected by moisture such as water-resistant plasterboard. Fire stopping is also required in this area as specified in R sec R602.8 63. IRC sec R303; VIAQ 302.2.1: Bathroom, Laundry Room Ventilation All bathrooms, toilet compartments, laundry rooms, closets containing laundry facilities, and kitchens shall be provided with ventilation by means of a mechanical fan ventilation system connected directly to the outside, in accordance with WA State Ventilation and Indoor Air Quality Code, Table 3-2. 64. IMC sec M502.7.3.6 Exhaust Vent Terminals The point of discharge shall be at least 3 feet (914 mm) from any opening, which allows air entry into occupied portions of the building. 65. IRC sec R1004.1.1: Emission Standards for Factory-Built Fireplaces. After January 1, 1997, no new or used factory-built fireplace shall be installed in Washington State unless it is certified and labeled in accordance with procedures and criteria specified in UBC Standard 31-2. Testing and certification shall be performed by a Washington State Department of Ecology approved U.S. EPA accredited laboratory. x<a Updated August 24,2004 Page 13 Anacortesconstruction Guide.doc 66. IRC sec R1004.1.1: Factory-built Fireplaces and Wood Stoves Approved factory-built fireplaces (zero clearance), metal chimneys, wood stoves, inserts, pellet stoves or similar heating appliances shall be installed in strict accordance with their listing and manufacturer's installation instructions. Such literature shall be provided on job site at inspection. 67. IRC sec RI 001.15,TR1003.1: Masonry Chimney Clearance When masonry chimneys are built within a structure, combustible material shall not be placed within 2"of fireplace, smoke chamber or chimney walls. When the chimney is built entirely outside the structure, 1" clearance shall'be maintained. 68. IRC sec R1001.6,TR1003.1: Masonry Chimney Height Every masonry chimney shall extend at least 2 feet above the roof through which it passes and at least 2 feet above the highest elevation of any part of the building within 10 feet of the chimney. 69. IRC sec R1003,TR1003.1 Reinforcement and Anchorage Every masonry and concrete chimney shall be vertically reinforced with 4-1/2" steel reinforcing bars extending the full length of the chimney. Ties and splices shall be in accordance with UBC requirements. Where the width of the chimney exceeds 40", two additional 1/2" vertical bars shall be provided for each additional flue or for each additional 40" in width or fraction thereof. All masonry and concrete chimneys shall be anchored at each floor or ceiling line more than six feet above grade, except when constructed completely within the exterior walls of the building. Anchorage shall be in accordance with provisions of Section 3102.4.3. 70. IRC sec R1003.12: Clearance to Combustibles Combustible materials, including drywall, shall not be placed within 6" of the fireplace opening. No combustible material within 12" of the fireplace opening (such as mantles or decorative fireplace surrounds) shall project more than 1/8"for each 1" clearance from the opening. 71. IRC sec 703: Masonry Veneer Anchored masonry veneer shall be supported on footings,foundations or other non-combustible supports. Wall ties shall be spaced so as to support not more than 2 square feet (0.19 m2) of wall area but shall not be more than 24 inches (610 mm) on center horizontally. When applied over stud construction, the 2 X 4 studs shall be spaced no more than 16 inches (406 mm) on center, 2 X 6 studs shall be spaced no more than 24 inches (610 mm)on center. Approved paper shall first be applied over the sheathing or wires between the studs. Mortar may be slushed into the 1-inch (25 mm) space between facing and paper or an air space of at least 1 inch (25 mm) may be maintained between the backing and the veneer in which case spot bedding at all ties shall be of cement mortar. Weep holes shall be provided at the lowest course. 72. IRC sec 1003.10: Hearth Extensions Hearths shall extend at least 16" from the front of, and at least 8" beyond each side of, fireplace opening. Where the fireplace opening is 6 square feet or larger, the hearth extension shall extend at least 20" in front of, and at least 12" beyond each side of, the fireplace opening. 73. IRC sec R308: Safety Glazing The following shall be considered hazardous locations for the purpose of glazing. These areas shall be safety glazed or equal. Such safety-glazed units shall be identified by permanent etching visible when the unit is glazed or equal. 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments when the bottom exposed edge of the glazing is less than 60 inches measured vertically above any standing or walking surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Updated August 24,2004 Page 14 Anacortesconstniction Guide.doc 7. Glazing in an individual fixed or operable panel, other than those locations described in Items 5 and 6 above,that meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B.Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D.One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8. Glazing in railings regardless of an area or height above a walking surface. Included are structural baluster panels and non-structural in-fill panels. 9. Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when all of the following conditions are present: 9.1 The bottom edge of the glazing is less than 60 inches above the poolside of the glazing. 9.2 The glazing is within 5 feet of a swimming pool or spa waters edge. 10. Glazing adjacent to stairways, landings and ramps when the exposed surface of the glass is less than 60 inches above the plane of the adjacent walking surface. 11. Glazing in walls enclosing stairway landings or within 60 inches of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface. 74. IRC sec R308.6.2 Skylights The following types of glazing may be used: 1 Laminated glass with a minimum 0.015-inch polyvinyl buytyral interlayer for glass panes 16 square feet or less in area located such that the highest point of the glass is not more than 12 feet above the walking surface or other accessible areas; for higher or larger sizes, the minimum interlayer thickness shall be o.030-inch. 2. Fully tempered glass 3. Heat-strengthened glass 4.Wired glass 5. Approved rigid plastic 75. IRC sec R308.1: Glazing Identification A manufacturers or installers label shall be placed on each pane of glass installed in hazardous locations. Labels shall be acid etched or applied so that it may not be removed without being destroyed. .trove waIlarst maim* Flo 71 Sally Glass YCSd I] 40d >sV✓< bI SM mmxed Glass Label a w 1 j Vft *thin 11 ec aca {( r ton DI TEMPERED 's p ua tors' reur SGCC601. CFD Rwa r Isyap. must uz s1au rc all eanawn lA+Mewl edit.One'dodos musk besolely C.v.SSW&dig,. Inwedd ItwGM x tram.,M N the Comm. Yw 76. IRC sec R321.1, MVMC 12.24:Address An address shall be posted prior to inspection. Addresses and unit numbers of dwelling units shall be posted on a contrasting background so as to be plainly visible and legible from the street fronting the property prior to final inspection. TWO FAMILY DWELLINGS 77. IRC sec R317.1: Separation Between Units Walls and floor/ceiling assemblies separating dwelling units in the same building shall be separated by one-hour fire construction (5/8" Type "X" gypsum wallboard on both sides of wall). Assemblies shall extend to, and be tight against, the exterior walls and the wall assemblies shall extend to the underside of the roof sheathing. All structural members proving support of floor assemblies shall have an equal or greater fire resistive capacity than the assembly supported. A horizontal distance of 24"shall separate outlet boxes on opposite side of walls. Updated August 24,2004 Page 15 Anacortesconstruction Guide.doc Townhouses shall be separated by two one-hour exterior wall assemblies or a common two-hour fire resistive wall. The common wall shall be continuous from the foundation to the underside of the roof sheathing, deck or slab and shall extend the full length of the common wall including accessory structures. IRC sec R317.2 • Each individual townhouse shall be structurally independent. IRC sec 317.2.4 78. IRC sec R502.12: Draft Stops Draft stops shall be installed in the attic area, enclosed soffit areas and similar areas of buildings containing multi- family units. Draft stops shall be above and in line with walls separating tenant spaces from each other and from other uses. Draft stop material shall be minimum 3/8" plywood, 1/2" gypsum wallboard or other approved material. Such material shall be adequately supported along its entirety. 79. IRC,Appendix K, : Sound Transmission Control All separation walls and floor-ceiling assemblies shall provide a sound insulation equal to that required to meet a Sound Transmission Control rating of 45.when tested in accordance with ASTM E 90. UNIFORM MECHANICAL CODE 80. IMC 304.3, IRC M1037.3: Ignition Source Heating or cooling equipment covered by this code, located in a garage and which generates a glow, spark or flame capable of igniting flammable vapors shall be installed with the source of ignition at 18" (457 mm) above the floor level. 81. IMC 303.4: Protection From Mechanical Damage Appliances installed in garages shall be suitably guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of vehicles. 82. IMC 505.1: Domestic Range Vents Ducts used for domestic kitchen range ventilation shall be of metal and shall have smooth interior surfaces. They shall be air tight and equipped with a backdraft damper.(IRC Sec M1502.1) 83. IMC 504.6: Domestic Dryer Vent Domestic clothes dryer moisture exhaust ducts shall be of metal and shall have smooth interior surfaces. EXCEPTION: Approved flexible duct connectors not more than 8 feet in length, listed and labeled may be used in connection with domestic dryer exhausts. Flexible duct connectors shall not be concealed within construction. Ducts shall terminate outside of the building and shall be equipped with a back-draft damper. Ducts shall not be connected or installed with sheet metal screws or other fasteners, which will obstruct the flow. Moisture-exhaust ducts shall not be connected into any vent connector, gas vent or chimney. (Minimum nominal size shall be 4 inches in diameter. 84. IMC 504.6.1: Domestic Dryer Vent Length Limitation Unless otherwise permitted by the dryer manufacturer's installation instructions and approved by the building official, domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 25 feet (7620mm) the maximum length shall be reduced 2.5 feet for each 45 degree bend, and 5 feet for each 90 degree bend. Updated August 24,2004 Page 16 Anacortesconstruction Guide.doc 85. IMC Sec.504: Exhaust Air Ducts Ducts shall be substantially airtight and shall terminate outside the building and shall be equipped with back-draft dampers.PRESCRIPTIVE EXHAUST DUCT SIZING -VIAQ Code TABLE 3-3 Fan Tested Min. Flex Max. Length Min. Smooth Max. Length Max. CFM @ 0.25 WG Diameter Feet Diameter Feet , Elbow* 50 4" 25 4" 70 3 50 5" 90 5" 100 3 50 6" No Limit 6" No Limit 3 80 4"** Not Allowed 4" 20 3 80 5" 15 5" 100 3 80 6" 90 6" No Limit 3 100 5"** Not Allowed 5" 50 3 100 6" 45 6" No Limit 3 125 6" 15 6" No Limit 3 125 7" 70 7" No Limit 3 * For each additional elbow, subtract 10 feet from length. ** Flex ducts of this diameter are not permitted with this size fan. 86. IMC Sec. 303,3 Prohibited Locations Equipment shall not be located in a hazardous location unless listed and approved for the specific installation. Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these. EXCEPTIONS: 1) Direct vent equipment and electric heat furnaces. 87. IMC 307: Equipment Access Equipment Room—Appliances installed in a compartment; alcove, basement or similar space may be accessed by an opening or door and an unobstructed passageway measuring not loess than 24 inches (610 mm)wide and large enough to permit removal of the largest appliance in the space. A service space of not less than 30 inches (762 mm) deep and the height of the appliance, but not less than 30 inches (762 mm) shall be provided on the service side of the appliance. Equipment in Attic — 1) An access opening large enough to remove the largest piece of equipment, but not less than 30 inches by 22 inches. 2)An unobstructed passageway which: is large enough to remove the largest piece of equipment but not less than 30 inches high and 30 inches wide; Is no more than 20 feet in length measured along the center line of the passageway from the access opening to the equipment, and; Has continuous solid flooring not less than 24 inches wide throughout its length and A level service space at least 30 inches deep and 30 inches wide located at the front or service side of the equipment. Equipment under Floors — 1)An attic access opening large enough to remove the largest piece of equipment, but not less than 30 inches by 22 inches; 2)An unobstructed passageway which: is large enough to remove the largest piece of equipment but not less than 30 inches by 30 inches; is no more than 20 feet in length when measured along the center line of the passageway from the access opening to the equipment; 3) a level service space at least 30 inches deep and 30 inches wide located at the front or service side of the equipment, and; 4)Where the depth of the passageway or the service space exceeds 12 inches (305 mm) below the adjoining grade, the walls of the passageway shall be lined with concrete or masonry extending 4 inches (102 mm) above the adjoining grade and have sufficient lateral-bearing capacity to resist collapse. Attic and under floor appliances shall be provided with a light fixture controlled by a switch located at the passage way opening. Updated August 24,2004 Page 17 Anacortesconstruction Guide.doc ' 88. IMC 801.11:Locatioh and Support of Venting System Appliances shall not be vented into a fireplace or into a chimney serving a fireplace. Venting systems shall be adequately supported for the weight and the design of the material used. 89. IMC 603: Installation of Ducts Ducts shall be securely fastened in place at every change of direction. Vertical rectangular ducts and vertical round ducts shall be supported. Riser ducts shall be held in place by means of metal straps or angles and channels to secure the riser to the structure. Metal ducts shall not be installed in or within 4 inches of the ground. Metal ducts when installed in or under concrete slab shall be encased in at least 2 inches of concrete. Ducts shall be braced and guyed to prevent lateral or horizontal swing. (IRC Sec M1601.3) 90. IMC 307: Condensate Disposal Condensate, defrost and overflow discharges from cooling coils shall be collected and discharged to an approved plumbing fixture or disposal area. (IRC Sec M1411.3) 91. IMC 301: Listed Appliances The appliance installer shall leave the manufacturer's installation and operating instructions attached to the appliance. Clearances of listed appliances from combustible materials shall be as specified in the listing or on the rating plate. 92. IMC 305: Equipment Supports and Restraints Equipment shall be supported by substantial bases or hangers capable of supporting the loads to which they will be subjected as determined by the Building Code. 93. IFC sec 3800: Liquefied Petroleum Gas Appliances Liquefied petroleum gas-burning appliances shall not be installed in a pit, basement or similar location where heavier-than-air gas might collect. Appliances so fueled shall not be installed in an above-grade under-floor space or basement unless such location is provided with an approved means for removal of unburned gas. 94. IFG 304:Air Supply Gas appliances must be provided a sufficient supply of combustion air as follows: I. Interior spaces may be used to provide air if there is a minimum of 50 cubic feet per 1,000 B.T.U. 95. IMC 2003 Sec. 704: Combustion Air If the volume of the room or space in which fuel-burning appliances are installed is greater than 50 cubic feet per 1000 BTU/h and there are no exhaust fans, dryers, kitchen ventilation systems of input rating of appliances, infiltration may be regarded as adequate to provide combustion air. Rooms or spaces containing gas burning appliances which do not have the volume as specified above shall be provided with minimum unobstructed combustion-air openings as follows: 1/2 of the required combustion air opening area shall be located within the upper 12" of the enclosure and 1/2 of the opening area shall be located within the lower 12" of the enclosure. Combustion air shall be taken from outside the building or approved source connected to the outside. When gas fueled appliances are installed within interior rooms of new construction and combustion air is provided from the outside to the room or area the appliance is located, walls floors, ceilings and door assemblies shall be properly insulated and weather-stripped. Doors shall be at least of the solid core type and must be provided with a proper tight fitting threshold.WSEC. 1997 UNIFORM PLUMBING CODE 96. UPC 103.5: Inspections No plumbing or drainage system, building sewer, private sewer disposal system or part thereof, shall be covered, concealed or put into use until it has been tested, inspected and accepted as prescribed in this Code. 97. UPC 807.4: Dishwashers No dishwasher shall be directly connected to the drainage system or food waste disposal without use of an approved air-gap. Such air-gaps shall be installed with flood level markings at or above flood level of the sink. 98. UPC 420: Shower and Tub/Shower Control Valves Showers and tub-shower combinations in all buildings shall be provided with individual control valves of the pressure balance or the thermostatic mixing valve type. Updated August 24,2004 Page 18 Anacortesconstruction Guide.doc 99. UPC 608.5; UMC 303.1.3: Hot Water Tank Pressure Relief Valve Relief valves located inside a building shall be provided with a drain not smaller than the relief valve outlet and shall extend from the valve to the outside of the building with the end of the pipe not more than 2 feet or less than 6 inches above the ground or the flood level of the area receiving the discharge and pointing downward. No part of such drainpipe shall be trapped and the terminal end of the drainpipe shall not be threaded. Water heaters generating a glow, spark or flame capable of igniting flammable vapors may be installed in a garage, provided the pilots, burners, heating elements, switches and relays are at least eighteen inches above the floor. Replacement water heating equipment shall only be required to provide a drain pointing downward from the relief' valve to extend between 2 feet and 6 inches from the floor. No additional floor drain need be provided. 100. UPC 510.2&5: Protection From Damage All water heaters installed in areas where they may be subjected to mechanical damage shall be suitably guarded against such damage by being installed behind adequate barriers or by being elevated or located out of the normal path of a vehicle using any such garage. Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. It is recommended that a strap be installed at the top and bottom. A watertight pan shall be installed beneath the water heater with a minimum three-quarter inch diameter drain to an approved location. 101. UPC 1006& 1007: Floor Drains Floor drains shall connect into a trap so constructed that it can be readily cleaned and of a size to serve efficiently the purpose for which it is intended. Floor drains or similar traps directly connected to the drainage system... shall be provided with an automatic means of maintaining their water seals.... 102. UPC 603.4.6: Frost Proof Hose Bibb All exterior hose bibbs shall be."no freeze"type. Art approved non-removable type backflow prevention device shall protect all hose bibbs unless hose bibbs are provided with an approved integral backflow preventor. 103. UPC 609.2 & 3: Water Piping All water service yard piping shall be at least ,twelve (12) inches below the average local frost depth and be connected to a double check backflow assembly above grade. The minimum cover shall be twelve (12) inches below finish grade. Water pipes shall not be run or laid in the same trench as the building sewer or drainage piping constructed of clay or materials which are not approved for use within a building unless both of the following conditions are met: (1)The bottom of the water pipe, at all points, shall be at least twelve (12) inches above the top of the sewer line. (2)The water pipe shall be placed on a solid shelf excavated at one side of the common trench. No water supply system or portion thereof, shall be covered or concealed until it first has been tested, inspected and approved. 104. UPC 314&Table 3-1: Hangers and Supports Horizontal piping shall be supported at sufficiently close intervals to keep it in alignment and prevent sagging. Plastic pipe shall be supported at not to exceed four(4)feet. Hangers and anchors shall be of material of sufficient strength to maintain their proportional share of the weight of pipe and contents. 105. 2003 WSEC;VIAQ: See 2003 WA State Energy Code for new energy code requirements and 2003 Ventilation and Indoor Air Quality Code for ventilation requirements. Handouts and literature are available at Building Department. Updated August 24,2004 Page 19 Anacortesconstniction Guide.doc ADMINIS I FfATION TABLE 1T602.3(1) FASTENER SCFIE 341LE FUR STRUCTURAL MEMBERS NUMBER AND TYPE OF OESCRWf1ON OF t1ULORIG ELEMCNTS FASTENER`t+'d SPACING OF FASTENERS Ioist to sill or girder,Me nail 3-8d — I'x 6'sublimer or km to each joist,face nail 2-Sd — z ample',1314 - 2'serbfloor to joist at glide;blind and face nail 2-16d — Sole plata to joist or blocking,fate nail 16d 16e at. Top or.oleplate to mud,end nail 2-16d Stud to vole plate,toe nail 3-3d or 2-16d — Double etude,face nail 10d 24'o.c. Double top plates,face nad Lad 24'on_ • Sole plate to joist or blocking at braced wall panels 3-16d 16'o.c. Double top plater',minimum 24-inch offset of end joints,face nail in 8-16d — lapped area Blocking between joists or railer.to top Sr toe nail 3-Sd — Banjoist to top plate,toe nail 8d 6'sac_ Top plates,laps at corners and intersections,fare nail 2-10d — Bmlteap header,two pieces with 1,4'spacer 16d '16' o.c..along each edge Continued header,two pieces 16d 16' o.c.along each edge Ceiling joists to plate,toe nail 3-Sd — Continuous header€o stud,toe nail 4-8d Ceiling joint,laps over partitions,face nail 3-l0d — Ceiling joist to parallel rafters,face nail 3-10d — RaBer to plate,toe nail 2-16d — 1'brace to each ad and plate,face bail 2-8d — 3 staples-i5;.,' — 1`x 6'sheathing to each bearing,face nail 3-Sd — 2 staple 13/4 — 1'x 8`sheathing to each bearing,face nail - 2-Sd — 3 stapled,_15;4` — Nihder than 1'x 8' sheathing to each bearing,fare net! 3-8d — 4 staples, I514' — Built-up corner studs led 24'o.c. Built-up girders and beams,2-inch lumber layers Ied Nail each layer as follows 32'o.c.at top and bottom and staavered Tlvo nails at ends and at each splice_ 2'planks 2-16c1 At each bearing Roof rafters to ridge,valley or hip rafters: toe nail 4-16d — face nail 3-16d — Rafter ties to rafters,face 3-8d — (continued) 112 2003 INTERNATIONAL RESIDENTIAL CODEC rc ADMIl4STRATIClt1 • TABLE R602.3(1}--continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ' - SPACING OF FASTENERS DESCRIPTION OF BUILDING Edges(inchesp Intermediate arrpportest MATERIALS DESCRIPTOR OF FASTENERswpa ¢nelrra) Wood strummed panels,a+,rat snr root and rill sheathing Sofaring,and particleboard wall sheathing to framing 5/ pia 6d common nail(ambflooy wall) 6 123 Sd common nail(roof 19/yz'-1w Bd common nail 6 125 li e-1114' - 10d common nail or Sd deformed nail 6 12 Other wall alrea Ming~ l/i regular cellnlmao fiberboard 1r/a`galvanized roofing nail 6d 3 6 sheathing common nail staple 16 ga.,11/2long 1/2'drachma!cellulosic fiberboard 1112"galvanized roofingnai Sd 3 6 sheathing common nail staple 16 ga-,11/2long '-5,'f structural cellulosic 15/4"galsancad roofing nail 3d 3 - 6 fiberboard teething common nail staple 16 ga,1314 long 12"gypsum sheathing 11/i galvanized roofing nail; 4 S - 6d common nail;staple galvanized, 11/2 long;li;a'screams,Type W or S sfe gypsum ahaathi:g 11/4"galvanized roofmg nail; 4 S 6d:ommam oil-staple galvanized, 15/e lng,-lste&me i W or Wood avucmral panels,combination SUM oar underlaymem to framing 3/a'and leas Ed deformed nail or Sd common nail 6 12 Ira'-6° Fd common nail or Sd deformed nail 6 12 11/a-li/a' 104 common nail or Sd deformed nail 6 12 For SI: l each=25Ammt,l foot=304.s on 1 mile parhour=I 09/mib a All nails areanaotlrnommoa,boar or de-formed--boots err ape where otbenv stared-Nails used for framing and sheathing mr-,ectiocs shall have minimum averagebeniagyieJd Months as;bow= 1si 51MFaiSsr shank diameterof0.1p2 inchtla3dcaxmmoail),cOtsir620MPa;for shank diameters larger Ma 0.142inch but notlatterthan 0.177 k,and 160 ti f6SPMPa)for.it.-ak diameters of 0.142ineh or le.. b.Staples are 16 gage Nita aad Base a thins: e-loth a diameter crown width n Nails Mall be ape ce+at sot mere that 6 inches on center et all supports where spans am 43 bass or greater d.F.corr-foci-by-S-ixt or 4-foot-by-9-foot panels abaThbe applied eerJcally. e.Spacing of fasteners not included in this table shall be based on Table R602.3Q). f F rtegiceshavhag basic wind speed of 110 mph et gteareclast defamed nails shall be asedfor aaacbiag plywood and wood rtmcturalpaael roof sheathing to f erring within m ni max 43-inch distance Eons gable end walls,if mean roof beigbt i mere than 25 feet,up to 35 feet maximum g-Farvg lervingbaae wind speedof 100 mph=lexcoalsforartachiasmodetmcumai tam'roof sbeadring re gable ead.wall twang shallbe spaced 6 inches on center-When beep wind speed is greater than 100 mpb,nags for attaching panetroofaearhiw to iute.MONate suppoas shall bespaced6 nchesen center for minimum 46-inch dintance from ridges,eaves and gable end walls;aid 4 bathes on amino gable end wall ramine. h.Gepa:m sheathing shall conform toASTM C79:adshall be insraledi`asadence with GA253.Fiberboard shcatbisashaf conform to either AN A 194.1 a ASTM C 206- i Sparing refasten:men Goa ahearbie panel edges apf cwpameledg_essupponedbyfia®ugmembetr andsr ill timewa 5 ticorpe- only- pacing oi6srecersoo roof sheathing pmeledges applies topar:el edgevataponedby fnmuaEmemebrrsand stall molptan?periraosis.Btocldogofrcofor floor sheathitg pmetedges perpeadice]arto the frambig members Mall not be--0td a4 s¢+vratintersection of adjacent twfplaoes-FYxs and roafserinrstet shall be marooned be flaming members or solid blccktaig- • 2003 INTERNATIONAL RESIDENTIAL CODE'i 113 WALL CONSTRUCTION fRAFTERS AND CEIUNG 4111 . JOISTS OR APPROVED � i ROOF TRIMS TOP PLATE SEETOP DRIWPLATE— NG AND NOTCHING PROVISIONS SECOND Si ow SECTION Rh1'Y1.fi1 • WALL STUD-- JOIST IS PERMI I I tD TO btt DNII I ING AND . BE CUT OR NOTCFIEO NOTCHING PROVISIONS FLOOR JOIST— BETWEEN THESE UM ITS SECTION Races NOTHING P OV S r kDTCF6NG PROVI510FA' �/ SECTION R5D2.6 BOTTOM PLATE \ I 4 IJ3 SPAN pi 93 SPAN {J 4 I JOIST NAILED TO TOP PLATE` { � * }5 Q±- IJ f a STUD W, 1111 T BAWD JOIST OR FOR BLOCKING AND 1 IN_x 9 IN.RIBBON BLOCKING BRIDGING -SEE CUT INTO STUD— SECTION R53,5 SEE SECTION R6U2.6 FOR FIRE BLOCKING BEARING . WALL • LAP JOIST 3 IN.MIN. BAND JOIST BOTTOM PLATE /OP.SPLICE—SI / SECTION Rae.4.1 OR BLOCKING SILL PLATE •FJOIST Iri xl • l I. V.,.^ CRAWL SPACE OR o . SUBFLOOR %/h\\\N : BASEMENT '.'` MOftOtIiFAC FOUNDATION SLAB-ON-GRADE •'• '///\\\//h\\\%//'\\\Wf 1\\ '-:;�'.' \ aif FOUNDATION INTERMEDIATE FLATFORM FRAMING BEARING WALL BALLOON FRAMING For SI:I inch=LSA mm. FIGURE R6D2.3(1) TYPICAL WALL FLOOR AND ROOF FRAMING 11S 2.003 INTERNATIONAL RESIDENTIAL CODEt WALL CONSTRUCTION TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESS IN SEISMIC DESIGN CATEGORIES A,B C and Dike ON-CENTER SPACING grudrs ) HEIGHT(Feet) 24 16 12 e Supporting a roof oak _ >10 2x4 2x4 2x4 3t4 12 2x6 2x4 2044 2r4‘4 14 2146 2x6 2,46 2x4 16 2x6 2x6 2x6 2x4 IS NA' 2x6 2x6 2x6 20 NA' NA' 2x6 2x6 24 NA' NA' NA' 24 Supporting one floor and a mat >10 2x6 2x4 2x4 2x4 12 2x6 346 2x6 2x4 14 2x6 2:46 2x6 2x6 16 NA' 2x6 2x6 2x6 13 NA' 346 246 2x6 20 NA' NA' 2x6 2x6 24 NA' NA' NA' 2r.6 Supporting two floors and a roof >10 2x6 2%6 .2.x4 2x4 12 2R6 2x6 2x6 2x6 14 2x6 2x6 2x6 2x6 16 NA' NA' 2,46 2x6 13 NA' NA' 21:6 2x6 20 NA' NA' NA' 3(6 22 NA' ALA' NA' NA' 24 NA' NA' NA' NA' For SL l mob=25.4 nun,1f Dot=3©4.5mm,l pound per square foot=0.04'79 tV,fm'-,I pound per squats inch=6595 kPa,1 rile per boor=L609herb- a Desna required b Apphcabilicy of this table anoints theLellanina;Snow load not exceedre525 psi,fyaot less than 1310 psi demainedb_y nmiltiptyieg tie 4F&PANDS tabular be,,desinvalue by the repetitive usefactor,and by the3in factor for all species except soothe®pine,Snot'Bss than L6 by 10 psi,Smtartddimrm+"aa for tooth and roofs not exceeding 6 feet,nv:tne.,.&pan forlbomaatd roof-not exceedhig 12 fret,eavessmt nearer tbmbfeet in dimension and eatencrabeetbint. Wrath she caaditionsase rot a5,ble these pmmerrs,dasi€p is sequined. o.Utility,standard,nod cd No_3 grade'amber of any sper+ea are not panuiutd. (rowtinved) I10 2003 INTERNATIONAL RESIDENTIAL CODE" • TABLE R102.3$ • MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD THICKNESS MAXIMUM MAXIMUM SPACING OF SPACING OF OF FASTENERS - GYPSUM ORIENTATION OF FRAMING (Inches) BOARD GYPSUM BOARD TO MEMBERS SIZE OF NAILS FOR APPLICATION (inches) APPLICATION FRAMING (lichen oar.) Nahsa Screws!' TO WOOD FRAMING° Application without adhesive ceiling' Perpendicular 16 7 • 12 13 gage;11/4"long.19164"head;0.098 34 diameter,11/4" annular-tinged;ri long,annunged;or 4d Wall Either direction 16 8 16 cooler nail.0.080'diameter,13f8"long,2I32 ' head. Ceiling Either direction 16 7 12 13 gage,131g"long,19/64"head;0.098 1 Ceiling' Perpendicular 24 7 12 diameter.11I4e long,annular-ringed;5d f2 cooler nail,0.086 diameter,15/C long,15/63' Wall - Either direction 24 3 12 head;or gypsum board nail,0.086 diameter, Wall Either direction 16 3 16 15f8"long, 13a"head. Ceiling Either direction 16 7 12 13 gage,1518'long,1%e"head;0.098 5 Ceilinge Perpendicular 24 7 12 diameter,13f8"long,annular-ringed;6d ' f8 i Wall Either direction 24 3 12 cooler nail,0.092 diameter,17/8"long.1r4" head;or gypsum board nail,0.0915 diameter, Wall Either direction 16 3 16 17/g"long, 9/i4"head. Application with adhesive ' C.eilingd Perpendicular 16 16 16 3/8 Same as above for 3/8"gypsum board Wall Either direction 16 16 24 Ceiling Either direction 16 16 16 112 or 5;8 Ceiling' Perpendicular 24 12 16 Same as strove for 1?2"and 518"gypsum . board.respectively Wall Either direction 24 16 24 two Ceiling Perpendicular 16 16 16 Base ply nailed as above for hib"gypsum 3/g layers Wall Either direction 24 24 24 board;face ply installed with adhesive . For St: 1 inch=23.4 mm. a.For application without adhesive.a pair of nails spaced not less than 2 inches apart or more than 21i2 inches apart may be used with the pair of nails spaced 12 inches on center. b.Screws shall be Type S or W per ASTM C 1002 and shall be strfiiciendy long to penetrate wood framing not less than'`s inch and metal framing not ltss than 3'8 inch. c.Where metal framingis used with a clinching design to receive nails by two edges of metal,the nails shall be not less than 5r<inch longer than the gypsumboard thickness and shall have ringed shanks.Where the metal framing has a nailing groove formed to receive the nails,the nails shall have barbed shanks or be 5d, 131/2 gage.1'/8 inches long,1544-inch head for 112-inch gypsum board;and 6d,13 gage,17,18 inches long,15/64-indt head for 515-inch gypsum board. d.Three-eighths-inch-thick single-ply gypsum board shall notheusedona ceiling where awarer-based texturedfnishis to be applied,or where it wittbe required to support insulation above a ceiling.On ceiling applications to receive a water-based texture material,either hand or spray applied.the gypsum board shall be applied perpendicular to(ranting.When applying a water-based texture material,the minimum gypsum board thickness shall be increased from 3/8 inch to 1ft inch for 16-inch on center framing.and from 1f7 inch to'jg inch for 24-inch on center framing or 1/2-inch sag-resistant gypsum ceiling board s-hall be used. e.Type X gypsum board for garage ceilings beneath habitable rooms shall be installed perpendicular to the ceiling framing and shall be fastened at maximum 6 ' inches o.c.by minimum 17is inches 6d coated nails or equivalent drywall screws. Updated August 24,2004 Page 24 Anacortesconstruction Guide.doc TABLE R703.4 WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS TYPE OFSUPPORTS FOR THE SIDING MATERIALAND FASTENERS4°, Wood or wood Foam NOMINAL JOINT SHEATH. elutctree Fiberboard Gypsum plastic Number w ' TWCIOIESSa TREAT. MG PAPER Panel sheathing sheathing sheathing Direct to °Pacing of stDINQMATERIAL . (etches) MENT REQUIRED sheathing into stud Into stud hate Mud studs fasteners OAF91 Lap Na 0.120 nail 0.124 nail 0.120 nail 0.120 Sr Not Without 1 fa"long 2"tong 2"long allowed Horizontal insulation 0.120 nail 0.120 nail 0.120 nail Not Same asslod aluminum° 0.024 Lap No t 0.120 mall"I/a'long 2"long 2"beg allowed apaowg With 0.120 nail 0.120 nail 0.120 nail 0.120 nail limitation 0.039 Lap No lim Ilia"long 21Ja"long 21/2"long O.I20 nails lylar long Brick veneer 2 Section Yea(Note See Section R703 and Fi R703.7h Concrete masonry venter 2 R703 m) Siam R..AM.rdl r( te See 6'panel edges Panel aiding-vertical Note R703.2 Noo Mateo Norco Nolen Nolen 12'iotee sup.P Hardboard' Same as stud Lap-sidinglaorizetdal 7/is Note r Yes Note g Note q Note q Note q Note q spacing 2 per bearing 0.113 nail 0.113 nail 0.113 nail 0.113 nail' Same as stud &cell 29 ga. Lap No 1314' 23f4" 211L° Not allowedSt spacing Staple-131a" Staple-2'/2" Staple-21ft" °per` Storm venter Section Yes(Note Ste Section R703 and Figure R703.74 R703 m) 6d box nail, 3/a-112 Noteg Note,g 6d box nail 6d boa nail 6d than nail boa sail= 3/6 net 6" an eel . Particleboard panels pang' allowed 12"inks sup. sja Note g Note g 5d box nail 5d box nail 3d box nail box nail' 6d box nail Plywood paned 0.099 0.113 0.099 0.099 (exterior grade) Note g Note g nail?" oail-21,a` nail-2' 0.113 nail'' , 6"on edges 0.120 nail 0.120 nail 0.120 nail 0.120 nail' Same as stud Vinyl siring° 0.035 Lap No PK 2' 2" Nor allowed Staple-13)4" Staple-21;." Staple-21h' Staples spacing Woody Rustic,amp ','s Min Lap No Face nailing des,6" Shiplep 19innAverage 0.10 widths,1 nail Lap No Fasteaerpexhalioa into stud-i" nail-21/2" Per beating: Bevel 7/1d ^.K.aple-2 8"¢laths and over.2 nails Belt tip 3/16 Lap Na per bearing 6d 6d corrosion 6d 4d 6'cc on 'siding' Yes cenasion conosion en Ission edpes.12"oc Fiber cement panelgar Sfie Note t resistant Note y resistant nail' resistant _ resistant on interned. nail' rail" nail' studs 6d 6d 64 6d corrosion Fiber cement lap siding' 3 Noteu Yes corrosion corresa conosiou R insresistant Note s Note y resistant resistant - resistant nail' OT1l° nail" nail' For S1: 1 inch=25.4 min. a. Based on stud spacing of 16 inches on center.Where studs are spaced 24 inches,siding shall be applied to sheathing approved for that spacing. b. Nail is a general description and shall be T-head,modified round head,or roundhead with smooth or deformed shanks, C. Staples shall have a minimum crown width of 744-inch outside diameter and be manufactured of minimum No.16 gage wire. d. Nails or staples shall be alutninuna,galvanized,or ant-preventive coated and shall be driven into the studs for fiberboard or gypsum backers. e. Aluminum nark shall be used to attach aluminum siding. f. Ahuninuna 0.019 inch)shall be oubsctedordywhen the maximum panel width is ID inches and thenaximutn flat area is8inches.The tolerance for aluminum siding shall be+0.002 inch of the nominal dimension. g. H boardsorpaucls are applied oversheathing or a weather-resistaannremblane,joints need not be treated.Otherwise,ve=tic ljoints shall occur at studs and be covered whir batteue or be lapped. h All attachments shall be coated with a corrosion-resistive coating. i. Shall be of approved Iryc. (con.dnueS) Updated August 24,2004 Page 25 Anacortesconstruction Guide.doc Footnotes to Table R703.A—continued • j. Three-eighths-inch plywood shalt not be applied dircitytostudsspacedgreaterthani&inchesoncenterwhenlongdimensionispirnfeltostuds.One-hall'-inch plywoodshal not may be applied ditectly toswds ce4greater that,24b on am spacing di lnoteaceedthepanelspa natingpmvidedbythe manufacturer unless the panels arc installed with the face grain perpendicular to studs or over sheathing approved for that stud spacing. k. Noodboard sidings applied vertically shall be nailed to horizontal nailing ships orbedking set 24 inches on center.Nazis shall penetrate 15 inches into studs, studs and wood sheathing combined,or blocking.Aweather-resistant membrane shall be installed weatherboard fashion under the vertical siding unless the siding beatdsare lapped or battens are aced I. Hardboard siding shall comply with AIM A135.6. m. For masonry veneer,a weather-resistant membrane or building paper is not tequked overwatex-repellentsheatbing materials when a!-inch airspace isprovided between the veneer and the sheathing.When the 1-inch space is filled with mortar,a weather-resistant membrane or buitdingpaper is required ova studs or sheathing. n. Vinyl siding shall comply with ASTM 0 3679. - o. Minimum shankdiameter of0.092inch,minimum head diameter of0225 inch,and naltlength musraccommodate sheathing and penetrate framing 1.5inches. p. When used to resist shear forces,the spacing must be 4 inches at panel edges and 8 inches on interior supports. q. Minimum shank diameter of 0.099iach,tun:imum head diameter of0.240 inch,and nail length must accmnmodate sheathing and penetrate framing t5 inches. r. Vertical end joints shall occur at studs and shall be covered with a joint cover or span be cmdked s. lamer cement siding shalt comply with the requirements of ASTM C 1186. t. See Section R703.100.1. u. Minimum 0.102 inch smooth shank,0.255 inch round bead v. Minimum 0.099 inch smooth shank,0.250 inch round head. w See Section R703.10.2. x. Face nailing:2 nails attach stud.Conceated nailing;one llgagelt/2galy.roofing Ball{0.371 inch he ad diameter.0.120inch shank)or 6dgaly.box nail attach stud. y. See Section R7032,Exceptions. z. Minimum nail length must accommodate sheathing and penetrate framing 15 inches. Updated August 24,2004 Page 26 Anacortesconstruction Guide.doc i1r4-Tor 1„Z. lit( 1';2 MIN. TO 2" MIN ". %\liel 1'12' 11/4"TOr MIN. —- H .,-ta 31:i'MAX. ,,, A ` t O� `-Z� NOTE: OTHER SHAPES MAY BE ACCEPTABLE . 1F THEY PROVIDE AN EQUIVALENT _t GRIPPING SURFACE. IIIIIP,_y NOT ACCEPTABLE • Updated August 24,2004 Page 27 Anacortesconstruction Guide.doc • Public Works orks Engineering and Development Services Cep Residential Inspection � � � I �� Address: ?,cc,ci Et2lta�wt Cg:, Date: k1 z z/Cad Owner- ___ nThe c t \n c t\n- • Y LE-5 Contractor " / Inspected by: _,h w. s 1\1 •\ lw 1. Water Meter Box lA Set firm and level to finished grade or backside of sidewalk elevation. n Lid and box undamaged. clEg Water meter and customer shutoff installed. IA No debris. ® Accessible—no landscape obstruction. Apt C] Driveway installation has drive-over box and lid. Customer gate valve intact vi No leaks at connections. 2. Curb and Gutter pNo cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. If road frontage improvements: ❑ Expansion joints every 15 feet and at driveways- ❑ Concrete has broom finish. D No low spot at curb line, especially at driveway cut. Maximum grade change in 20 feet is '''A inch. 3. Sidewalk poNo cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. 10 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 rvi No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable IP marks- ADA compliant. • • • • 5: Streets 4� I A 0 No cracks, blemishes. If road or alley improvements: D - Received proctor and sieve analysis of ballast, crushed rock, and asphalt Received passing materials testing reports for sub-grade, ballast, crushed rock, and asphalt. . d Received tonnage tickets consistent with required thickness per approved• plans. . • 6. Sanitary Sewer IN Inspection card signed off and/or verified in Building Department database. As-built record filed in the address file. Screw cap(s) installed on clean-out(s). 15t1. Clean-out(s) set at finished grade. • 7. Storm Drainage - gl Inspection card signed off and/or verified in Building Department database. 174 As-built record filed in address file. M Not blocked or diverted to adjacent parcel. tAi\ 8. Public Utilities Out of Traveled Way 1 n Concrete collars around•City utilities. 0 Final grading ok. n Restored to prior condition or better. 9. Landscape uU ��T � n Bonded for comp etion at later date. Verified against approved landscape plan: IN Installation. - '® Type and quantity of plants. IN Sod or seed in place. 0 Root barrier (receipt filed). • 10. Erosion Control Measures BMPs removed. All debris removed. Site dean. 511 Permanent vegetation established. 0602704-1 0001 01/27/2006 002 102 Permit Fees 006215 $72.00 Y U City of Anacortes Permit#: t3Lo-2006-0062 904 6th Street Issue date: 01/27/2006 ,may P.O.Box 547 f " "f Expire date: 01/27/2007 • tll ' Anacortes, WA 98221-0547 <rLkrr (360) 293-1901 Job Address: 3009 MERIDIAN CT Permit Type: Grading Permit ANACORTES WA 98221-4809 Project: APN: P108682 Remarks: it Owner: ISLAND DEVELOPMENT Contractor: li Address: PO BOX 1364 Address: ANACORTES WA 98221-6364 Phone: (360)661-3119 Phone: License#: General Information: Fees: CUBIC_YARDS 300 Grade and Fill 72.00 Total Calculated: 72.00 Deposits/Receipts: 0.00 Total Due: 72.00 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 CITY OF ANACORTES 4. •4,7 GRADE AND FILL PERMIT APPLICATION Owner Information Site Address: 'OO r/ Aleirlattsi 61� W? Date: / % Applicant/Owner's Name: LLSkJ) )aa� 4GG Mailing Address:/0rG6.e /j/l✓ !� City: jdG r44° State: Z.J4 Zip: Wye/ Phone: f 3 `D � Legal Description of Proposed Site: Plat of Lot: Block Addition:Meri4'Arn Ater/ Parcel No.:P/ Contractor Information • Contractor's Name: / &MilekuN.Y'i GLC. Mailing Address:Aea' d8k /3(o City:,41tta L#P 4 State: Gil4 Zip: ,9S . 7 Phone: flV—C Vi6 Contractors License No.: f5L.f/104V I SIC) Expiration Date: 0b/7 Describe work to be performed: Quantities of export &import material (cubic yards) ,forma ..ZPOiarrA Check List: Yes No Not Applicable Approved Land Use Permit ❑ ❑ ❑ SEPA(over 500 cubic yards) ❑ ❑ T Other Agency Permits (if required) ❑ ❑ C ' Fees I,hereby certify that I have read and examined this application and the City of Anacortes Grading Standards. Performance of the proposed work shall follow all applicable laws and regulations.The owner/applicant shall assume full and complete responsibility for said work and shall be responsible for the acquisition and compliance of all applicable permits and/or authorizations,which may include,but are not limited to,WSDW Hydraulic Project Approval(HPA),WSDOE Notice of Intent (NOI),any Corp of Engineers Fill Permits,the requirements of the Endangered Species Act,and the Forest Practices Application(FPA). Signed: a � % Date: ileaehD Applic Approved: Date: Building Department 1,Sy O Grading/Clearing Permit Building Department/Engineering Department w P.O. Box 547-Anacortes,WA 98221 1'000 360.293.1901/Fax 360.293.1938 Appendix Chapter 33—Excavation and Grading(Excerpt from Full Code Book Located at City Hall) Section 3306—Permits Required Ordinance No.3306.1 Except as specified in Section 3306.2(see below) no person shall do any grading/clearing without first having obtained a grading permit from the City of Anacortes. Exempted Work. A Grading permit is not required for the following: 1. When approved by the City of Anacortes,grading in an isolated,self-contained area if there is no danger to private or public property. 2. An excavation below finished grade for basements and footings of a building, retaining wall or other structure authorized by a valid building permit. This shall not exempt any fill made with the material from excavation or exempt any excavation having an unsupported height greater than 5 feet after the completion of such structure. 3. Cemetery graves. 4. Refuse disposal sites controlled by other regulations. 5. Excavations for well,tunnel, or utilizes. 6. Mining, quarrying,excavation, processing or stockpiling of rock, sand,gravel, aggregate or clay where established and provided for by law, provided such operations do not affect the lateral support of increase the stresses in or pressure upon any adjacent or contiguous property. 7. Exploratory excavations under the direction of soil engineers or engineering geologists. 11 8. An excavation that(1) is less than 2 feet in depth or(2)does not create a cut slope greater than 5 feet in height and steeper than 1 unit vertical in 1-1/2 units horizontal(66.7%)slope. 9. A fill less than 1 foot in depth and placed on natural terrain with a slope flatter than 1 unit vertical in 5 units horizontal (20%)slope, or less than 3 feet in depth, not intended to support structures,that does not exceed 50 cubic yards on any one lot and does not obstruct a drainage course. Exemptions from the permit requirements of this chapter shall not be deemed to grant authorization for any work to be done in any manner in violation of the provisions of this chapter or any other laws or ordinances of this jurisdiction. (Please check with the Planning Division should you have any questions). 3309.8 Regular Grading Permit Requirements. Each application for a grading permit shall be accompanied by a plan in sufficient clarity to indicate the nature and extent of the work. The plans shall give the location of work,the name of the owner and the name of person who prepared the plan. The plan shall include the following information: • A complete application • Vicinity Map • 5 each Site plans which shall include the following: ✓ Location of any buildings and/or impervious surfaces(driveways, parking lots, sport courts,etc.)where work is to be performed and the location of any buildings or structures within 25 feet of the proposed grading. ✓ Location of any existing wells and/or septic systems ✓ Existing topography ✓ Dimensions and depth of cuts and fills(Include proposed quantities of cuts, 1 exports and imports) ✓ Indicate the nature and extent of work 006 lz /&f4 'j1' it 1- Gee - 5.ow st or. p Qx,�l as G° NA° CORVES a WAS n1.1 IN1G 7 0N • • -••-••- _••-..--- DRAWING INDEX SITE LEGEND 1A1 ARCHITECTURAL .. - —..— PROPERTY uxE 11 A1.1 y7E PLAN BUILDING SEIBAq( 11 -[ IIIIIII --- 1 'T_ 11 A21 FOUNDATION PLAN k DETAILS RI01T OF WAY CENTER 1 C..�E1 I -- A272 SHEARWALL PIPN&DETAILS ------ FecNENT 1 1 PONT OF LOT A3 2 MAIN LEVEL ARP RAN GENERAL NOTES DRAINAGEWAYAREEH I _. _ ._.._ .__ "_ _ A4.1 FLOOR MANG PLAN —TOP OF&OPE— TOP OF SLOPE I - "_1 A4.2 ROOF FRAMING PLAN SIT FENCE ETE SIDEWALKtr 1 Pao•Fxtt uxE OEVAmx A5.1 WALL SECTIONS 1 - 5 _ .._. _.__ CONTROL JOINT PROW EASEMENT A51 BUILDING SECTIONS AA-BBB CON MERIDIAN COURT I C.] A6.1 BUILDING ELEVATIONS AREA 6 CONCRETE yP 1 _.._..___.._.._.._.._.._ gyp—.._ fr.._e. _ .�.�. �L4YFII IF [�R� I L� L -I�YIN I! . \, I err? AL;- �r,;ILA. _ PROPERTY CORNER ,f, CORK GRA➢Ea�—: `j1 "Y ;'\ d • `..V� a +"` :.____________7_, a Iv bT. 20.e:17:iiirt �:' y`3,,,f,J1., _ uss: _i�scDa r9 .;, aa33.a3aa" k`�C.- > IVDTL. ansPAONE(� r`Y 1%l aaac F ;':;ti, �• ^ /` \ �iaev� Al-I �`�� connRAciciRs IF: REVIEVY Pt DRAWOR NGS PRIOT R O STARTIOC,- .."1.\ ACS2WC .`� ,r -/ r " IS SHOWN ON ONE DRAWING d i ADDRESS s f H 9 ( DRAINAGE • I RUN RODE tr SITE DRAINS 01 4'PVC MCN1111 TIE TO STORM SEWER,TIE FOOTING DRAINS T. / • I _ - �5 I D �Y' 110111111E DORM GRADE W 5'-0'INN FROM 1 1 I RV,IE✓ -q^ ry P�-e t q3 J j BUILDING. i/ ,`• r ",s".,�,�..,,, ,,;pf' ,�,ram ', ,v,� PP. 5 P1=?r� " 7 i 3�a. U4'L:f-l(rJrydjyT'�l / _ r {�{ , 1 1 - k 2'v'' .€.`}s 'fi•`4s5 -rC C:: 1 9-1-1-d r-.E--r'✓ _`v.-re �.1',J'Y::C5d' N .r H¢ 1 - ( I - v= 2 i�-�% -$".+LC✓'y 1," `yj U - �i 1 E ..� .�.-.. Lfi c.i, ,y�.- I EROSION CONTROL: - % +;, y� ` ,� 1 n �` i lf4" Fw •E •`y. 4 t�i' 3�OPE�'90a y11nxE INSTALL aayNO Eav / \ 1 - ! 1 •1 - -- 4 1 ih w „s+¢F @•.,? `'`'is £ ll3.t 1 I a. ,` C0151RUCnON,SILT FENONG TO RDWN MI i _ „'�` ` ALL CONSWUCnON Is CDNR£IEL AND - 4S;�•. +.{. 1. +.}:e}_+.D..:•'^��-•,\ .1.,:. PATo I IANDSCME IS w PUCE • \• • _ � 44amw.nwi-1 f � 4S'CS.eli`"+ 2} ``2„_`yf"3, Illf S I iaEAs o silocx�Plaim soummSTRAY,1 • 1 { I { 777: 'I I 4744'iNi k * i� sz", ;,2:`.„,- . ` Man;. "ems` ,.e-z v' � .� .y 5r 3 PROJECT DESCRIPTION: _1LaP�6v�R 210Ot]IE LOOAffiI_ '.i - .> •v ... a',- .,,s., I .l {I _ _ ,qfP. n, ;, : coat,.• x,r,4'rf - ';4,,;4:;-rn tA45-1g `: ,3,,;..-:s.�;F':+;: NEW�.t,,, ;. =-i.\ r -' O;viC: `'IT .' a •i';'.`. +,�„ d 'x.`�'" ,$";`�..x,�' z' "s I DAYll(GNT SASEIAEHTDENCE W/ 3\Y NAw E% FLOOR AREA•2 1 S.F. ?• N` I' J _•.". a w251491 y9� .r6r •i,�y o of 4 . 4''' 1 it . {: �sss '• f:k' LONER LEVEL FLOOR AREA•1,065 SF. `•i i1 E- z F, #{ I avd�:'.Fkv `yR:xr-�4. • e>F`,?$<5„"r "'i""'a"a s � : K sh' `{•`y 151 I GARAGE ROM AREA•647 S.F. �¢ _; .'' ,MT .i OP/1 ;Y ; 4 s4.1*, ,,,,• -t''<' ss cd COVERED A•4 3 SF.w sF. •'s `, „sly Al . .�{' V, • 'fir } •4 NG DECK AREA•4Sl 5F. 1p • 1 C \.c. - �it _ 4"4 e PARCEL INFORMATIOt '[''6- ' `:F ` � F,¢ •`2" .may" -•--"C YR� _'`eY�"i �, s." . "111,` :.- v § ,xr;�.4'.,}� ;dam' ' _5,.£x k+ ,f y2, Y +' y•_ s, 511E ADDRESS. lIX9 NFADIAN COIRT \`� -., .`p ti4y+'.P,I, r 3;'i h. ANAC4RIE5,WASHWGTM 90221 ;k1: S's"•s`„e,"'zcsi:;',`ram.�yw' . " i+'c ;� '.,`'rr ,r3,r'ss'ss-, =s 3 ,-; r 4, W-dd•? it- 1:10 ''=�.K G^•;.;Ie s'>'<'1 fi:1.10:: s"1 :3y,'",.._`s,:ea:,y,�'.,�a^,'3'�^ram' SNORT RAt:uDtlO1AN RIDO V T) • I -r'"t,-- tt' :y*A II 2� 1 4;-- s:•- `r> > i _Z-/4 4 5,A LOT S }•'i R: %�, -•f}R`- - ! f r �'td,` , W1�'r,,y�'5 O`-a ir'- ry �' - If.F_ �.c' .l TAX ACCOUNT No.J50127-2-00F11GO \ pTI I, tiis __ _'_r: ' _ ?��I;I� IIII•I.• 4;f5n+l SDI Iel•, a-'_ - _:_",, _t: „!: ar-G' }c I ,; 5N3,f,, y','�il'v 5'f�f� r 3_s:: k - = �'t3�,L'+s ql� To wOc PARCEL No.PI09e82 I, a :zitit e'er- _Fsa, ,r5 , 1, rAI A q 1W-0• N L r+-'-'v�i"O-='- __' '---__a "4i0h4'�''! �(p 2i S,A' ' �5r''Sih'Ir',�' �i'i,'f�',' i�t4hh -ate. , __-•�; SEC.21-TYP.u-RNG 0 Aa =-_^-"'-_it_%li i' ri=-le'�,� II'I,1 loP„',' .jmtill li {��..."yi . -i _-.4-=_ —r ,M$_= V-"_fit- SE 51_+t__%i ,4 s,...kki^ ti lu�4�, _ '! { 360-3S5-rfazerpai-VP-4t9 ma( • tax a I II 1 i NORM g m SITE PLAN e 2$ SCALE •1N'•t'-o• I e R 17 I OT SIZE -16609 S II LOT SIZE-16,609 SF. B1DG FOOTPRINT-3,450 SF. I NI LOT COVERAGE••21 x a ✓ North Arrow ✓ Property lines and dimensions/copy of recent boundary survey ✓ Show all streams,wetlands, ponds, etc. ✓ Include SEPA*checklist if required ✓ Include any additional agency permit documentations(i.e.: HDPA,WSDOT, Skagit County, etc.) ✓ Soils engineering report if required by the City Engineer/Building Official ✓ Drainage analysis if required by the City Engineer/Building Official *Grading Requirements for more than 500 Cubic Yards If the grading involves 500 or more cubic yards, a SEPA(State Environmental Policy Act)review shall be applied for. The Planning Division can provide you with the necessary forms. (The fee for SEPA is$200.00) For questions contact Planning Department at 293-1907. Grading in excess of 1,000 cubic yards shall be performed in accordance with an approved grading plan prepared by a Licensed Washington State Civil Engineer. Plan Review Fees. When a plan or other data are required to be submitted, plan review fees shall be paid at the time of submitting plans and specifications for review. Said plan review fee shall be as set forth in Table A-33-A. Separate plan review fees shall comply to retaining walls or major drainage structures as required, and as determined by the City Engineer. For excavation and fill on the same site,the fee shall be based on the volume of the excavation or fill,whichever is greater. 50 cubic yards or less No fee 51 to 100 cubic yards $23.50 101 to 1,000 cubic yards $37.00 1,001 to 10,000 cubic yards $49.25 10,001 to 100,000 cubic yards-$49.25 for the first 10,000 cubic yards plus$24.50 for each additional 10,000 cubic yards or fraction thereof. 100,001 to 200,000 cubic yards-$269.75 for the first 100,000 cubic yards plus$13.25 for each additional 10,000 cubic yards or fraction thereof. 200,001 cubic yards or more-$402.25 for the first 200,000 cubic yards plus$7.25 for each additional 10,000 cubic yards or fraction thereof. Other fees: Additional plan review required by changes, additions,or revisions to approved plans @$50.50 per hour, (minimum charge one(1) hour). Grading Permit Fees. A fee for each grading permit shall be paid to the City of Anacortes as set forth in Table A-33- B. Separate permits and fees shall apply to retaining walls, or major drainage structures as required. There shall be no separate charge for standard terrace drains and similar facilities. 50 cubic yards or less $23.50 51 to 100 cubic yards $37.00 101 to 1,000 cubic yards-$37.00 for the first 100 cubic yards plus $17.50 for each additional 100 cubic yards or fraction thereof. 1,001 to 10,000 cubic yards—194.50 for the first 1,000 cubic yards plus$14.50 for each additional 1,000 cubic yards or fraction thereof. 10.001 to 100,000 cubic yards-$325.00 for the first 10,000 cubic yards plus$66.00 for each additional 10,000 cubic yards or fraction thereof. 100,001 cubic yards or more-$919.00 for the first 100,000 cubic yards plus$36.50 for each additional 10,000 cubic yards or fraction thereof. Other fees: Additional inspections outside normal business hours @$50.50 per hour(minimum charge two (2) hours). Re-inspection fees assessed @$50.50 per hour(minimum charge (1) hour). 2 3069 M ca( b,AN 6or 4 Floot JO;ST n ØFM/Ct1C1) Ce km)6 1e WE/6Hr .7 > ' Co W, p s-c;e Th ICI LA-- 2 3ztkpq Merioli4A C,R- v STRUCTURAL CALCULATIONS FOR MERIDIAN PLAN Anacortes, WA December 27, 2005 Job No. 05-262 PREPARED BY: 11 SCHEMMER ENGINEERING INC. 317 Commercial Avenue, Suite 101 Anacortes, Washington 98221 t x ;, (360) 293-9006 101• C www.schemmereng.com Z • I4 ivy y !481 Q <� IS TO. - \�� Ir7fZY'/c-1//3 1 litho-* q , 4 ,,, r= 1= 0 = 1, 0 fS= 1 d,41( I . G y t, 0 f 4-, 4 e wiNo 0 arry r- ` Z ' ) 1( 14 4 Z I bot r el id4ct Al Jyz xt4,4 = I3'1 .r£ iL 2c2ai& 0 °'(` VZi te,c- cp. f2 0- 0 , IZI'd Cufw- -rare, 414 1 L1A17 :aiti +07Lt t/4/� Li'c-Ae7?/4- gu, 1,2 Gov.,ce:lS-Af?S A 2.5 /I gD 10 r5 4--5 e 5- d)ao (0 90 G /Z 21 cpa 7 30a) 2 E. /4- OS-to 2°) b-7 ft /I 1 '900 /C 131- / of zt 4/ /3 25 19 129 N zi [ 4-4 0 25" Sg ,1^ 13 f2.340 2©,S t Iet- g 2,0 -% o 25" /44- L /4- Z 0 20 00 d M g /0op 1- 'L S20 � l lv is l26) jot poe /n/S 0 STi-tit, i4/5Tµ0i 4- Q ms r - Rev- 580012 ASCE 7-02 Earthquake Load Calculations Page 1 Description Occupancy Category ASCE 7-02 Table 1-1, 2003 IBC Table 1604.5 "I" : Buildings and other structures that represent a low hazard to human life in the event of failu Occupancy Importance Factor = 1.00 ASCE 7-02 9.1.4 Seismic Use Group = s ASCE 7-02 Table 9.1.3 Ground Motion ASCE7-02 9.4.1.1, 2003 IBC 1615.1 Latitude = 48.465deg North Longitude = 122.617deg West Location : Anacortes, Skagit County,WA 98221 Max. Ground Motions,5% Damping, from USGS 1996 maps S s = 1.171 g, 0.2 sec response S 1 = 0.361 g, 1.0 sec response Site Classification ASCE 7-02 Table 9.4.1.2, 2003 IBC Table 16.15.1.1 "D" : Shear Wave Velocity 600 to 1,200 ft/sec = D Site Coefficients Fa& Fv ASCE 7-02 9.4.1.2.4, 2003 IBC 1615.1.2 (using straight-line interpolation from table values) Fa = 1.03 Fv = 1.68 Maximum Considered Eartquake Acceleration ASCE 7-02 Equation 9.4.1.2.4-1 & 2, 2003 IBC Equations 16-38& 16-39 S Ms = Fa*Ss = 1.208 SM1 = Fv* S1 = 0.606 Design Spectral Acceleration ASCE 7-02 9.4.1.2.5, 2--3 IBC 1615.1.3 SDS= SMS* 2/3 = 0.805 SDI =Smi * 2/3 = 0.404 Seismic Design Category = D ASCE 7-02 9.4.2.1, 2003 IBC 1616.3 (SDS is most severe ) Basic Seismic Force Resisting System ASCE 7-02 Table 9.5.2.2, 2003 IBC Table1617.6.2 Bearing Wall Systems Light-framed walls sheathed w/wood structural panels rated for shear resist NOTE See ASCE 7-02 for all applicable footnotes. Response Modification Coefficient " R" = 6.50 Building height Limits System Overstrength Factor "Wo" = 3.00 Category"A&B" Limit.No Limit Deflection Amplification Factor "Cd " = 4.00 Category"C" Limit: No Limit Category"D" Limit Limit=65 Category"E" Limit Limit=65 Category"F" Limit Limit=65 Rev 560012 ASCE 7-02 Earthquake Load Calculations Page 2 li- Description Average Floor Area per Level= 0 ft2 User defined Shear Carrying%Ratio= 0.000 Reliability Factor" p"= 1.000 Equivalent Lateral Force Procedure ASCE 7-02 9.5.2.5, 2003 IBC 1617.4 The"Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE7-02 9 5.5 Determine Building 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 Building Period "Ta" Calculated from Approximate Method selected = 0.000 sec " Cs " Response Coefficient ASCE 7-02 9.5.5.2.1 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 ASCE 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*W = 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 Total Base Shear= 0.00 k Sum (Wi* Hi^k) = 0.0 k-ft Base Moment= 0.0 k-ft Diaphragm Forces : Seismic Design Category" D ", " E "& " F " ASCE 7-02 9.5.2.6.4.4 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*S DS*I *Wpx MAX Req'd Force @ Level 0.40*S DS* I*Wpx Fpx: Design Force @ Level Wpx*SUM(x->n) Fi / SUM(x->n)wi, x=Current level, n =Top Level Rev 5e0012 ASCE 7-02 Earthquake Load Calculations Page 3 Description Combination of Load Effects ASCE 7-02 9.5.2.7, 2003 IBC 1617.1.1 D Qe H &V Load Effect E Load Description Dead Load Seismic Load 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 t=p*Qe +020*SUs.D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p•Qe +0.20*SDS•D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS•D = 0.000 ° e 0 p o 0 0 0 Wts r� �' � a so" 1100, \lir° ° CIP ° ® , 00 oa E1d o0 oo L9 2 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ❑ n . e 0 n 00 • m 0 G� V ocpp ,,Jci:„ - A a o0 PO ]C ao I ❑ O ❑ , ' III � ❑ ❑ ® o ❑ li l 11 II Ore 2C O - I - - SHEARWALL SCHEDULE 8d COMMON (SHANK DIA. = 0.131 "), 10d COMMON (SHANK DIA. = 0.148") MARK SHEAT-ING NAILING NOTES • ° 7/16" CD—X ONE FACE 8d @ 6" O.C. PNL EDGES 1,2,6,9 J \ ' / OR STRUCT II OSB 8d @ 12" O.C. HELD /2 \S ' 7/16" CD—X ONE FACE 8d @ 4" O.C. PNL EDGES 2,3,6,9 \ J OR STRUCT II OSB 8d @ 12" 0.C. HELD r. ��' 7/16" CD—X ONE FACE 8d @ 3" O.C. PNL EDGES 2,3,7,9 ® OR STRUCT II OSB 8d @ 12" 0.C. HELD /4 t 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 Si 7/16" CD—X TWO FACES 8d @ 4" 0.C. PNL EDGES 2,3,4,8,9 OR STRUCT II OSB 8d @ 12" 0.C. FIELD \6 \ , 7/16" CD—X TWO FACES 8d @ 3" O.C. PNL EDGES 2,3,4,8,9 \ / OR STRUCT II OSB . 8d @ 12" O.C. HELD O7/16" CD—X TWO FACES 8d @ 2" O.C. PNL EDGES 2,3,4,8,9 • OR STRUCT 11 OSB 8d @ 12" O.C. FIELD /8 EXISTING OKAY \/14/\ 15/32" CDX ONE FACE 10d @ 2" 0.C. PNL EDGES 2,3,4,8,9 \ 7 OR STRUCT II OSB 10d @ 12" O.C. FIELD 1 /2" GWB TWO FACES 5d COOLER @ 4" O.C. 2,6 PANEL EDGES AND FIELD ® 1 /2" GWB TWO FACES 5d COOLER @ 7" 0.C. AT SUPPORTS, UNBLOCKED SHEARWALL NOTES SHEARWALL NOTES • 1 . ALL EXTERIOR WALLS TO BE TYPE (1) U.N.O. 2. BLOC< ALL PANEL EDGES. 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 Y2"0 A.B. @ 24"O.C. W/ 1 /4"x3"x3" PL WASHERS. 8. PROVIDE )2„o A.B. @ 12"O.C. W/ 1 /4"x3"x3" PL WASHERS. 9. STUDS SHALL BE SPACED NOT MORE THAN 16" O.C.