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HomeMy WebLinkAbout17305 59TH AVE NE_BLD20110117_2026 BUILDING INSPECTION REPORT QNG 1z Y o Permit No. Y�.J �0 f I o Address: 1� 30j Contractor: — 39 c Owner: r J✓V\0P� � � Date: - APPROVAL ® PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before 77L112Tti' EX_ 127a dig Inspector: VicA Date: ® Under-floor ® Framing ® Gas Piping ® Footing .drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in Final ® Masonry ® Drainage ® Insulation her: 114-AA BUILDING INSPECTION REPORT - Y (�f Permit No. 11-0// 7 Address: _/734� 1; Contractor: S e_ ,IT" LNG Owner: Date: APPROVAL ® PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before LIZ L' a~C 4 Inspector: Date: 8" y ® Under-floor ® Framing ® Gas Piping ,0"Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address: 17305 59TH AVE,ARLINGTON Permit#:BLD20110117 Parcel#: 31052200401600 Valuation:$C @9 OWNER AkAPPLICAN7' CONTRACTOR 78>CL'v SMOKEY POINT DISTRIBUTING INC SMOKEY POINT DISTRIBUTING INC SPANE BUILDINGS INC SPD SPD SPANE 17305 59TH AVE NE 17305 59TH AVE NE 1611 BUCK WAY ARLINGTON,WA 98223-4737 ARLINGTON,WA 98223-4737 MOUNT VERNONE,WA 98273 CHRIS@SPDTRUCKING.COM CHRIS@SPDTRUCKING.COM Lie#:SPANEBI141JD Exp:4/1/2013 (PLUMBING CONTRACTOR - MECHANICAL_WNTRACTOR.. Lie#: Exp: Lie#: Exp: ,JOB DESCRIPTION 24'X 96'=2400 SQ.FT.ENCLOSED BUILDING OVER EXISTING CONRETE PAD AND 30'X 49'OPEN SIDED COVERED AREA OVER EXISTING ASPHALT AND GRAVEL AREA. PERMIT TYPE: Commercial PERMIT GROUP: Alteration/Remodel Exterior STORIES: 0 CONST TYPE: V-B DWELLING UNITS: 0 OCC GROUP: U&S-1 CODE: 2009 IBC OCC LOAD: N/A PERMIT"PROV T I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRCI 10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Si na Print Name Date Released B Date( ARCHIVE = APPLICANT ASSESSOR OTHER BLD20110117 CONDITIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • Please install dry-wells at the ends of the downspouts to prevent runoff from having to sheet flow across the site to the infiltration facility. • These are inexpensive to install and will directly infiltrate at the downspout discharge. If you have questions,please call Marc Hayes,Public Works Inspector @ 360.403.3457. PERMIT FEES Date Description -- - : =« Fee Amount Paid Balance Due 7/25/2011 Building Permit Fee(QTY: 1) $1,803.12 $0.00 $1,803.12 7/25/2011 Building Plan Check Fee(QTY: 1) $1,172.03 $0.00 $1,172.03 7/25/2011 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $2,979.65 $0.00 $2,979.65 CALL FOR INSPECTIONS ' BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. None - I Y Y� COMMERCIAL REMODEL PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3)SETS OF CONSTRUCTION PLANS, THREE(3)SETS OF SPECIFICATIONS, TWO(2)SETS OF STRUCTURAL CALCULATIONS, ONE(1)SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: (E) Commercial Remodel Zo Commercial Addition 43 Tenant Improvement Project Address: 1-)t& sM/1 fi/,* qY243 Parcel lD#:3Q "22Q0'f016o0 Project Description: W5klt &- } -b Legal Description: Se<, .rW��� pl(�05 laf� �3e RNLI 5ed -ayoo,� • �a, Hclded L�4rpo�foP�t 5i,;�Sbr Ste./�j%c%C:� Project Valuation: co\I e2, over g,Asphalt YLV Owner: ; :1, Phone Number: 34,0 y3,,I�-•,5-7.37 Address: I7305 ,-5q6' Alf- /I/--- V City: State: WA Zip Code: 9gZpZ� Contact Person: Url"5 -a17,`/, Phone Number: L12� 5VO",3^,-9 Cell Phone: "7��j .'��g) * 3�5�Fax: 360 9d,jc^- 3Q3 E-mail: C.A/-,s/- • COS Address: I:=6- `j 9t=' Au e, Nj- City: Ar LAlw State: W)q Zip Code: 9j�'�Z3 ` 3/0 -2-/36 Contractor: a �� �� Phone Number: -3/0 Address: 1611 !e(� we-m- City:roOallelno,^ State: W14 ��Ziip Code: 9Y0�73 7 Contractor's License Number: ,S�A/UY��- `/ ! 4� Expiration: © ^01 -13 Plumbing Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address City: State: Zip Code: Contractor's License Number: Expiration: hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- des ri ed pr perty will be in accordance with the laws, rules and regulation of the State of ashington. -�-/9--/1 Applicants Signature Date RECEIVED Print Applicants Name COA PERMIT CENTER FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received Web Forms—146 Page 6 of 7 7/10CJY C& I I I I '_ - - r�' COMMERCIAL REMODEL PERMIT APPLICATION ` Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360) 403 3418 Project Name/Tenant Is f D Site Address_1730-5 S9-11 eve_ 105 Bldg/Unit/Suite IBC Construction Type_ T IBC Occupancy Type Description of Use 62&" �✓�v ` `�acr.�ile Building Square Footage C Number of Stories Square Footage Per Floor �yb©- nU ��C 13u�i��� /V?O /�00'� On o C.crpi✓� Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes,modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. Pri t d ame of c t/Agent Signature of Occupa Agent Date Web Forms-146 Page 7 of 7 C ZJ)i i (-) 11 7 7/10CJY COMMERCIAL REMODEL PERMIT APPLICATION _ Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. ❑ One (1) City of Arlington Commercial/Multi-Family Permit Application (One permit application per building or structure is required) ❑ One(1)City of Arlington Commercial/Multi-Family Submittal Requirements Form ❑ Three (3) Site Plans ❑ One (1) 11"x 17"Site Plan ❑ Three(3)Architectural Drawings ❑ One (1) 11 "x 17" Set of Building Elevations ❑ Three(3) Structural Drawings ❑ Three(3) Structural Calculations ❑ One (1) Geotechnical Engineering Reports (if applicable) ❑ One (1) Project Specification Manuals (if applicable) ❑ One(1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One (1) Occupant's Statement of Intended Use Form ❑ One(1) Letter of Verification of Water and Sewer Availability from City of Marysville(if applicable) Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to Pre App Appointment Request. I acknowledge that all items designated above are included as part of this application. Applicants Sigo ture Date ) Dtlml`7 Web Forms—146 Page 1 of 7 7/10CJY I A� �. u Lai AiA Cy 0 O _ N � ,W Q Z9� IE `'� -� �7�'" ; y O = a 9 b F is ] • ca 0 Ce o xl +� An U S A i L - o a� o L � F Ir s N `N 1 c / Q, �1 1 o'a �.IRO ;goo l .,� Y� ti Z206 i f7 RECEIVED DISTRIBUTING, INC. 17305 59th AVE NE urZav� 425.00' S 01.08'12" E 732.38' 9' OraJff�a�e, Nofe, — - To7-fT+ IV" IM.(I�I�fOU.J 39$ � -- 6w641n�lasfa�,>a, r�I' l n 41, NGJ�r°1�j� G✓�,�Njj 6 f � 6u /L.A Off 'l C.✓ M7 E � bwf"Id 1(Ni � d 00 Proposal(�'JO'l )5 Oprr Car�or F 30'X y� ¢ t~i w � a m v\! I H704f fit- 0 � Q 1 0 r, � Q -)sy x _ w z N 1.f C7 o C*4 ll ., .�.i�+.::=�,:. ..t_' N Ld • ti j F: .nF' Z Cy c X Lu co x O. Lu M :3_i:`_ O_ ,`.<)• i: •.� > F- to J r.f. -0 Loll co cc + w F m ` U � (~j In{j O Z oL� oz In J m W Q Q a Y A �F� c vim^ cY Q XV Oy o yoby/ ?�� •0. o i- O o �QZ j . �C A� � In ' N n J m =¢ wU mO lo} P--A o w 0-'OO l / O�� o s4 m dy ¢ 00 o w w F-� ,a ��� �(n ai5`n 1£ n Wm 6 �C oL, �� : �<QfL \' =U U W 1 K� Z r / 5 .0 1#41 ya z 5 a ul w CL a ci co N U fl H co 7 >Z a 0 co {�m u o �� O mlalo :SR�-t rr 1" to " S03'00'35'E 323.59(DEO.L S 2,47.E 101. 4 OED.) 4 .00' S:0�124�'2�4-- E .29' r ^ �I. \,�,i - \ `•`�\:\�\\\-\\�� '\\\�. ti>; ::t\�\ti\\\.��\.\� �`i��\t\\\\\\\�\\ \mot\\�.`\\\\\ \\. 3'N 3nN3AH FLL85 Zito o 0 to r X X X X X j J.>:iQa�lV hIOlENJ"it(V � , U / � . . - . � � � ~ | | / | " | | I - - I- LA Cl a t I / (77 -I - ac - zz I _ I + W RN W I �,r! -r I � I � i 1 ! - I - -- {- --- I W1- Polwh k f PI - - -- - - i Qfl - - - - _ t i i� f COMMERCIAL REMODEL r PERMIT APPLICATION o Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 The building permit does not include any mechanical,electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued.You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to permitcenter(a-)-ci.arlington.wa.us. Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. C Signature: % o� Date:' Owner/Owner' aepresentative Company:�/Y!o k 1 fii b4t4l, Phone: it Web Forms—146 Page 5 of 7 7/10CJY .� I 1 n H x txrJ Lx o O y b� o Ja ri rp U d Jam+cn r. aj C7 Gcrt d y > p "D tt Z � � z N o ° W ° o z n � It CTiVl ty c Z ro z r a O a 8n N tri '�d� O Z y > Gd zx > m CD c r r O t� Ry ° > z z� o r m CG r zo a0 d `TIcl o n zC7 ® y �. � (D CJ z ti 0 � � C z c) ,..., d ° N z -,I CD � o n ° cn � zz y n o o 0 y r y Cn N r m O V > z rp a Page 1 of 1 z _ .. W �'-£ (7r �� � !���,�� �� ��+� �n-r„ram � � Y•. 45 � al ddltlYf J f —171 1 .- - - i ZY 1i -•.1��iM�t., � f � - y I SM®KEY POINT n w / DISTRIBUTING, INC. 17305 59th AVE NE /RUNG OOhl, WA 98223 pfljors4 T�� o�- Por4YG 5 a8 'X 96' [3a+wed4l SlwP ¢ "sk PfAOlRcoc' x ol - 5 ct http://—ois.snoco.ora/ouirout/Assessor 1)mz-arcims413644525047.in9 V1 n *• 1 Property Summary Page 1 of 2 1 2,4 SnohomishOnline Lioyar:srnont Information ffi 5ervFcos County Washington Printable_Version Hine Other Property Data Help Property Search>Search Results>Property Summary Property Account Summary Parcel Number 131052200401600 1 Property Address 117305 59TH AVE NE,ARLINGTON,WA 98223-4737 _J (ties-For Changes Use'Othar Property Data'menu Role Peroen Name Mailin Address Taxpayer 100 SMOKEY POINT DIST INC 17305 59TH AVE NE,ARLINGTON,WA 98223-4737 Owner I 100 SMOKEY POINT DIST INC 117305 59TH AVE NE ARLINGTON WA 98223-4737 General Information I Property SEC 22 TWP 31 RGE 05 LOT 3 OF CITY OF ARLINGTON SP REC AF NO 9608015001 BEING A PTN OF SWI/4 SEI/4 TGW N 300FT OF LOT 1& Description LOT 2 OF SO SP PER CITY OF ARL#MN99-0048-BLA REC AFN 199906295003 LESS R/W TO CITY OF ARL PER SWD REC AF NO 200309191074 Property CategoEy Land and Improvements Status. Active Host Other Property,Locally Assessed Tax Code Area 00110 _ Charaeterlsties Use Coe 639 Other Business Services NEC Unit of Measure Acre(s) I Size(gross) 4.48 elated Properties 2755569 Is Located On this property 0132811 Is Located On this property etlye Exemptions No Exemptions Found _ If you wish to pay your property taxes on-line now,select one of the following options and press the button"Add To Payment List".If this property is noted as"Delinquency"in the General Information Status field,additional costs may be added monthly.At certain dates within the delinquency process,all outstanding taxes,assessments,interest,penalties,and costs are due in certlfled funds. Make Check or Money Ordere'to"Snohomish County Treasurer". Send to Snohomish County-Treasurer;3000 Rockefeller Ave,M/S 501,Everett,WA 98201 nstallmants Payable ax Ye'er_Installment Due Date Prmci alj Interest,Penalties and Costs Total Due Cumulative Duel Select to Pay 2011 2 10/31/2011 1 9,918.98 0.001 9,918.98 9,918.98 4 Add To Payment List View Detailed Statement Detailed information about taxes and all other charges displayed above. Calculate Future Payoff Taxes,Interest and penalty due on a specific future date. Statement of Payable/Paid For Tax Year: 2011 Distribution of Current Taxes District\ _ Rate Amount ARLINGTON SCHOOL DIST NO 16 4.53s1$2 8,276.33 CITY OF ARLINGTON - 1.634011 2,995.14 PUB HOSP#3 CASCADE VALLEY 0.813778 1,491.65 PUB HOSP#3 CASCADE VALLEY _ 0,331452 607.55 SNOHOMISH COUNTY-CNT 0.868378 1,591.74 SNOISLE REGIONAL LIBRARY 0.450643 ~826.03 STATE _ 2.206383 4,044.30 SNOHOMISH CONSERVATION DISTRICT 5.22 TOTALS 10.819828 19,837.96 Pending ProDartv Values - - -- — Pendln Tax Year Market Land Value Market Improvement Value Market Total Value Current Use Land yaluelcurrent use ImprovemendCurrent Use Total Value 2012 1r 20.60D 612,400 1,833,000 01 0 __0 ftopeE!y Values Value Type Tax Year Tax Year — Tax Year Tax Year Tax Year 2011 2010 __ 2009 2008 2007 Taxable Value Regular -_ 1,833,000 1,929,500 1,990,000 1,859,000 _ 1,583,000 Exemption Amount Regular https://.www.snoco.org/proptax/(rhO l hxbgykzevn451gkowb5 5)/result.aspx?address=173 05... 7/18/2011 i .q 1 Znn • 'i5 t 00> C SOW N N O0w C 10 FUV hn N N M W p w w 1•%J•J a) 0 € G r S N N N O OQ •� d in v m ❑ N N N ¢dam C I C N •r ` fA N N O E p ^ C a� d m m eu w m t C IO ❑ LY W C C •C C U fA ZM� C�L,I G i N N N E 7 3 7 'U N3U T •� IN w N w O m m m N 7 N a) Z Z p`) C !D U C C G W E �" U C 'aJ U 2 m y m y 3 3 3 E E Y y r Q x o }} c O i••1 o ❑ o 0 0 o E o o m E Z LL3' d r • r :� o f F- F o a = v o w rn m o 5 C: O C O IL N O 8 � m � U () N N C (q m C p LL o p lu ❑ ~ ao O O O m m N v m o o N y w� 3 a N C A U O N T F 1 r T O L J o _� U O� I; rJ m C m y C ,iu �' z m ~ ¢ O �!a O •!••� - N V m ❑ ❑ Z ❑ ❑ ❑ O m J O a a f E O H. O�� a Z II ❑ ❑ a' II m m m II II II II II U co II C Z OOa Y ([17 t tr J 2 f- U F F- I- U U a _ tL p p U a a L cl `J Z vn w ir w O Z O O U a = m J C� d � Q U I- � QiB� t �o� , m t N � oo o00oo �000 -,�� Y� N to • L uj H ? LO 1 1 Z l I {I l 1 1}IT �R G 1 t amp 1 I l j I I Ou "R •�'� 8 1 1 �r 1j1 t3 t1�1r1 'I 0 ttiv 'rr .aal 1 -�✓',f,{.,. �, S Hill 1 1 1 1 +'�•�k.'�- .* t. 9 ^ `.as hah::��.,'.-- of �ti. 1 Z 1 1 � f 5r ,ia' t�"1.�^_,y,✓L' of.. «�ti 1$•,�- .W fl'i� . Lu "1 ♦ 3 1,CD 1... w 1 ♦ I 1-' ry r w, ♦ - f .ice � _ � _ 1 a l:. / ♦ .. - _ v/ • Imo' Q q�y1• I � , ., ?" rI ii �. O >k © a/ ,""",,�,.�YY'?�F' '�•tea-. 'K a,�l yam¢ Preliminary/Permit Use Smokey Point Distributing, Inc. Post Frame Building Arlington, Snohomish County, Washington Structural Calculations/Details CITY OF ARLINGTON BUILDING DEPARTMENT APPrRONIFD PY UFF 'CECO' DATE 7 BY_ L__� N CH NGES AUTHORIZED UNLESS APPROVED B TH BUILDING INSPECTO Prepared For: Spane Buildings, Inc. Smokey Point Distributing 1611 Buck Way 17305 57th Ave. NE Mount Vernon, WA 98273 Arlington, WA 98223 (360) 424-1505 v Prepared'By: Summit Engineers & Surveyors, Inc. 2218 Old Highway 99 So. Mount Vernon, WA 98273 (360) 416-4999 14ECEIVEIO Date: July 20, 2011 JUL 21 2011 SUM�gT 40A PERMIT C.ENTIA(i,a,iEii, s INIVEYON& IMC �� �-�•i7 o I I � A R r A b_ r `a 0 0 b w Project Name �� ,�,��y PQ/,c�j D�T�/�'/dT/•t/ ,�_ /.c%. Project Number 7 Location a,s �;'7 -4,,,e Client r Building Size ?� ,��9 ZS��c ��,�a-s'�' A-A- ,c 1417U 2,4600 aT/a A/ Design Criteria (W1 (52) Code Z C0-a Live Loads -- Floor Snow 2-,57 p Wind -��1�1� Seismic Q — Dead Loads _ Roofs c? 1�s Floor Soil Values Bearing Lateral - SU."\41T ENGINEERS & SURVEYORS, INC. Calculation Approved By: Date: 7 StpKffral O Spane Buildings Inc. Smokey Point Distributing Inc. 17305 57`h Ave. NE Arlington, WA. Seismic ACSE 7-5 The seismic force imposed on the main force resisting system of a post frame Building is based on the seismic weight of the roof plus 3/8 of those walls that are perpendicular to the direction of the seismic force. Input: Building Width= 74ft. p= 1.3 Building Length= 96ft. Seismic weights: W roof= 8,640lbs. W end walls= 3,080lbs. W side walls= 6,620lbs. SDs = 2/3 Ss= 1.00 Cs=SDS/(R/1)= 0.134 Seismic base shear: V=Cs W Transverse= 4,781lbs. Longitudinal= 6,685lbs. Seismic design forces: Vt= Cs Wt p 0.7= 4,442lbs. VL=Cs WI p 0.7= 6,3541bs. Wind controls 1 Spane Buildings Inc. Smokey Point Distributing Inc. 17305 57`h Ave.NE Arlington, WA. 30' x 49' and 25' x 96' Post frame shed roof additions. 85 MPH Exp. B Wind loads. Wind Loads per ASCE 7-05 Analytical Procedure Building wind exposure Exp. B Enclosure classification (Enclosed) 3 Second gust Wind Speed 85 mph. Roof pitch 2/12 = 9.46 deg. Hill shape(Topographic factor not applicable) Down wind (No) Building width perpendicular to ridge. B =74' Building width parallel to ridge. L=96' Mean height of roof. h in. = 19.25' Directionality constant. Kd= .85 Height of hill or Escarpment. Hh= Narrowest half width of hill at half height. Lh= Horizontal distance from crest to building site. x= Topographic factor Kzt=1.0 Gust effect factor G= .85 Velocity pressure exposure coefficient Kh= .849 IBC Load factor for ASD wind, 1605.3.2 (i)= 1. Velocity pressure qh= 12.35psf 2 14.25' East eave wind loads. Roof diaphragm requirements Projected vertical roof area(SF) 355 Design wind pressure (psf) 13.45 Total roof load pounds 4,778 Wind pressure x vertical area Roof diaphragm design allowable LB per ft 176 Roof diaphragm unit shear 98 Unit shear less than allowable Gable end shear walls Windward wall area sq. ft. 735 Design wind pressure psf 11.62 Windward and leeward wind load 8,541 Total lateral load is 13,319lbs. Embedded posts will resist all of the lateral loads. 14.25' Eave posts. W= 13,319/ 171 =78in. M= WxLxL (78) (171) (171) 2 = 2 M= 1,140in.K's Sxx= 12 (6x6)+ 12 (8x8)= 12x32 + 12x78= 1,320 Total section. 1,320 Fb = M (1,140) (1,000) Sxx 1,320 Fb= 864 Hem Fir#2=Fb 850 x 1.33 = 1,130> 864 Ok to use Hem Fir #2 - 6 x 6 posts for all new posts as shown on plans and Hem Fir#2 — 8 x 8 for existing posts. 3 Gable end wind loads. Gable end shear walls Windward wall area sq. ft. = 394 Design wind pressure psf 11.62 Windward and leeward wind load 4,578 Total lateral load is 4,5781bs. Side wall metal siding lateral resisting loads. Basic 29 gauge metal siding is 69plf. Side wall with the most openings governs. East side wall governs. Side walls=24' +24' =48'x 69plf=3,312lbs. The remaining loads to be resisted by embedded posts. 4,578—3,312 = 1,2661bs. 17.75' Eave posts. W= 1,266/213 =6in. M= W x L x L = (6) (213) (213) 2 = 2 M= 136in.K's Sxx=6 (6x6) +6 (8x8)=6x32+6x78 =660 Total section. 660 Fb= M (136) (1,000) Sxx 660 Fb=206 Hem Fir#2 =Fb 850 x 1.33 = 1,130>206 Ok to use Hem Fir #2 - 6 z 6 posts and Hem Fir #2 —8 z 8 for as shown on plans. 4 15.75' Northwest 25' x 47' section eave loads. Roof diaphragm requirements Projected vertical roof area(SF) 188 Design wind pressure (psf) 10.62 Total roof load pounds 1,997 pressure x vertical area Roof diaphragm design allowable LB per ft 176 Roof diaphragm unit shear 45 Unit shear less than allowable Gable end shear walls Windward wall area sq. ft. 611 Design wind pressure psf 11.62 Windward and leeward wind load 7,100 Total lateral load is 9,097lbs. Embedded posts will resist all of the lateral loads. 15.75' Eave posts. W=9,097/ 165 = 55in. M= W x L x L (55) (165) (165) 2 = 2 M=749K's Sxx=3 (6x 10) + 8 (6x8)+ 1 (8x8)=3x91 +8x58 + 1 x78 =757 Total section. 757 Fb= M (749) (1,000) Sxx 757 Fb= 989 Hem Fir#2=Fb 850 x 1.33 = 1,130>989 Ok to use Hem Fir#2 posts as shown on plans. 5 30' Truss to post connection. Bearing R= 10' x 28psf=280plf x 30/2=4,200lbs. 4,200/2,280=2 (One 3/4 bolt=2280lbs.) Use two 3/4" bolts through a 2 x 6 x 12" compression block. Truss uplift. 13.069psf. 13.069 (10')x 30/2= 1,960lbs. 1,960/2,280= 1 Use one 3/4" bolt through truss. 25' Truss to post connection. Bearing R= 10' x 28psf=280plf x 25 /2 =3,5001bs. 3,500/2,280=2 (One%bolt=2280lbs.) Use two 3/4" bolts through a 2 % 6 % 12" compression block. Truss uplift. 13.069psf. 13.069 (10')x 25 /2 = 1,634lbs. 1,634/2,280= 1 Use one 3/4" bolt through truss. 6 Roof Purlins Worse case 12' span. 12' span. Bending span 11.25' M= (25 +3)x2x 11.25x 11.25 / 8 = 886 S =(886 x 12)/ 1,450 =7.3 Section for 2 x 6 is 7.56> 7.3 Ok to use Doug Fir 2 z 6 @ 24" on center Nail purlins to 2 x 6 truss blocking with four 16d nails. Roof purlins are to be connected to the rafters with a Simpson 112.5 at every other purlin at the enclosed gable end wall locations, and each purlin at the open gable end wall truss locations. Wall girts. Maximum span 12' bending span is 11'. 5" Loading P=Ce Cq Qs I (.62) (8) (16.4) (1.00)= 8.13 p.s.f. Trib. Loading (8.13 p.s.f.) (24/12)= 16.26 p.l.f. M=wxLxL/ 8 16.26x 11.5x 11.5 / 8 =269.73 Fb=M x 12/Sxx 269 x 12=3,236/2.75 = 1,176 Doug Fir#2 - 875 x 1.33 = 1,164< 1,176 Within 1%. Ok to use Doug Fir#2 —2 x 6 @ 24" on center. Post embedment. See attached Enercalc calculations. 14.25' Tall eave posts require a minimum embedment in a concrete filled porthole of 18" z 3.9'. A slab is required. I 7 15.75' Tall eave posts require a minimum embedment in a concrete filled posthole of 18" x 4'. A slab is required. 17.75' Tall Northwest section eave posts require a minimum embedment in a concrete filled posthole of 24" z 4.51. A slab is required. Components and Cladding Pnet=Adjustment factor for building height x Importance factor x Pnet30= Importance factor= 1 x 1 x Pnet30= Pnet30=Roof slope> 7 to 27 degrees. Building wall zone 5 (corners)= 11.6+ 14.7=26.3psf x 84sf=2,209lbs 2,209/55lbs=One screw every 4"the full length of each corner panel and three out from the corner. Building roof zone 2=6+ 19=25psf x 90sf=2,250lbs. 2,250/55lbs=One screw 9"on center at gable end rafter or truss and roof purlins in for the first 3' along the gable end, at the eave and ridge locations. See attached diagram. Building roof zone 3 =7.5 +30.6=38.lpsf x 9sf=343lbs 343 / 55lbs=One screw every 4"on center for the first 3 square feet of roof area at the corner and ridge locations. See attached diagram. Summit,Engineers Title: Smokey Point Dis, outing Inc. Job# 2218 Old Hwy 99 South Dsgnr: Young Soo Kim Mount Vernon WA. Project Desc.: Post frame building shed roof additions. Project Notes Wood Beam ENERCALC,INC.1983-2011,Build:6.11.4.4,Ver.6:0.26.0 Description: 20'Truss support beam.Ok to use a 5-1/8"x 13-1/2"Doug Fir 24F-V4 Glu lam beam. Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2,400.0 psi E;Modulus of Elasticity Load Combination 2006 IBC&ASCE 7-05 Fb-Compr 1,850.0 psi Ebend-xx 1,800.Oksi Fc-PHI 1,650.0 psi Eminbend-xx 930.Oksi Wood Species : DF/DF Fc-Perp 650.0 psi Ebend-yy 1,600.Oksi Wood Grade :24F-V4 Fv 265.0 psi Eminbend-yy 830.Oksi Ft 1,100.0 psi Density 32.210 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.75) Lr(3.8) 5.125x13.5 Span =20.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Point Load: D=0.750, Lr=3.80 k 0 10.0 ft DESIGN SUMMARY - • Maximum Bending Stress Ratio = 0.761: 1 Maximum Shear Stress Ratio = 0.197 : 1 Section used for this span 5.125x13.5 Section used for this span 5.125x13.5 fb:Actual 1,813.34psi fv:Actual = 52.31 psi FB:Allowable 2,383.50psi Fv:Allowable = 265.00 psi Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span = 10.000ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span It 1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.583 in Ratio= 411 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.728 in Ratio= 329 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V C d C FN C r C m C t Mactual fb-design Fb-allow Vactual fv-design Fv-allow +D Length=20.0 ft 1 0.146 0.042 1.000 0.993 1.000 1.000 1.000 4.52 348.72 2,383.50 0.51 11.12 265.00 +D+Lr+H 0.993 1.000 1.000 1.000 Length=20.0 ft 1 0.761 0.197 1.000 0.993 1.000 1.000 1.000 23.52 1.813.34 2,383.50 2.41 52.31 265.00 +D+0.750Lr+0.750L+H 0.993 1.000 1.000 1.000 Length=20.0 ft 1 0.607 0.159 1.000 0.993 1.000 1.000 1.000 18.77 1.447.18 2,383.50 1.94 42.01 265.00 +D+0.750Lr+0.750L+0.750W+H 0.993 1.000 1.000 1.000 Length=20.0 ft 1 0.607 0.159 1.000 0.993 1.000 1.000 1.000 18.77 1,447.18 2,383.50 1.94 42.01 265.00 +D+0.750Lr+0.75OL+0.5250E+H 0.993 1.000 1.000 1.000 Length=20.0 ft 1 0.607 0.159 1.000 0.993 1.000 1.000 1.000 18.77 1,447.18 2,383.50 1.94 42.01 265.00 Overaff Maximum Deflections-Unfactored Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span D+Lr 1 0.7277 10.100 0.0000 0.000 _ �• - �I Summit Engineers Title: Smokey Point Dis„outing Inc. Job# 2218 Old Hwy 99 South Dsgnr: Young Soo Kim Mount Vernon WA. Project Desc.: Post frame building shed roof additions. Project Notes: ood Beam ENERCALC,INC.1963.2011,8001:6.11.4.4,Ver.6.0.261 ' KW-06004019 Licensee,SUMMIT ENGINEERING : Description: 20 Truss support beam.Ok to use a 5-118"x 13-112"Doug Fir 24F-V4 Glu lam beam. Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum Z430 2.43 D Only 0.530 0.530 Lr Only 1.900 1.900 D+Lr 2.430 2.430 Summit Engineers Title: Smokey Point Dib,t touting Inc. Job# 2218 Old Hwy 99 South Dsgnr: Young Soo Kim Mount Vernon WA. Project Desc.: Post frame building shed roof additions. Project Notes Pole Footing Embedded in Soil ENERCOLLC,INc.19e3-2011,Build:6.t1.4.4,Ver.6.0.26.0 Description: 14 Eave height Point load only.Ok to use an 18"x 3.9'concrete filled post hole. General Information Pole Footing Shape Rectangular Footing Width............... 18.0 in — Calculate Min.Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive.................. 350.0 pcf Max Passive................... 1,500.0 psf I,. Controlling Values Governing Load Combination: +D w Lateral Load 0.06310 k Moment 0,8992 k-ft Restraint @ Ground Surface Pressure at Depth Actual 125.0 psf Allowable 125.0 psf SOU surr _ surt_ace Lalemi a tint Surface Retraint Force I 378.81 Ibs Minimum Required Depth 3.875 ft p N Footing Base Area 2.250 ft"2 Maximum Soil Pressure 0.0 ksf Fooling Qa h=1'-6^ A ssumes!oniinq is square Applied Loads Lateral Concentrated Load Lateral Distributed Load Applied Moment Vertical Load D:Dead Load 0.06310 k klft k-ft k Lr:Roof Live k klft k-ft k L:Live k k/ft k-ft k S:Snow k ktft k-ft k W:Wind k klft k-ft k E:Earthquake k klft k-ft k H:Lateral Earth k klft k-ft k Load distance above TOP of Load above ground surface ground surface 14.250 ft It BOTTOM of Load above ground surface ft Load Combination Results Forces @ Ground Surface Required Pressure at Depth Load Duration Load Combination Loads-(k) Moments-(ft k) Depth-(ft) Actual-(psf) Allow-(psf) Factor +D 0.1 0.9 3.88 125.0 125.0 1.000 Summit Engineers Title: Smokey Point Dis,,.outing Inc. Job# 2218 Old Hwy 99 South Dsgnr: Young Soo Kim Mount Vernon WA, Project Desc.: Post frame building shed roof additions. Project Notes Pole Footing Embedded in Soil ENERCaLC,INC.lsa3zolt,Build:6.11.4.4,Ver6:0.26.0 KW-06004019 Licensee:SUMMIT ENGINEERIN(a Description: 15.75'Eave height.Point load only.Ok to use an 18"x 4'concrete filled post hole. General Information Pole Footing Shape Rectangular Footing Width............... 18.0 in Calculate Min,Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive.................. 350.0 pcf Max Passive................... 1,500.0 psf Controlling Values Governing Load Combination: +D + Lateral Load 0.06310 k Moment 0.9938 k-ft Restraint @ Ground Surface Pressure at Depth Actual 125.0 psf Allowable 125.0 psf Soil Surface Surface Late"Re Re iramt Surface Retraint Force 395.01 Ibs L Minimum Required Depth - 4.0 ft 1 `? Footing Base Area 2.250 ft"2 Maximum Soil Pressure 0.0 ksf Footing lr=V-6" Assumes footirc•is square Applied Loads Lateral Concentrated Load Lateral Distributed Load Applied Moment Vertical Load D:Dead Load 006310 k k/ft k-ft k Lr:Roof Live k k/ft k-ft k L:Live k k/ft k-ft k S:Snow k k/ft k-ft k W:Wind k k/ft k-ft k E:Earthquake k k/ft k-ft k H:Lateral Earth k k/ft k-ft k Load distance above TOP of Load above ground surface ground surface 15.750 ft ft BOTTOM of Load above ground surface ft Load Combination Results Forces@ Ground Surface Required Pressure at Depth Load Duratlon Load Combination Loads-(k) Moments-(ft-k) Dept (I'll Actual-(psf) Allow-(psf) Factor +D 0.1 1.0 4.00 125.0 125.0 1.000 Summit Engineers Title: Smokey Point Dieu outing Inc. Job# 2218 Old Hwy 99 South Dsgnr: Young Soo Kim Mount Vernon WA. Project Desc.: Post frame building shed roof additions. Project Notes: Pole Footing Embedded in Soil ENERCALC,INC.1983.2011,Buildt6:11.4.4,Ver6.0.26.0 KW-0600401!9 Licensee:SUMMIT ENGINEERINJ Description: 17.75'Eave height.Point load only.Ok to use an 24"x 4.5'concrete filled post hole. General Information Pole Footing Shape Rectangular Footing Width............ 24.0 in Calculate Min.Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive.................. 350.0 pcf Max Passive................... 1,500.0 psf t Controlling Values N Governing Load Combination: +D Lateral Load 0.1517 k j Moment 1.643 k-ft Restraint @ Ground Surface Pressure at Depth Actual 125.0 psf Allowable 125.0 psf Soil Surface Surface Lateral Restrain Surface Retraint Force 613.58 Ibs A Minimum Required Depth 4,50 It Footing Base Area 4.0 ft"2 n Maximum Soil Pressure 0.0 ksf Footing Irrmll,=2'-0" Assumes footing is square Applied Loads _ Lateral Concentrated Load Lateral Distributed Load Applied Moment Vertical Load D:Dead Load 0.04310 k 0.00790 k/ft k-ft k Lr:Roof Live k k/ft k-ft k L:Live k k/ft k-ft k S:Snow k k/ft k-ft k W:Wind k kift k-ft k E:Earthquake k k/ft k-ft k H:Lateral Earth k k/ft k-ft k Load distance above TOP of Load above ground surface ground surface 15.750 It 15.750 ft BOTTOM of Load above ground surface 2.0 ft Load Combination Results Forces @ Ground Surface Required Pressure at Depth Load Duration Load Combination Loads-(k) Moments-(ft-k) Depth-(ft) Actual-(psf) - Allow-(psf) Factor +D 0.2 1.6 4.50 125.0 125.0 1.000 h S 60 ft. Figure 6-3 Design Wind Pressures Walls & Roofs Enclosed Buildings h h Flat Roof Hip Roof (70 < 9 <_ 270) �� h h twe Gable Roof (9 _< 70) IpA Gable Roof (T < 9 <_ 450) Interior Zones End Zones S Comer Zones Roafs-Zone 1/Wdls-Zom 4 Roofs-Zom 21 Walls-Zane 5 Rods-Zone 3 Notes: 1. Pressures shown are applied normal to the surface,for exposure B,at h=30 ft(9.1m),for 1=1.0. Adjust to other exposures and heights with adjustment factor k 2. Plus and minus signs signify pressures acting toward and away from the surfaces,respectively. 3. For hip roofs with 0 5 250,Zone 3 shall be treated as Zone 2. 4. For effective wind areas between those given,value may be interpolated,otherwise use the value associated with the lower effective wind area. 5. Notation: a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). h: Mean roof height,infect(meters),except that cave height shall be used for roof angles<10°. 0' Angle of plane of roof from horizontal,in degrees. 44 ASCE 7-02 • �• I. I s oLLJ Ow ��'1y =Q s �w i� c.� . •15 v w o C� _ _ F �t GO An Oixg F— GO 0 w 949 0 o cn w w � o � U of LJ Li > Q 07 z O _ 0 w Q z \ C�j w w ~ Ld zo l Q �_ Q w o^ z GO GOIE W GO :i J o�-I q > �z W N0D x IL w w J_ N JQ O w O O N q w W ('° w w GO J� h � r? U 0 O J x Z =Q GO 0 �\ 00 �IL T) CD= O TM� z O N r7 U7 (o x � wO gw I J_ r'�1 O � Q 0 -0 �n — w CO O N cr) GO 9xg Olxg cn OK cn o w 0- 00 c� Z� N Q O GO Z _ d w CY w �cN z o = � I-tQ =Q ocnw zw w = U GOw wo :5 in 00Z .. . . �,. �, , : = i .' • Permit Review Details P E R M FT'T RAX Permit: BLD20110117 1000 Complete? Y 07/25/2011 GTARARAN 15 No coments for this project y Total Time: 15 1002 Complete? Y 07/21/2011 ESCOTT 10 As long as the structure is placed over an existing slab on grade,thus impervious surface is y not being added or replaced,then no civil permit issues are being triggered. No comments. Total Time: 10 1014 Complete? Y 07/28/2011 SBLACKER 0 y i' Total Time: 0 1020 Complete? Y 07/27/2011 FRAPELYEA 15 No comments. y Total Time: 15 1026 Complete? Y 07/26/2011 RSHEPARD 0 no additional water/sewer fees y Total Time: 0 1028 Complete? Y 07/26/2011 EANDERSON 30 1 have no comments y Total Time: 30 2000 Complete? Y 07/25/2011 CYOUNG 120 OK to issue with FYI's y Fire Rated Wall is non-bearing and must be UL or GA approved assmble for 1-hour. Provide applicable number of proposed assembly. Provide 3 X 3 landing at exit doors Total Time: 120 2006 Complete? Y 07/28/2011 MHAYES 20 Please install dry-wells at the ends of the downspouts to prevent runoff from having to sheet y flow across the site to the infiltration facility. These are inexpensive to install and will directly infiltrate at the downspout discharge. Total Time: 20 2008 Complete? Y 07/28/2011 SBLACKER 30 Marc Hayes comments were added under conditions y Total Time: 30 2014 Complete? Y 07/21/2011 THALL 15 Per original comments from BLD20110015(addition/remodel),building colors shall be y compatible with existing structures. No add'I comments for this structure. All landscaping required per previous comments need to be installed prior to final. Planning to inspect w/Chris during his inspection. Previous landscaping comments:Low shrubs and groundcover is acceptable.Providing landscaping details and color specs for review. Total Time: 15 3004 Complete? Y 07/28/2011 SBLACKER 10 No comment,due date up. 07.28.2011 I-mailed Tom to see if he has any comments. y Total Time: 10 Total Reviews: 11 Total Time: 265 8/2/2011 4:15:26 PM Page 1 of 1 ----- -----------i I 18"O/H TYPICAL I _ � I , spa n e 6�1; `c ,' ��� ,' ��6 6�� ��x >F , , ,1 BUILDINGS, INC. �t)M-7d /` Zl 1611 BUCK WAY MOUNT VERNON,WA I ', ,1 ,� N / ,� I 5© •5 98273 I ,' Das� f>l6LF SIM: �8 X , 1 ���o /` 1-800-310-2136 (360)629-2136 ,, �43•lZ For: Smokey Point Distributing, Inc I '' NEW 30'-0"X 49'-G"ROOF COVER(OPEN ON 4 SIDES) I 1 7 2 .03 17305 57th Ave. NE i ;1 ; ' �' i ROW Arlington, WA 98223 Job Site: Same I 1' 5'LONG 6X6 DF POST AT TOP OF EXISTING ROOF COVER POST&BOLTED TO POST I I r WIND EXPOSURE"B" � �(lyj �X� I rA S X #2 25#SNOW LOAD 'paS'rCTY'p-) ,�6 P. / I � I GUTTERS AND DOWNSPOUTS ON I I LOW SIDES OF BOTH ROOFS I I I I I I EXISTING 19'-3"X 49'-2"ROOF COVER i 19'-3" Ablo S� /---------- 4 %,f /• I i ---------- �AXa40/14 DOOR------- �1 I / / �' ` / , ! � GLB OVER b o 0 4'LbNG 6X6 DF POST AT i OP OF EXISTING ', l OOF COVER POST&QOLTED TO POST G�17 LR j . O DI ?e in I ' 25-0" 0 XI NI=W 25'-0"X 96'-0"P05T FRAME BLDG SCALE " °L -Tg 1-----------'I----- O ---- II oo � O0o If 0 5 10 , ch M 10X8 O1H DOOR I SPANE BUILDINGS,INC. ------------- ------------ ----------- ----- ------ ---- 12,-0" 12'-0" 12'-0" 11'-0" 9'-3" - 10' 3" I 10'-3" 10'-0" 9'-3" 25' x 96' POST FRAME BLDG. & 49'-0" 47'-0" 30' X 49' ROOF COVER FOR P Revised July 19, 2011 SMOKEY POINT DISTRIBUTING, INC. LAN July 14, 2011 Page 1A of 4 s ganIe 1611 BUCK WAY MOUNT VERNON,WA 98273 1-800-310-2136 (360)629-2136 For: Smokey Point Distributing, Inc 25'-0"MONO SCISSOR TRUSS, nR 17305 57th Ave. NE APPROX.10', 11'&12'OC, DOUBLED EXCEPT AT ENDS OF BUILDING Arlington, WA 98223 Job Site: Same .�yfFlly 12' • —/�Gl G,AGI/, Z�iXLK • GS ZJIX01,/� ,�—r B 3 8b''IS ��' • 4'LONG 6X6 DF POST BOLTED TO AIA/ i� �j�ls' EXISTING ROOF COVER POST VIA,jDSd,�/ ",1Z s �,E}c/� ��/�QL/nl���€.✓,B�,S, ifT 12 / 3� lsiAB1E T,�c'/11 L°c,AT/�.✓S. �v�iPy o71ye �11�L/�✓ 12 � �L� OQv� `"� -� 2 �4T �.vcGe.s�n G,ABtg �/11' G�c.A Tj6.c% 212 29 GAUGE STL ROOF OVER 29 GAUGE STL ROOF OVER �� 71- MBI OVER 2X6 PURLINS 24"OC-P. //L Z MBI OVER 2X6 PURLINS 24'OC 1 oNgr 12 2,[�x/Z''Bteck, 6 „ 25'-0"IMONO SCISSOR TRUSS, 30'-0"MONO TRUSS,APPROX. 10'OC, i ��I�1�f` TJ✓6- ",�aLTf. DOUBLED EXCEPT AT ENDS OF BLDG. APPROX. P 11'&12'OC,DOUBLED d�� 29 GA PTD STL SIDING OVER EXCEPT AT ENDS OF BUILDING 0 T �,g-1'r 5'LONG 6X6 DF POST BOLTED NEW 45 X 96 POST FRAME BLDG MBI OVER 2X6 GIRTS,24" OC, D.X/e-#Z / APPROX. •EXISTING ROOF COVER POST i APPROX. PT 2X8 BOTTOM SKIRT 15'-8" 14'-3" EXISTING POST 1 C L2 `,(� w� NEW 30'X 49'POST FRAME ROOF COVER I �1 HOUR FIREWALL �fQ�fl- GAUGE STIL FRAME ROOF SIDING ABOVE 1OPEN SIDES AND4-3 ENDS ENDS OF LDG COVER ON DS ONLY r BL Z- A rjrjL 02 6A A,50&k P'tv vrf. it EXISTING PAVEMENT EXISTING PAVEMENT 6X6 P.T.POST IN 18"DIA X 4'-0" CONCRETE FOOTING(TYPICAL) SCALE 30'-0" 19'-3" 25-0" - 0 5 10 SECTION S PANE BUILDINGS, INC. 25' x 96' POST FRAME BLDG. & 30' X 49' ROOF COVER FOR SMOKEY POINT DISTRIBUTING, INC. Revised July 19, 2011 JuIY 14, 2011 Page 2A of 4 spane BUILDINGS,INC. 1611 BUCK WAY MOUNT VERNON,WA 98273 1-800-310-2136 (360)629-2136 _ EXISTING PAVEMENT 10X8 O/H DOOR WEST ELEVATION For: Smokey Point Distributing, Inc 17305 57th Ave. NE Arlington, WA 98223 Job Site: Same EXISTING POST FRAME ROOF COVER SCALE EXISTING PAVEMENT EXISTING PAVEMENT 1/8" = 1' - 0" 14X14 O/H DOOR 3068 DOOR -1 �- NORTH ELEVATION F"O'he 0 5 10 VS W4 $PANE BUILDINGS,INC. 25' x 96' POST FRAME BLDG. & 30' X 49' ROOF COVER FOR Revised July 19, 2011 SMOKEY POINT DISTRIBUTING, INC. July 14, 2011 Page 3A of 4 s ane ■ BUILDINGS, INC. 1611 BUCK WAY MOUNT VERNON,WA 98273 1-800-310-2136 -- -- (360)629-2136 i EXISTING PAVEMENT 20X14 O/H DOOR EAST ELEVATION For: Smokey Point Distributing, Inc 17305 57th Ave. NE Arlington, WA 98223 Job Site: Same EXISTING POST FRAME ROOF COVER SCALE EXISTING PAVEMENT EXISTING PAVEMENT 1/8" = 1'- 0" 3068 DOOR 14X14 O/H DOOR �Nvfbf T I O N 0 5 10 X SOUTH ELEVA 3 3 SPANE BUILDINGS, INC. 25' x 96' POST FRAME BLDG. & 30' X 49' ROOF COVER FOR Revised July 19, 2011 SMOKEY POINT DISTRIBUTING, INC. July 14, 2011 Page 4A of 4