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HomeMy WebLinkAbout17828 COUNTRY CLUB DR_BLD20077585_2026 (IIRWWA V PRINTING r Iml3!!o7 0 he Ca v, 4- u r �12 Call jr 4 t ebkeal *I v_\ Oj h*ts housQ 6 Ylb+ ObiIAc+ �1ve. Coe 47 SG She Cam ,5 h e h(LS .+-b JX 19010 61 sT AVE NE,STE 1 AUTHORIZED "fYflIM AR[INgTON,WA 98223 Pi-in'L Service Provider" 360-435-6445 Adobe d , Vl JL E 360-403.0181 PENWAy.COM I I I I I I ;.�. - 4-4) 61J`�' CGS iI��Q c ,� ��I�(�(�� tb Sc Tb NAWL �_� - f ii i N OF THE SOUTH 1 /2 AND NORTHWEST 1 /4, SEC. 2: DISH COUNTY, WASHINGTON o° N 89'51'27" w �t 120.19 - --- - 09 21'43° N 08'48'07" W o0 03000 L= 2523 — 133.45 N o ' 27 0 0" 0 38 N 89'50'25" w 13_432 z L= 20.06 `A T r SEE NOTE 5 0 N M'48'07" Ul 126.77 I ,r1 n _ "i M/ 1. w Q SEF NOTE 5 - 03'O6'?I SHEET 2 0� Q SHEET 2 = O2'39'S5" $ N 89'50'25" w 136.12 7 - - - TR A T Z L - 20.00 Ip o N 88'48'07" W 12-& „ IYir 0 0 polo Z o 26 �° 0 � O _ co O N 88'48'07" w 14.00 i N 130.75 N 8915075" w } 0 132.50 - O � I 25 0' j 88'48'Ol" w I I 0 137.58 ' 40 - w fI L 4 N 89'S0'25" W •fJ Z 0 124.87 N 88'48'07" w O i - 144.42 0 I �0 41 I _ D m N 89'5025" w IQ (1 z - N 88'48'07" W r z i�p ►36.57 w I 15126 { rn _ Lo I I �� � � �, I GLENEAGLE SECTORE II-B PHASE III LOT DESCRIPTION LOT , SQ FOOTAGE ACRES ADDRESS 1 9 , 031 0. 21 7400 COUNTRY CLUB DR 2 8 , 096 0 . 19 7326 COUNTRY CLUB DR 3 7 , 170 0 . 16 7320 COUNTRY CLUB DR 4 6 , 466 0 . 15 7314 COUNTRY CLUB DR 5 6 , 189 0 . 14 7308 COUNTRY CLUB DR 6 6 , 171 0 . 14 7302 COUNTRY CLUB DR 7 7 , 143 0 . 16 7228 COUNTRY CLUB DR 8 7 , 446 0 . 17 7222 COUNTRY CLUB DR 9 8 , 528 0 . 20 7216 COUNTRY CLUB DR 10 13 , 447 0 . 31 7210 COUNTRY CLUB DR 11 7 , 587 0 . 17 7204 COUNTRY CLUB DR 7116 TROON CT 12 9 , 258 0 . 21 7110 TROON CT 13 9 , 400 0 . 22 7101 TROON CT 14 10 , 788 0 . 25 7107 TROON CT 15 8 , 305 0 . 19 7113 TROON CT 16 8 , 124 0 . 19 7119 TROON CT 17624 COUNTRY CLUB DR 17 13 , 451 0 . 31 17700 COUNTRY CLUB DR 18 12 , 224 0 . 28 17706 COUNTRY CLUB DR 19 12 , 388 0 . 28 17712 COUNTRY CLUB DR 20 10 , 100 0 . 23 17718 COUNTRY CLUB DR 21 9 , 690 0 . 22 17724 COUNTRY CLUB DR 22 9 , 279 0 . 21 17730 COUNTRY CLUB DR 23 8 , 870 0 . 20 17804 COUNTRY CLUB DR 24 8 , 459 0 . 19 17810 COUNTRY CLUB DR 25 8 , 049 0 . 18 17816 COUNTRY CLUB DR 26 7 , 676 0 . 18 17822 COUNTRY CLUB DR 27 7 , 763 0 . 18 17828 COUNTRY CLUB DR i � .. ��� �, W yti U r QLd ~ ~ 3 -u WAS UU Q�Wk TOP i��3�� p z z 4� �EWE N �� woiLiu) po TAT a o Q oo �� mQ� ooil Q mwawoQ u p� �dw ijwWU o0 $p ? ZZ llqqZZ W Zz Qy QuU �-z+oz_ RS m� ���U�z V_ 1 F , q�u Q w � 1u Um�N wr m QQ QI°p$ QY z q LLq -rr WHOM O �p ��� E wq bw °w W OM z� �o o° �'� QJ z� �.l 1u QQ 1u y��w� �'p w u pIL�W p � zti Z� '=m41Cuwmo 1 0 w N � � �m&� `Q q � g � zq oz wgo4�oh 4o z z- �� � 'U p���F =QQ pu�i meets� q� w� ~ 3WOwzJw Q N �0 Ono z p W� ��o �U � �0;mow �� �F~Q� sQ � wp -, U �' z'-gJOp -� w��z wo 3� � uURPS; J o Sin w m § o w =VASAW 0Q its w w Z � omit �w i ��. 'i�'i i i i f J Snohomish County, WA Assessor Parcel Data Page 1 of 2 SnohomishOnline Government Information &Services 1 County4* Washington R E A L * Property Information County Home Assessor Home Treasurer Home Information on which Department to contact Please view Disclaimer If you have questions,comments or suggestions,please Contact Us. Date/Time:10/9/2007 11:47:27 AM Answers to Frequently Asked Questions about Parcel Data(opens as new window) Return to Property Information Entry page Parcel Number 00816000099800 Prev Parcel Reference 81600009980003 View Map of this parcel (opens as new window]) General Information Taxpayer Name 11 Address (contact the Treasurer if you have questions) GLENEAGLE COUNTRY CLUB ASSN 117100 EVERGREEN WAY STE A- - - EVERETT, WA 98203 If the above mailing address is incorrect and you want to make a change,see the information on Name and Address Changes Owner Name 11 Address (contact the Assessor if you have questions) GLENEAGLE COUNTRY CLUB ASSN 7100 EVERGREEN WAY STE A - -- EVERETT,WA 98203 If the above name and address is i lease see the information on Name and Address Changes After a Sale Street(Situs)Address (contact the Assessor if you UNKNOWN UNKNOWN - - - � I �a Parcel Legal Description I GLENEAGLE DIV. 2B PHASE 3 B & 3 Go to top of page Treasurer's Tax Information Taxes For answers to questioli T urer's office_(opens as new window) oet "Tax data not available" I r Go to top-of page Assessor's Property Data Cha Please contact the Treasurer's office for answers to queS ions a e5 (opens as new window) For questions ONLY about property characteristics or property values (NOT taxes), please contact the Assessor's Office Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons Values exemption. Reductions for exemptions are made on the property tax bill. http://web5.co.snohomish.wa.us/propsys/Asr-Tr-Propinq/PrpIngO2-ParcelData.asp?PN=00... 10/9/2007 I I �� �I - 1 I I I .. , Snohomish County, WA Assessor Parcel Data Page 2 of 2 Tax Year 2007 Market Land $0 Market Improvement $01 Market Total $0 Tax Year 2008 Market Land $0 Market Improvement $01 Market Total $0 Go to top of page Valuation and Property Tax History View History(opens as new window) Go to top of page Property Characteristics Tax Code Area(TCA) 00110 View Taxing Districts for this Parcel(opens as new window) Use Code 915 Common Areas Size Basis ACRE Size 0•12 (Size may include undivided interest in common tracts and road parcels) Go to top of page Property Structures No structures found for this parcel Go to top of page Property Sales since 7/31/1999 Explanation of Sales Information (opens as new window) Sales data is based solely upon excise affidavits processed by the Assessor. Transfer Receipt Sales Excise Deed Grantor(Seller) Grantee(Buyer) Other Date Date Price Number Type Parcels 11/3/2005 11/22/2005 $0 200548 QC WOODLAND RIDGE JOINT GLENEAGLE COUNTRY No VENTURE CLUB ASSN Go to top of page Property Maps Township/Range/Section/Quarter,links to maps Neighborhood 2408000 Explanation of Neighborhood Code(opens as new window) Township 31 Range 05 Section 23 Quarter SW Find parcel maps for this Township/Range/Section View Map of this parcel (opens as new window) http://web5.co.snohomish.wa.us/propsys/Asr-Tr-PropInq/PrpIngO2-ParcelData.asp?PN=00... 10/9/2007 i I 701 a w z s-�-► <n 1 N LO � N Q f Q C7 1 02 %� ra W Q Q- O a f�i Q OF w c�v a V 4 > Ar m m Q I O¢ J w F- / a U) 0 3 CL 1- m o v) � n ` v r� m caa a -- b ru M^ W a VJ J V V -� U 3 A W w E O - N = ro o F 3 � a O z Qa 'c�� :��. I .�: y , .� �`�Y MISCELLANEOUS BUILDING 7? o PERMIT APPLICATION 41ING1 Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY FOUR(4 SETS OF CONSTRUCTION DRAWINGS, SIX(6) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND TWO(2) SETS OF ENERGY CODE APPLICATIONS(IF APPLICABLE). Type of Permit: (check one) ( )Residential ( )Commercial Valuation: 3 000 Project Address: g 2g W ` UuV% CLUJ -by— Parcel ID#: d©g 14,00000-Z700 Lot#: Subdivision: 4 Building re (Sci Ft) 2A No.of floors: Number of Buildings: CAY Owner: II __� QLAn I ah Phone Number: _ (00 �3S 3/73 Address: �� W, �K1+'V C`A City � State: WA- Zip Code: !? Scope of Work: WpU (4 �t` -�-!) �U► a 6�lC.�C �rrtv�n,e l�rkskaP�$ �u2o� basl-c t "y �4 *"?,{ . �'k I aWr kave- -bpi,, su-bK4r4-�d A detailed site plan/vicinity map, and construction draw A's<,�i . `,�•�(jn 'lease verify this with a Community Development Permit Technician prior to su J��� Q -- tb Contractor: W n eta Address: C Contractor's License Number: � P(b t;g ove information is correct and of the above- in accordance with the laws, n ts Si naturDate v, Print Applicants N me VO I D E,51b Il FOR STAFF USE ONLY 75855 Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—29 Page 1 of 1 3/07 dwa o6i " °' WASH ST. L & 1 CONTRACTOR'S LICENSE REQUIREMENT'S �IN G, Department of Community Development City of Arlington • 238 N Olympic Ave. -Arlington, WA 98223 - Phone (360)403 3431 - FAX(360)403 3447 City of Arlington Permit Information: Under State law, the City is obligated to provide written notification to all homeowners regarding the contractor registration requirements set forth in RCW Chapter 18.27 and to advise homeowners of the risks associated with using an unregistered contractor. Any contractor conducting business in the City of Arlington must be licensed by the State of Washington Department of Labor and Industries. The following are excerpts from Title 18 of the RCW, Section 18.27.010 concerning the definition of "contractors", Section 18.27.140, the purpose of contractor registration, Section 18.27.200, regarding registration violations, and Section 18.27.110 concerning verification of registration for building permits. 18.27.010 Definitions A "contractor" is: Any person, firm or corporation who or which, in the pursuit of an independent business undertakes to, or offers to undertake, or submits a bid to, construct, alter, repair, add to, subtract from, improve, move, wreck or demolish, for another, any building, highway, road, railroad, excavation or other structure, project, development, or improvement attached to real estate or to do any part thereof including the installation of carpeting or other floor covering, the erection of scaffolding or other structures or works in connection therewith or who installs or repairs roofing or siding; or, who, to do similar work upon his or her own property, employs members of more than one trade upon a single job or project or under a single building permit except as otherwise provided herein. "Contractor" includes any person, firm, or corporation covered by this subsection, whether or not registered as required under this RCW Chapter 18.27. 18.27.140 Purpose It is the purpose of this chapter to afford protection to the public including all persons, firms, and corporations furnishing labor, materials, or equipment to a contractor from unreliable, fraudulent, financially irresponsible, or incompetent contractors. 18.27.200 Violation -- Infraction 1. It is a violation of this chapter and an infraction for any contractor to: 1. Advertise, offer to do work, submit a bid, or perform any work as a contractor without being registered as required by this chapter; 2. Advertise, offer to do work, submit a bid, or perform any work as a contractor when the contractor's registration is suspended or revoked; or 3. Transfer a valid registration to an unregistered contractor or allow an unregistered contractor to work under a registration issued to another contractor. 2. Each day that a contractor works without being registered as required by this chapter, works while the contractor's registration is suspended or revoked, or works under a registration issued to another contractor is a separate infraction. Each worksite at which a contractor works without being registered as required by WEB Forms-54 Page 1 of 2 5//05 dwa enp 90//9 Z 10 Z abed b9-swao3 93M aweN /Goleu6lS lulad aseald ale ainjetift lm lua6 jau •uoewaoju, uoi;ea;s�6aa ao;oea;uol siy;jo Adoo a y;!m pop►noad ueaq ney pue peaa a ey I '/no6'eM-iul•MMM//:dllg le elis gaM alagl lisln ao Z860-Ltp9-008-6 le saijlsnpul ue aoge-1 10 luaw}�edad unlfiunlseM 10 alelS agl loeluoo aseald 'uoilewiolui buisueoll Jotoeatuoo Ieuoillppe a d •sioloeiluoo paialsibejun 10 asn glint paleposse s�sla aaglo aq Aew ajagl -joloeiluoo paialsibejun ue 10 asn Aq pasneo uol6uiliy 10 40 agl Jo saialsnpul pue aoge-1;o luawlaedaa agl to suoiloe luawaoaolua of anp paAelap aq Aew loefoid uoilonjlsuoo s,aauMo A:padoid agt'puooaS 'ssauisnq builoWluoo agl 10 lonpuoo aqt ui �joM jadoidwi jo lua6il6au buipnioui loeiluoo 10 goeajq 10 uoseaj Xq aoloealuoo agl lsuiebe pebpnfpe aq Aew legl slunowe lie Aed (t,) pue 'joloeiluoo agl of luawdinbe 6uiAlddns ao builuej ao lepalew jo aogel 6uigsivanl suosied Ile Aed (£) 'uol6u1gseM 10 alelS ay;of anp suoiingpjuoo pue saxel Ile Aed (Z) 'sl1lauaq aaAoldwa 6uipnloui joloeilum aql aol jogel 6uiwjojisd suosiad Aed (l,) :ol paubisap aie spuo8 aoloealuoo AllepadS 000`9$ eqt pue J010eiluo0 1eJauaE) 000'ZI,$ agl 'Oti0'LZ'8l MOb Aq paainbaa puos s,aoloeiluoO agl Aq paloaloid aq lou Ilp joloeiluoo pasueoilun ue sasn legl aauMo Apedoid a 'lsnd -aoloealuoo paialsibajun ue 6uisn Lpm poleioosse s1sp 10 aagwnu a eie eioq I •palialaol aq pegs llwjad 6uipiinq ayl '060'LZ'8 WM:1 aapun papinoid uoildwaxe ue uielgo of uollewiolul sa1lislel ogM aoloealuoo ao lueoildde ue Aq pauielgo si llwaad 6ulplinq a 11 '£ •aoloealuoo paialsiBejun ue buisn jot jeuMoawog egl of Alillgeil Ajelouow pue Isla lellualod aq) pue sMel uolleilsiboi aoloealuoo 10 wagl 6uluu0lul lueoildde liwjad 6u1p11nq agl of aoilou ualliaM a papinwd -q pue 11pied 6ulplinq agl uo jagwnu uoileilsi6ai Joloeiluoo agl 6ullulad 'e :ao1 a1glsuodsaa aje sailunoo ao suMol 'sawo lie 'llwied 6uipiinq agl 6uinssi 10 awil agl lb' 'z '(e)(L)00I-'LZ'8 MAO?J of 6ulpa000e pasodwi aq of Alleued a of Ajunoo ao uMol 'Alp aql of Aliligeil ui sllnsai jagwnu uoileilsibai aoloealuoo agl A11aan of aanliel 'JanaMoH -sluabe ao saaAoldwa 'sjao14o sll ao 'Alunoo ao uMol 'Allo Aue 10 lied agl uo aaldego sigl aapun A1111geil Aue jol siseq agl waol jo 'aleajo of panjlsuoo aq llegs aou 'aq of papualul si uolloas sigl ul pauleluoo 6ulglou 'apeW s1 uolleolllaan gons uagM -Mel Aq paalnbei se paialsibei Alluaaano si aoloealuoo gons legl uoileoUpOA lnogllM aaldego sigl japun paialsibai aq of paainbaa joloeiluoo Aue Aq auop eq of si goigm laoM jot liwaad buiplinq uoilonilsuoo e onssi llegs Alunoo ao uMol 'Allo oN I S8!J/euad -Aj!jue Buinssi jo sa!;ij►q►suodsaa - paainbaa uoPeiMiBei jo uoiJeoY►aan - sJ!waad bu►pl!n8 0tVLZ'86 •uoiloeilui aleaedas a si aoloealuoo jagloue of panssi uollealsi6ei a japun sNJoM Jo 'pallonaJ ao papuadsns si uolleilsi6aj s,aoloealuoo agl e11gM sNioM 'jeldego sigl Lt,b£CO-V(09£)Xd=l • I Ct C EOb(09E) auogd • EZZ96`dM 'uo}6ullJV. -any aldwAlO N 8EZ • uo;6u1fay 10/(1I3 luawdolana(7 Aj!unwwo:)jo;uawpeda(7 01 om- -4t S,.LN3W3Mint)3m 3SN3311 S6HOI3VHINO3 1 V 1 "IS HSVM Y WASH ST. L � 1C • ONTRACTOR'S LICENSE REQUIREMENT'S ��, -0 City of Arlington • 238 N Olympic Ave.DA ngtone WA g 22g PhorOmunite � v lop en • F this chapter, works while the contractor's registration is suspended or revoked or AX(36-- 403 - 3447 issued to another contractor is a separate infraction. works under a registration 18.27.110 Building Permits - Verification of registration re uired- Responsibilities of issuing entity- Penalties 9 �. No city, town or county shall issue a construction building permit for work which is to be done by any contractor required to be registered under this chapter without verification that such contractor is currently registered as required by law. When such verification is made, nothing contained in this section is to be, nor shall be construed to create, or form the basis for any liability under this chapter on the any city, town or county, or its officers, employees or agents. However, failure to verify the con intended par registration number results in liability to the city, town or county to a penalty to be imposed accordingt of RCW18.27.100(7)(a). contractor to or A l 4L a t:.y F:S^ 2. ru ui� uiiic Gi iaaiiii�y .� t1Ir+ UUi VII IIJ, pGlllllt, OII li'ties, L0,0MI1S VI count iiQ�j ur�.r responsible for: a. Printing the contractor registration number on the building permit; and b. Provided a written notice to the building permit applicant informing them of contractor r laws and the potential risk and monetary liability to the homeowner for using an unregistered tion contractor. 3. If a building permit is obtained by an applicant or contractor who falsifies information to obtain an exemption provided under RCW18.27.090, the building permit shall be forfeited. There are a number of risks associated with using an unregistered contractor. First, a property owner that uses an unlicensed contractor will not be protected by the Contractor's Bond required by RCW 18.27.040. T he P y $12,000 General Contractor and the $6,000 Specialty Contractor Bonds are designed to: 1 performing labor for the contractor, including employee benefits 2 es ( ) pay persons and State of Washington; (3) pay all persons furnishing labor or material or renting or pplying contributions due to the contractor; and 4 9 equipment to the ( ) pay all amounts that may be adjudged against the contractor by reason of breach of contract including negligent or improper work in the conduct of the contracting business. Second, the r owner's construction project may be delayed due to enforcement actions of the Department of Labor an Industries or the City of Arlington caused by use of an unregistered contractor. There may be other property associated with use of unregistered contractors. d Y er risks F r additional contractor licensing information, please contact the State of Washington Department of Labor an Industries at 1-800-647-0982 or visit their web site at http://www.lni.wa.gov/. p l ha a read and hav been provided with a copy of this Contractor Registration information . ner gent ignature ate �ll w, Please Print Signatory Name WEB Forms-54 Page 2 of 2 5//05 dwa Y I 1 l � 1,1 A � - z 0 •► N — O 3 ao 3 w Dv r m 3 � w c - v w co w a m X N � X `wG � r m D - c / < n a m - --I D z frn ► v c G 0 CD m m m r r- 5 CD CD CD /--- -� IF D 4 D c m cn fl_f ,IG DEPARIMEN f F�� p R0VED A' 12 BY NGES AUTHORIZED APPROVED BY THE w_ iiNG INSPECTOR cn *T-► z 1 m m oocr, 0 m -4zcoo � .R :� � � � , • � � °�,.. . _ � , ' � � �.�} • •� P �Y � � Y e• r t �+ i ?] 'Vsis !y 4 } 4 i �j S Y S� 1 P 1 i Y is[(4 F i TOTAL WIDTH OF WALL FRAMING AND THE CONCRETE PAD IS 12'-0"WIDE PLUS THE THICKNESS OF THE SIDING 48" LINE OF CONCRETE PAD (381/8') WINDOW R.S.O. 38 1/8'X 57 Y.' USE 2-PC 2 X 4 ANCHOR BOLTS` /�(/6KA FOR LINTEL PLACE 1 ANCHOR BOLT NEAR THE ENDS OF EACH OF THE SIDE WAILS PLUS 2 IN BETWEEN. PLACE 1 IN THE CENTER OF THE BACK WALL&1 ON EACH SIDE OF THE DOOR ( '` (TOTAL OF71, BOLTS) 11 / :+lit III•{ } TOTAI (t lil u I 1 DEPTH OF 115" OR CHANGE C�A� r .i' lI i'�l = l I `. FRAND G PLACEMENT SUIT // 1>!°I t it' I I' ;t ��' CONCRETE is OF POWER 24'-0" TOOLS PLUS ETC. SIDING 27 4"WALL STUDS ' f 16"O.0 7/16"ASPENITF_ SHEETING 15 ASPHALT if (38 1/8") PAPER ' VINYL SIDING WINDOW R.S.O. 38 1/8'X 57'A" USE 2-PC INSTALL DOORS 2 X 4 IN THC-CENTER FOR LINTEL OF THE FRONT WALL R.S.O. 63'/."X 82 112" USE 2 2"X 4'FOR 7/16" LINTEL INTERIOR ASPENITE SHEETING FLOOR PLAN SCALE 3/8"= i'-0" SIZE 12'X24' PLAN 2326 4 y I �f .1 ust sheds inc. www.just-stieds.coni PLEASE READ THROUGH ENTIRELY THESE PLANS ALLOW YOU TO BUILD ON A CONCRETE SLAB SEE OUR FREE ON LINE CONSTRUCTION GUIDE FOR MORE DETAILS A CONTENTS PAGE 1 ELEVATIONS 1 PAGE 2 ELEVATIONS 2 PAGE 3 CROSS SECTION 1 PAGE 4 FLOOR PLAN PAGE 5 RIGHT WALL DETAILS PAGE 6 LEFT WALL DETAILS PAGE 7 BACK WALL DETAILS PAGE B FRONT WALL DETAILS PAGE 9 GABLE ENDS PAGE 10 RAFTER PLACEMENT PAGE 11 RAFTER CUTTING - PAGE 12 SPECIFICATIONS FRONT 4 12'-2" PAGE 13 MATERIAL LIST PLUS 1 TEMPLATE NOTE THIS SHED CAN BE BUILT WITH AN OPTIONAL 10 FT. CEILING BUT IS ONLY ILLUSTRATED WITH THE 9 FT. VERSION SOME E-MAIL SOFTWARE MAY ----- CHANGE SCALES SLIGHTLY f--- BACK 12'-2" ELEVATIONS 1 SCALE Y<"=1'-0" DRAWN JUNE 2005 SIZE THESE PLANS ARE FOR THE 12'X24' PURCHASER'S PERSONAL USE ONLY PLAN © 2003 Just Sheds Inc. 2326 All rights reserved 1 i i i ��� _ .,,. � 7"11t'T T�"•t-r LLLI LEFT SIDE 24'-2" i TOTAL HEIGHT FOR THE 8 FT.CEILING 10'-4" FOR THE 10 FT.CEILING 12'-4" LEFT SIDE 24'-2" TOTAL WALL HEIGHT FOR THE 8 FT.CEILING 10'-4" FOR THE 10 FT.CEILING 12'-4" ELEVATIONS 2 SCALE W,=1'-0" Some common words and phrases used in our plans and specifications may be unfamiliar SIZE to you in your area.This is because of different trade names used by different r manufacturers.Suppliers in your area will know of a similar and equivalent product. 2 PLAN See the Glossary of Terms in our online free Construction Guide for more details. 2326 2 i i i i � a ;l; 2'X 4"RIDGE Mi E (INSTALL 71 114')N FROM I HV OUTSMF OF RIGHT WALL) ;rX 4"F400� RAFTERS IF) 0 G INSTALL Al A 4112 PITCH 3WF10WOOD SHEI-tINC SUPKI'R I EDGES WITH H CLIPS , 1•TW3 AGf�l IAI TROOF SHINGLES VE 141 WTIJ 2"X 5"FASCIA BOARD 2"X 4'CEILING VENTED SOFFIT JOIST IW 0 c FT"UNIFORM ROOF WWASPENITC INTERIOR S.f4EC TING OVERHANG WALL SHEETS WILL SUPPORT THE 15 ASPHAL T PAPER OV6PLAPPED LDGES OF CEILING Sl(EETS WHEN INSTALLIED AS SH0VAJ I'D SHED WATER 4-VINYL SIDING OR 0V I IONAL 2X 4*WALL STUDS 16"0 C 10'- V 706"ASPENiTE SHEETING OVER CROSS SECTION i 12'X24' PLAN 2326 3 i ��� ��I ._. � . � 'TOTAL V"JJ(°,IP 'yral� ->h 48' (30 1fB- WINDOW R 5,0 38 v8'x 57!.' USE 2•PG 2x4 FOR LIN1[:L rk 101AI, DEPTH OF 115 FRAMING I OR CHANGE AND TO SUIT CONCRETL: t PLACEMUNi 'y } 2 4 OF POWk 11 u. TOOLS PLUS t CT(: '.DING Ili R 1 - --— 2-A 4*WALL STUDS 16'0-C 7116'ASPENITE SHEETING J 8 15 ASPHALT PAPER (3S 1111 ) VINYL SIDING WINDOW R.S O 38 1r8'x 57'A' { USE 2-PC INyt: 2x4 IN TIli '.'I I• F014LINTEt Of 7115' INTERIOR ASPENITE FLOOR SHEETING PLAN j C. SCALE �.s. Z a. SITE — -- —� 12'X24' PLAN 2326 4 i i i STEPS FOR RIGHT WALL FRAMING AND LUMBER CUTTING 1ST Cut and layout BP1 and TP1 for studs at 16"O.C.starting at the left. 2ND Cut and nail studs to BP1 then nail TP1 to the studs. 4T" Install wall sheeting as advised in the Construction Guide then finish nailing as per specifications. 5T" Cut and nail STP1 after the wall is installed.The STP1 is 3 1/2"shorter at each end to allow for an overlap. DESCRIPTION CODE USE CUT LENGTH QUAN. ANGLE NOTES BOTTOM PLATE BP1 2X4 23-11 1/8" 1 TOP PLATE TP1 2X4 23-11 1/8" 1 SECCONDTOP PLATE STP1 2X4 23-4 1/8 1 WALL STUD S1 2X4 92 1/2" 21 STP1 — __— - TP1 IYI a w m w S1 J Z LL a — BP1 WALL BUILDING STEP#1 THE SECTION OF WALL SHOWN HERE IS WITHOUT SHEETING TO AID IN ILLUSTRATION. FOR RIGHT WALL DETAILS THIS SHED PLAN IT IS RECOMMENDED THAT IT BE BUILT ON THE FLOOR AS BUILDING STEP SCALE NUMBER 1 OF 5 AND THEN INSTALLED AS INSTALLATION STEP NUMBER 1 OF 5. WITH SHEETING IT WILL WEIGH ABOUT 280 LBS. SIZE 12'X24' PLAN 2326 5 I I :�: I 'r. •� STEPS FOR LEFT WALL FRAMING AND LUMBER CUTTING 1 ST Cut and layout BPI and TP1for studs and trimmer studs at opening locations(shown on the floor plan)at 16"O.C.starting at the left. 2ND Cut and nail studs and trimmer studs to the BPI then nail the TP1 to the studs.Cut and nail WI-1 to the top of the trimmer studs. 3RD Cut and nail the WS1 between the 4 window trimmer studs. 4T" Cut and nail in the rest of the studs. 5T" Install wall sheeting as advised in the Construction Guide then finish nailing as per specifications.Nail STP1 after the wall is installed NOTE The STP1 is 3 1/2"shorter at each end to allow for an overlap. DESCRIPTION CODE USE CUT LENGTH QUAN. ANGLE NOTES BOTTOM PLATE Bpi 2X4 23-11 1/8" 1 TOP PLATE TP1 2X4 23-11 1/8" 1 SECCONDTOP PLATE SPT1 2X4 23-4 1/8 1 WALL STUD Si 2X4 92 1/2" 19 TRIMMER STUD TS1 2X4 81' 4 WINDOW LINTEL WL1 2X4 45 1/8" 4 WINDOW SILL WS1 2X4 42 1/8" 2 CRIPPLE STUD CS1 2X4 8" 4 CRIPPLE STUD CS2 2X4 22 1/4" 4 CS1 STP1 — TP1 Y Q W WI-1 a m W TS1 Si J WS1 0 z U. a I — BPIN 11 if C:S2 WALL BUILDING STEP#2 LEFT WALL DETAILS THE SECTION OF WALL SHOWN HERE IS WITHOUT SHEETING TO AID IN ILLUSTRATION.FOR SCALE THIS SHED PLAN IT IS RECOMMENDED THAT IT BE BUILT ON THE FLOOR AS BUILDING STEP 1/4" =1'-0" NUMBER 2 OF 5 AND THEN INSTALLED.WITH SHEETING IT WILL WEIGH ABOUT 270 LBS. SIZE 12'X24' PLAN 2326 6 1I �I I ., STEPS FOR BACK WALL FRAMING AND LUMBER CUTTING 1ST Cut and layout at 16"O.C.the BPI and TP1 for studs starling from the right. 2ND Cut all studs. 3RD Nail all studs to BPI then to TP1. 4T" Install wall sheeting as advised in the Construction Guide and finish nailing as per specifications. 5T" Cut and nail STP1 after the wall is installed. NOTE The STP1 is 3 1/2"longer at each end to allow for it to overlap the intersecting walls. DESCRIPTION CODE USE CUTLENGTH QUAN. ANGLE NOTES BOTTOM PLATE Bpi 2X4 11-4 1/8" 1 TOP PLATE TP1 2X4 11-4 1/8" 1 SECCOND TOP PLATE STP2 2X4 11-11 1/8" 1 WALL STUD Si 2X4 92 1/2"" 10 �� STP1 TP1 Si L L L—L L---I—L BPI WALL BUILDING STEP#3 THE SECTION OF WALL SHOWN HERE IS WITHOUT SHEETING TO AID IN ILLUSTRATION. FOR THIS SHED PLAN IT IS RECOMMENDED THAT IT BE BUILT ON THE FLOOR AS BUILDING STEP NUMBER 3 OF 5 AND THEN INSTALLED. WITH SHEETING IT WILL WEIGH ABOUT 180 LBS. BACK WALL DETAILS SCALE 1/4" =1'-0" SIZE 12'X24' PLAN 2326 7 I 1 I I ;� ;� STEPS FOR FRONT WALL FRAMING AND LUMBER CUTTING 1 ST Cut and layout BPI and TP1for studs and trimmer studs at opening locations(shown on the floor plan)at 16"O.C.starting at the right. 2ND Cut and nail studs and trimmer studs to the BPI then nail the TP1 to the studs.Cut and nail DI-1 to the top of the trimmer studs. 3RD Cut and nail all cripple studs.Install wall sheeting as advised in the Construction Guide and finish nailing as per specifications. 4T" Cut and nail STP1 after the wall is installed. NOTE The STP1 is 3 1/2"longer at each end to allow for it to overlap the intersecting walls. DESCRIPTION CODE USE CUT LENGTH QUAN. ANGLE NOTES BOTTOM PLATE BPI 2X4 11-4 1/8" 1 TOP PLATE TP1 2X4 11-4 1/8" 1 SECCOND TOP PLATE STP2 2X4 11-11 1/8" 1 WALL STUD S1 2X4 921/2"" 8 TRIMMER STUD TS1 2X4 81" 2 DOOR LINTEL DI-1 2X4 66 1/4" 2 CRIPPLE STUD CS1 2X4 8" 4 F CS1 STP1 TP1 DI-1 S1 TS1 BPI WALL BUILDING STEP#4 FRONT WALL THE SECTION OF WALL SHOWN HERE IS WITHOUT SHEETING TO AID IN ILLUSTRATION.FOR DETAILS THIS SHED PLAN IT IS RECOMMENDED THAT IT BE BUILT ON THE FLOOR AS BUILDING STEP SCALE NUMBER 4 OF 5 AND THEN PUT IN PLACE. 1/4" =1'-0" WITH SHEETING IT WILL WEIGH ABOUT 160 LBS. SIZE 12'X24' PLAN 2326 8 i I I�I �„ STEPS FOR WALL FRAMING AND LUMBER CUTTING 1ST Cut and layout the BP11br studs at 16"O.C.starting from the center. 2ND Cut all studs then nail to the BPI. 3RD Cut and layout the 2,TP1for studs at 16 7/8"O.C.starting from the center at S1. 4T" Nail the 2,TP2 to all the studs 5T" Install wall sheeting as advised in the Construction Guide and finish nailing as per specifications. DESCRIPTION CODE USE CUT LENGTH QUAN. ANGLE NOTES BOTTOM PLATE BPI 2X4 136" 2 Cut as shown TOP PLATE TP1 2X4 71 7/8" 4 191171, Cut as shown WALL STUD S1 2X4 21" 2 19° Cut in a point as shown WALL STUD S2 2X4 16" 4 19, Cut as shown WALL STUD S3 2X4 10 5/8" 4 19, Cut as shown WALL STUD S4 2X4 5 3/8" 4 19, Cut as shown The lengths mentioned here,when there is an angle cut,are always measured at the longest points FOR CLARITY ON ANGLE CUTTING ORIENTATION SEE THE RAFTER CUTTING PAGE. TP1 TP1 S1 TYPICALLY SPACED WALL STUDS 16 7/8"O.C. ALONG THIS ANGLED TOP PLATE,WHICH WILL ALIGN WITH 16"O.C.ON THE BOTTOM PLATE BPI S4 S4 S S3 3 S2 S2 WALL BUILDING STEP#5 THE SECTION OF WALL SHOWN HERE IS WITHOUT SHEETING TO AID IN ILLUSTRATION. FOR THIS SHED PLAN IT IS RECOMMENDED THAT TWO BE BUILT ON THE FLOOR AS BUILDING STEP NUMBER 5 OF 5 AND INSTALLED ON TOP OF THE FRONT AND BAVK WALLS AS INSTALLATION STEP NUMBER 5 OF 5.AFTER THE SECOND TOP PLATES AND CEILING JOISTS ARE IN PLACE.THE CUTTING QUAN LIST SHOWS THE AMOUNT NEEDED FOR BOTH OF THE GABLE END REQUIRED GABLE ENDS. WITH SHEETING IT WILL WEIGH ABOUT 20 LBS. DETAILS SCALE 3/8" =1'-0" SIZE 12'X24' PLAN 2326 9 I I I �• • V LUMBER CUTTING INFORMATION FOR ROOF SECTION DESCRIPTION SIZE LENGTH QUAN ANGLE NOTES CEILING JOIST 2X4 144" 19 TRIM THE TOP ENDS AT THE EVES(SEE PAGE 3) RIDGEPOLE 2X4 25' 1 OR TRIM TO FIT AFTER IT IS INSTALLED RAFTERS 2X4 CUT IN AN AMOUNT AND AS SHOWN ON THE RAFTER CUTTING PAGE FRONT&BACK FASCIA 2X5 4 19'/19' MEASURE AND CUT TO LENGHT SIDE WALL FASCIA 2X5 25' 2 OR TRIM TO FIT AFTER IT IS INSTALLED LOOKOUT RAFTERS 2X4 14 1/2" 8 4 FOR EACH GABLE END NOTE!The 90°angle cuts needed are not listed in the angle column.The lengths mentioned here,when there is an angle cut,are always measured at the longest points.When there is a second figure in the angle column,it is for the bottom or the right end that needs to be cut. For more information on cutting lumber see section 4 of our Construction Guide. TYPICAL 2X4 CEILING JOIST 16"O.0 TYPICAL 2X4 ROOF RAFTER 16"O.C. J TYPICAL SLOPED TOP PART OF THE FRONT GABLE END SHOWN AS BUILDING STEP 5 OF 5. TYPICAL 2X4 RIDGEPOLE CUT TO LENGTH OR TRIM TO FIT AFTER y i i TYPICAL 2X5 FASCIA BOARD USE LOOKOUT RAFTER ON IT'S FLAT SIDE ' TO TIE THE FASCIA BOARDS,WALLS AND ROOF RAFTERS ALL TOGETHER AT THE GABLE ENDS.NAIL 2 ALONG EACH ANGLED TOP PLATE �I TYPICAL ROOF RAFTER INSTALL FIRST AND LAST RAFTER 10"IN FROM THE i OUTSIDE EDGE OF THE WALL TYPICAL 2X5 FASCIA BOARD CUT TO LENGTH OR TRIM TO FIT AFTER TOP OF LEFT WALL AFTER INSTALLING THE FASCIA BOARD ON THE ENDS OF THE RAFTERS INSTALL THE RAFTER NEXT FASCIA BOARD PLACEMENT 16"O.C.OUT FROM SCALE THE RAFTER THIS 1" =1'-0" WILL GIVE THE SIZE REQUIRED 6"UNIFORM 12'X24' OVERHANG. PLAN 2326 10 i i I� 2"X 4"RIDGE POLE CUT 18 RAFTERS FOR THE RIGHT AND LEFT SIDES (TOTAL IN 36)EACH OF THEM 82" LONG CAREFULLY CUT THE BIRDS MOUTH AND THE 19°ANGLES AT EACH END AS SHOWN (19°IS THE ANGLE USED FOR A 4/12 ROOF PITCH) BIRDS MOUTH CAREFULLY CUT OUT 3" FOR THE TOP OF THE SUPPORTING WALL AND ' 1"DOWN THE SIDE �.i 4'/i' 7/16" I ASPENITE SHEETING NOTE WHEN CUTTING RAFTERS IT IS BEST TO CUT 1 FOR EACH SIDE OF THE ROOF AND THEN PLACE THEM ON THE WALLS WITH A SPACER IN BETWEEN AT THE PEEK (SAME THICKNESS AS THE RIDGE POLE) RAFTER TO BE SURE THEY FIT PROPERLY THEN CUTTING USE THEM AS A TEMPLATE TO CUT THE LAYOUT REMAINING RAFTERS NEEDED SCALE 3"=1'-0" SIZE 12'X24' PLAN 2326 11 i a ., �. ,r z O v � � G .« W = O 3 d N v 9 D r m �3 � d e w � � o v w oo w a � _ c m w X N � � X w cn CO M -1 m r m O D — c Cl) 37 < 0 v a m - -1O D z fm� c N G) D o � zm m � my r � CD CD ro (O D �D 02 O m w ;. Ii".ULUIN G GEPAATMENT '- PPROVED (}ATE U BY U BULL APPROV D BY1Ty6 m BUILDING INSPECTpR cn tr-� z 1 m a ma wcrlo -< m � zcoo �c9 '�� .��� - � � _�� �� - r.af: �x�' .,� i� �'w���"����� �� � � _ ." : �� � 1 TOTAL WIDTH OF WALL FRAMING AND THE CONCRETE PAD IS 12'-0'WIDE -..l PLUS THE THICKNESS OF THE SIDING 48" l LINE OF CONCRETE PAD (38 1/8") WINDOW R.S.O. 38 1/8'X 57 Y." USE 2-PC 2 X 4 ANCHOR BOLTS t•Q 116r/A FOR LINTEL PLACE 1 ANCHOR BOLL'NEAR THE ENDS OF EACH OF THE SIDE WALLS PLUS 2 IN BETWEEN. PLACE 1 IN THE CENTER OF THE BACK WALL 81 ON EACH SIDE OF 7 THE DOOR (TOTAL OF"BOLTS) / 14 'V 1 TOTAL DEPTH OF FRAMING 115" �� OR CHANGE / c,.C.l . /4 6/�7 E� �� fAND TO SUIT CONCRETE PLACEMENT -firJ�(.)L1+�u J� r SETE OF POWER 24'-0' TOOLS PLUS ETC. SIDING 2"X 4"WALL STUDS j 16"O.0 7/16"ASPENITE SHEETING #15 ASPHALT (38 1/8") PAPER VINYL SIDING WINDOW R.S.O. 38 1/8'X 57 USE 2-PC INSTALL DOORS 2 X 4 IN THE CENTER FOR LINTEL OF THE FRONT WALL R.S.O. 63%"X821/2' USE 2 2"X 4"FOR 7/16' LINTEL INTERIOR ASPENITE FLOOR SHEETING PLAN SCALE 3/8'=V-0" SIZE PLAN 2326 4 just Sheds inn. www.iust-sheds.com PLEASE READ THROUGH ENTIRELY THESE PLANS ALLOW YOU TO BUILD ON A CONCRETE SLAB SEE OUR FREE ON LINE CONSTRUCTION GUIDE FOR MORE DETAILS i A CONTENTS ] .Q PAGE 1 ELEVATIONS 1 PAGE 2 ELEVATIONS 2 PAGE 3 CROSS SECTION 1 PAGE 4 FLOOR PLAN PAGE 5 RIGHT WALL DETAILS PAGE 6 LEFT WALL DETAILS PAGE 7 BACK WALL DETAILS PAGE 8 FRONT WALL DETAILS PAGE 9 GABLE ENDS PAGE 10 RAFTER PLACEMENT PAGE 11 RAFTER CUTTING PAGE 12 SPECIFICATIONS I PAGE 13 MATERIAL LIST FRONT 12'-2" PLUS 1 TEMPLATE NOTE THIS SHED CAN BE BUILT WITH AN OPTIONAL 10 FT. CEILING BUT IS ONLY ILLUSTRATED WITH THE 8 FT. VERSION SOME E-MAIL SOFTWARE MAY ----- CHANGE SCALES SLIGHTLY -- BACK 12'-2" I ELEVATIONS 1 SCALE /4n=1'-0" DRAWN JUNE 2005 SIZE THESE PLANS ARE FOR THE 1 2'X24' PURCHASER'S PERSONAL USE ONLY PLAN © 2003 Just Sheds Inc. 2326 All rights reserved SEP 19 2007 i� ... �� .�.:, -r' Lr T-rrrr LEFT SIDE 24'-2" TOTAL HEIGHT FOR THE 8 FT.CEILING 10'-4" FOR THE 10 FT.CEILING 12'-4" _ 1 _ ,I.�/`_N��J..i'-.i✓.n._. .. .r.- ..-..../-.- ♦ ter'♦...�- �.n.v✓� LEFT SIDE 24'-2" TOTAL WALL HEIGHT FOR THE 8 FT.CEILING 10'-4" FOR THE 10 FT.CEILING 12'-4" ELEVATIONS 2 SCALE `/<"=1'-0" Some common words and phrases used in our plans and specifications may be unfamiliar SIZE to you in your area.This is because of different trade names used by different > > manufacturers.Suppliers in your area will know of a similar and equivalent product. 2 PLAN See the Glossary of Terms in our online free Construction Guide for more details. 2326 2 V I I r +i I 1 '�� ��1 2,X 4"RIOCA7 PfXE (INSTALL 71 114 IN FROM 11-1; OUTSIDE r)g;RIGHT 'MALL) i 7'X 4' R )mlf RAFTERS 1(i 01 C, INSTALL AT A 402 PITCH 3f8"PLYWOOD S1 INJ,I ING SUfaf�OR I E DGES W11 H H CLIPS _ 3 TAB ASFII IA1 f ROOF SHINGLES KEIk ` 2"X 5"FASCIA BOARD J ' 2"X 4"CEILING � l � VENTED SOFFIT If IST 16'0 C ::NII ptthl kC)(:J1' 711(',7 AspomTC INTEQ;OR SHEETING AVLRIV4NG WALL SHECIS WILL.SUPPORT THE EDGES OF CEILING SHC TS),1VH(,'N 16 ASPHALT RAPER OVEI INSTAL LED AS S✓ OV01 TO SHED WATER 4"V1NVL SIDING !4 1 . 5 2-X 4"WALL STUDS WO C 7116"ASPENITE SHEETING OVER ' �3" ?gip ♦4 �-r ��...� , CROSS SECTION I SCAT 1. t' i IT till: 12'X24' PLAN 2326 3 i i I r �'.. I OTAI VVJ(-s w WAI I V PWINQ, 48' 36 118-1 VANDOW R S 0 38 118'X 57 USE 2-pc 2X4 FUR L INT F.L T 0 1 Ai. DVPTH OF WING %ND OR -,-X)NCREIL PLUS 2-X 4'W,%LL SIODS 16,0 C 7,W ASPENITE 11 0 ISAS1104ALT PAPER VINYL SIOING 38 118*1k W USE 2-PC 1W,I 2 X 4 IN I 4L kl'N 7 i 14 1 Ok LiN fl:t Tm,; IN 1 C, d 116' IN7kRIOR ASPENITE. FLOOR SHEEI ING PLAN SCALE SIZE 12'X24' P L-A N 2326 4 I III ,;;. 1 �I ,� :�: STEPS FOR RIGHT WALL FRAMING AND LUMBER CUTTING 1ST Cut and layout BP1 and TP1 for studs at 16"O.C.starting at the left. 2No Cut and nail studs to BP1 then nail TP1 to the studs. 4T" Install wall sheeting as advised in the Construction Guide then finish nailing as per specifications. 5T" Cut and nail STP1 after the wall is installed.The STP1 is 3 1/2"shorter at each end to allow for an overlap. DESCRIPTION CODE USE CUT LENGTH QUAN. ANGLE NOTES BOTTOM PLATE BP1 2X4 23-11 1/8" 1 TOP PLATE TP1 2X4 23-11 1/8" 1 SECCONDTOP PLATE STP1 2X4 23-4 1/8 1 WALL STUD S1 2X4 92 1/2" 21 STP1 TP1 IYI a w W m w Z S1 J Z H LL Q 0 WALL BUILDING STEP#1 THE SECTION OF WALL SHOWN HERE IS WITHOUT SHEETING TO AID IN ILLUSTRATION.FOR RIGHT WALL DETAILS THIS SHED PLAN IT IS RECOMMENDED THAT IT BE BUILT ON THE FLOOR AS BUILDING STEP SCALE NUMBER 1 OF 5 AND THEN INSTALLED AS INSTALLATION STEP NUMBER 1 OF 5 WITH 1/4" 0" SHEETING IT WILL WEIGH ABOUT 280 LBS. E SIZE 12'X24' PLAN 2326 5 i i . �� _�: STEPS FOR LEFT WALL FRAMING AND LUMBER CUTTING 1 ST Cut and layout BPI and TP1for studs and trimmer studs at opening locations(shown on the floor plan)at 16"O.C.starting at the left. 2ND Cut and nail studs and trimmer studs to the BPI then nail the TP1 to the studs.Cut and nail WI-1 to the top of the trimmer studs. 3RD Cut and nail the WS1 between the 4 window trimmer studs. 4T" Cut and nail in the rest of the studs. 5T" Install wall sheeting as advised in the Construction Guide then finish nailing as per specifications.Nail STP1 after the wall is installed. NOTE The STP1 is 3 1/2"shorter at each end to allow for an overlap. DESCRIPTION CODE USE CUT LENGTH QUAN. ANGLE NOTES BOTTOM PLATE BPI 2X4 23-11 1/8" 1 TOP PLATE TP1 2X4 23-11 1/8" 1 SECCONDTOP PLATE SPT1 2X4 23-4 1/8 1 WALL STUD S1 2X4 92 1/2" 19 TRIMMER STUD TS1 2X4 81' 4 WINDOW LINTEL WI-1 2X4 45 1/8" 4 WINDOW SILL WS1 2X4 42 1/8" 2 CRIPPLE STUD CS1 2X4 8" 4 CRIPPLE STUD CS2 2X4 22 1/4" 4 CS1 STP1 � TP1 ! Y� Q w WI-1 m Lu Z — TS1 S1 J WS1 z z U. Q BPI C:S7 WALL BUILDING STEP#2 LEFT WALL DETAILS THE SECTION OF WALL SHOWN HERE IS WITHOUT SHEETING TO AID IN ILLUSTRATION.FOR SCALE THIS SHED PLAN IT IS RECOMMENDED THAT IT BE BUILT ON THE FLOOR AS BUILDING STEP 1/4" =1'-0" NUMBER 2 OF 5 AND THEN INSTALLED.WITH SHEETING IT WILL WEIGH ABOUT 270 LBS. SIZE 12'X24' PLAN 2326 6 I I f I�I :� :. STEPS FOR BACK WALL FRAMING AND LUMBER CUTTING 1ST Cut and layout at 16"O.C.the BP1 and TP1 for studs starting from the right. 2ND Cut all studs. 3RD Nail all studs to BP1 then to TP1. 4T" Install wall sheeting as advised in the Construction Guide and finish nailing as per specifications. 5T" Cut and nail STP1 after the wall is installed. NOTE The STP1 is 3 1/2"longer at each end to allow for it to overlap the intersecting walls. DESCRIPTION CODE USE CUT LENGTH QUAN. ANGLE NOTES BOTTOM PLATE BP1 2X4 11-4 1/8" 1 TOP PLATE TP1 2X4 11-4 1/8" 1 SECCOND TOP PLATE STP2 2X4 11-11 1/8" 1 WALL STUD S1 2X4 92 1/2"" 10 S1 ---- BP1 WALL BUILDING STEP#3 THE SECTION OF WALL SHOWN HERE IS WITHOUT SHEETING TO AID IN ILLUSTRATION. FOR THIS SHED PLAN IT IS RECOMMENDED THAT IT BE BUILT ON THE FLOOR AS BUILDING STEP NUMBER 3 OF 5 AND THEN INSTALLED. WITH SHEETING IT WILL WEIGH ABOUT 180 LBS. BACK WALL DETAILS SCALE 1/4" =V-0" SIZE 12'X24' PLAN 2326 7 ili I -. STEPS FOR FRONT WALL FRAMING AND LUMBER CUTTING 1ST Cut and layout BPI and TP1 for studs and trimmer studs at opening locations(shown on the floor plan)at 16"O.C.starting at the right. 2ND Cut and nail studs and trimmer studs to the BPI then nail the TP1 to the studs.Cut and nail DL1 to the top of the trimmer studs. 3RD Cut and nail all cripple studs.Install wall sheeting as advised in the Construction Guide and finish nailing as per specifications. 4T" Cut and nail STP1 after the wall is installed. NOTE The STP1 is 3 1/2"longer at each end to allow for it to overlap the intersecting walls. DESCRIPTION CODE USE CUT LENGTH QUAN. ANGLE NOTES BOTTOM PLATE BPI 2X4 11-4 1/8" 1 TOP PLATE TP1 2X4 11-4 1/8" 1 SECCOND TOP PLATE STP2 2X4 11-11 1/8" 1 WALL STUD S1 2X4 92 1/2"" 8 TRIMMER STUD TS1 2X4 81" 2 DOOR LINTEL DL1 2X4 66 1/4" 2 CRIPPLE STUD CS1 2X4 8" 4 CS1 STP1 TPI DL1 Si TS1 Bpi WALL BUILDING STEP#4 FRONT WALL THE SECTION OF WALL SHOWN HERE IS WITHOUT SHEETING TO AID IN ILLUSTRATION.FOR DETAILS THIS SHED PLAN IT IS RECOMMENDED THAT IT BE BUILT ON THE FLOOR AS BUILDING STEP SCALE NUMBER 4 OF 5 AND THEN PUT IN PLACE. 1/4" =1'-0" WITH SHEETING IT WILL WEIGH ABOUT 160 LBS. SIZE 12'X24' PLAN 2326 8 .:� I STEPS FOR WALL FRAMING AND LUMBER CUTTING 1ST Cut and layout the BP1for studs at 16"O.C.starting from the center. 2ND Cut all studs then nail to the BPI. 3RD Cut and layout the 2,TP1for studs at 16 7/8"O.C.starting from the center at S1. 4T" Nail the 2,TP2 to all the studs. 5T" Install wall sheeting as advised in the Construction Guide and finish nailing as per specifications. DESCRIPTION CODE USE CUT LENGTH QUAN. ANGLE NOTES BOTTOM PLATE BPI 2X4 136" 2 Cut as shown TOP PLATE TP1 2X4 71 7/8" 4 191/71, Cut as shown WALL STUD S1 2X4 21" 2 19, Cut in a point as shown WALL STUD S2 2X4 16" 4 19, Cut as shown WALL STUD S3 2X4 10 5/8" 4 19, Cut as shown WALL STUD S4 2X4 5 3/8" 4 19, Cut as shown The lengths mentioned here,when there is an angle cut,are always measured at the longest points. FOR CLARITY ON ANGLE CUTTING ORIENTATION SEE THE RAFTER CUTTING PAGE. TP1 TP1 S1 TYPICALLY SPACED WALL STUDS 16 7/8"O.C. ALONG THIS ANGLED TOP PLATE,WHICH WILL ALIGN WITH 16"O.C.ON THE BOTTOM PLATE J BPI S4 S4 S3 S3 S2 S2 WALL BUILDING STEP#5 THE SECTION OF WALL SHOWN HERE IS WITHOUT SHEETING TO AID IN ILLUSTRATION. FOR THIS SHED PLAN IT IS RECOMMENDED THAT TWO BE BUILT ON THE FLOOR AS BUILDING STEP NUMBER 5 OF 5 AND INSTALLED ON TOP OF THE FRONT AND BAVK WALLS AS INSTALLATION STEP NUMBER 5 OF 5.AFTER THE SECOND TOP PLATES AND CEILING JOISTS ARE IN PLACE.THE CUTTING QUAN LIST SHOWS THE AMOUNT NEEDED FOR BOTH OF THE GABLE END REQUIRED GABLE ENDS. WITH SHEETING IT WILL WEIGH ABOUT 20 LBS. DETAILS SCALE 3/8" =1'-0" SIZE 12'X24' PLAN 2326 9 i LUMBER CUTTING INFORMATION FOR ROOF SECTION DESCRIPTION SIZE LENGTH QUAN ANGLE NOTES CEILING JOIST 2X4 144" 19 TRIM THE TOP ENDS AT THE EVES(SEE PAGE 3) RIDGEPOLE 2X4 25' 1 OR TRIM TO FIT AFTER IT IS INSTALLED RAFTERS 2X4 CUT IN AN AMOUNT AND AS SHOWN ON THE RAFTER CUTTING PAGE FRONT&BACK FASCIA 2X5 4 19'/19' MEASURE AND CUT TO LENGHT SIDE WALL FASCIA 2X5 25' 2 OR TRIM TO FIT AFTER IT IS INSTALLED LOOKOUT RAFTERS 2X4 14 1/2" 8 4 FOR EACH GABLE END NOTE!The 90°angle cuts needed are not listed in the angle column.The lengths mentioned here,when there is an angle cut,are always measured at the longest points.When there is a second figure in the angle column,it is for the bottom or the right end that needs to be cut. For more information on cutting lumber see section 4 of our Construction Guide. TYPICAL 2X4 CEILING JOIST 16"O.C. TYPICAL 2X4 ROOF RAFTER 16"O.C. \ TYPICAL SLOPED TOP PART OF THE FRONT GABLE END SHOWN AS BUILDING STEP 5 OF 5. 1 j TYPICAL 2X4 RIDGEPOLE CUT TO y LENGTH OR TRIM TO FIT AFTER i i TYPICAL 2X5 FASCIA BOARD USE LOOKOUT RAFTER ON IT'S FLAT SIDE ' TO TIE THE FASCIA BOARDS,WALLS AND ROOF RAFTERS ALL TOGETHER AT THE GABLE ENDS.NAIL 2 ALONG EACH ANGLED TOP PLATE TYPICAL ROOF RAFTER INSTALL FIRST AND LAST RAFTER 10"IN FROM THE 1 OUTSIDE EDGE OF THE WALL 1 TYPICAL 2X5 FASCIA BOARD CUT TO LENGTH OR TRIM TO FIT AFTER TOP OF LEFT WALL \ AFTER INSTALLING THE FASCIA BOARD ON THE ENDS OF THE RAFTERSINSTALLTHE RAFTER NEXT FASCIA BOARD PLACEMENT 16"O.C.OUT FROM SCALE THE RAFTER THIS V. =1'-0" WILL GIVE THE SIZE REQUIRED 6"UNIFORM 12'X24' OVERHANG. PLAN 2326 10 i .. ., ' . 2"X 4"RIDGE POLE CUT 18 RAFTERS FOR THE RIGHT AND LEFT SIDES (TOTAL IN 36)EACH OF THEM 82" LONG CAREFULLY CUT THE BIRDS MOUTH AND THE 19°ANGLES AT EACH END AS SHOWN (19°IS THE ANGLE USED FOR A 4/12 ROOF PITCH) 19, BIRDS MOUTH CAREFULLY CUT OUT 3" FOR THE TOP OF THE SUPPORTING WALL AND 1"DOWN THE SIDE �i 4'/z' 1 7/16" ASPENITE SHEETING NOTE WHEN CUTTING RAFTERS IT IS BEST TO CUT 1 FOR EACH SIDE OF THE ROOF AND THEN PLACE THEM ON THE WALLS WITH A SPACER IN BETWEEN AT THE PEEK (SAME THICKNESS AS THE RIDGE POLE) RAFTER TO BE SURE THEY FIT PROPERLY THEN CUTTING USE THEM AS A TEMPLATE TO CUT THE LAYOUT REMAINING RAFTERS NEEDED SCALE 3"=11-0" SIZE 12'X24' PLAN 2326 11 r I • H PERMIT TRAX BUILDING REVIEW COVER SHEET DATE I D-5-b-1 Please see attached and Permit TRAX reference permit number aobl - 595 FOR REVIEW click on"My PERMITS". Review Items that can be scanned have been done. VIEW THEM under ATTACHMENTS. eUS" Permit Tech. N G' CITI' ARLINGTON BUILDING DEPARTMEN' REQUIRED INSPECTION for CONSTRUCTION PERMITS NO work shall commence at any building site PRIOR TO obtaining a construction permit from the Building Department ➢ EXCAVATION and GRADING: Notify this office prior to the placement of forming materials. At this time a field evaluation will be made as to the condition of the soil bearing capacity, depth of grade, setback to the property lines and an inspection of controlled fill will be made. ➢ FOOTING and/or FOUNDATION: Notify this office priorto the placement of any concrete. Forms must be plumb, level and dimensionally accurate and adequately braced. Wood cleats used on forms, which are to be cast monolithically, shall be treated wood or wood of natural resistance to decay. Reinforcing steel and extended dowels shall be tied and in place. ➢ UNDER-FLOOR: Notify this office prior to sheathing floor for inspection of anchor bolts, post to beam connections, pier to post connections, inspection of joists, spacing, spans, doublers, etc. Also inspection of vents and baffles per WSEC. ➢ GAS PIPING: Notify this office for inspection of gas piping only after the mechanical rough-in inspection has been completed. ➢ PLUMBING and MECHANICAL: Notify this office when all plumbing and mechanical rough-in installations have been completed but rp iorto the framing inspection. ➢ SHEAR WALL: Notify this office for inspection after the roof sheathing, required hold, and wall sheathing has been nailed, but prior to the siding being installed. ➢ FRAMING: Notify this office for inspection after all plumbing rough-in, mechanical rough-in, roofing material is installed, all framing, fire blocking, and bracing are in place, and all pipes, chimneys and vents are completed. The electrical inspection should have been made and approved for cover. ➢ WATER and SEWER LINE: After connection and before back fill. ➢ INSULATION: Before any placement of wallboard. ➢ WALLBOARD: Notify this office for inspection after all wallboard is in place, but prior to taping and finishing. ➢ FINAL: Notify this office for inspection after building is completed and ready for occupancy, but prior to being occupied! INSPECTION LINE(360)435-0674 TO CALL FOR AN INSPECTION HAVE THE FOLLOWING INFORMATION AVAILABLE: Permit Number, Address, Lot number, Contractor, Owner, Contact name and number, type of inspection requested INSPECTION REQUEST MUST BE CALLED IN PRIOR TO 5:00 PM TO BE ON THE NEXT DAY SCHEDULE NO material will be allowed on sidewalks or streets. MATERIAL WILL BE CONFISCATED and contractor will be invoiced for time and material spent on removall CITY OF ARLINGTnN, WASHINGTON --- BUILDING DEPARTMENT No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: 4'�/ ' /�h �It iyrU� > CONTRACTOR: JOB ADDRESS: �'i' Cf. r /�//J�j OWNER ADDRESS: NATURE of WORK: s�C.`C?C S� PLAT NAME: USE of BUILDING: LOT# :� Description of Work: Sprinklered/: PERMIT No DATE ISSUED: /(.� '/ --eV ITYPE IGROUP INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE INSPECTOR'S SIGNATURE FOOTING BUILDING FOUNDATION (360)435-0674 UNDERFLOOR Press#1 SHEARWALL PLUMBING (groundwork) GAS PIPING(groundwork) ROUGH PLUMBING ROUGH GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATION WALLBOARD STORM DRAINAGE ENGINEERING (360)435-0674 Press#2 GRADING Press#2 TEMPORARY TECSP Press#2 RIGHT OF WAY Press#3 STORM DRAINAGE SYSTEM Press#3 CURB GUTTER&SIDEWALK Press#4 LANDSCAPE UTILITIES (360)435-0674 Sewer Press#5 SIDE SEWER INSPECTION Water press#6 WATER SERVICE INSTALLATION (360)435-0674 FINAL INSPECTION Press#1 this document shall serve as the Certificate of Occupancy for one & two dwelling units only when completed. 2006 International Residential Code NOTES: I r � City of Arlington Building Department Inspection Request Notice Darrington Inspection on Tuesday and Thursday PM only 11ext day inspections must be called in Before 5:00 P.M. the previous day Inspection Line # P60) 435-0674 (Press #1) You may request an AM or PM inspection ➢ No appointments will be made ➢ To cancel an inspection please call the main telephone number (360) 403-3551 ➢ Inspections called in after 5:00 P.M. will be - scheduled the second day 0 0 VUL/ r �j Z 92 W z LO N z ►- {r 00 w CD W -j W W 1 w 0 " 0 W p Q C gLu O �N � � UaNQ Z � z �V VV J �4Q/ = xN Uq W `n -Jrn Q W [a� QN p J F W w ~013 v� Q Q LO - z 4z �� z qz u Oz i � wows Cl IA �w� �� zQ = 1- Z 0� �' NWWOE W u ►- �-q tiQ0 Q w�� yQj > f- w �uN �zqq �ui -w LU "D q �@ ���-' Z4q w N q u�i'-00 Q W NNe x� W zoo= W1 z_ u �`� 0uq ium w p q > z 0 �0 q�U U Q� Q -�U�(AO4Ow U zWgz W� N ClZ z� N4�� Q�� UO Q w o w� W w~ zN�Q�6IC Ww w4►-� �n uwi `�z ,nz�m �z � � m m� .. u w4ENQ� N goo �o ~ o q�`'w° w� m� � �' q �uzwQwl'' i►-�W4 � � q Q ~ qz W- p0 W N� F 1 6W w z_� �q►- q ``>z m i U ►uY ��R� UN►-N � q �w - �wq� q Cl Q� �Q z a cl �7� °w �N ? q wZ u o w N SQ w 0zz ' U W Q q Qj k 1 Q 1- Q N -1 Z �m �w� �z zww ''0 �4 �-,, u >jt �w w �u Nd Q Q aw o z Lu ��' Q aw w u m -' � UqU ~� 0 z �o U Q gz616N-vo m� ��w66w �Q wQ $ u Op q tp ` Ow-' z $ oW q .� ''WU W p �� Oq Z z� ►- N� z � � i Np Q N NFU w � p Q q u�q q V w � Q� uQ°�a�Q � ww QZQ n� > > � ggqN w � ��� N ~Qo u� F a U �a N W� �1 �� � �gQ .wp� � qq q I4� wo aw p (a � ?� ��� �w �N N z QNZu qJW ►- QW F t� " m ti LL Qf OQQ►N- wU �R ►'`' F- Q NN o pzq L N zN aF W OC 0 0 0q 0 q wq wo �� an ooW�� � ' ? q�� w Q� � N � Q qw u f- QUA �w Qq wQ �4 w W qq QW N �q� z i Aia tdl fA i.! 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