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Home My WebLink About135 S FRENCH AVE_067181_2026 1� pO0-n -n c 0 Dw < DO womo o ai m Ij/1-4 Ep CD o a 3 ° o m O �v) � w `o o `I Q ? N � py o w o o _ t y co w — < CD -n -° j a Z r y p ` M CT S a o o a m z ° CL m � ? @ 3 m m m 000000 N Z N c c; cn Z -1 (A -n r F L (A N O O 0 m rn `° p ° o v p D c z ? m cQ 5 N Q U, W co m o m r 0 fJ ° -1 D � 000O � ' ° z � Z o 5 -n (n G) 0 � m � � m � m 0 c w c N ai 0 \ �. 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BUILDING RETA S., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING BILL B., NATURAL RESOURCE NATE H., PLANNING MARC H., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the "No Comments" box checked �l PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS RECEIVED_t REVIEWED BY DATE RECEIVED8A PW 60A PERMIT MIS' [ON p RhAW C A • City of Arlington • Development Services Permit Center REQUEST FOR REVIEW NAME: S "-) S. S, BP #: 06- 91 1 DATE: RETURN THIS FORM BY: PROJECT SUMMARY:'-�v,-� ' L .Ao RESPONDING DEPARTMENTS Gqe b�`\a1nJ@ TOM C., FIRE DAVE A. BUILDING RETA S., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING BILL B., NATURAL RESOURCE NATE H., PLANNING MARC H., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the "No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM 'TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY / DATE RECEIVED/ CVM PEPM.1 T C a 7, I City of Arlington • Development Services Permit Center REQUEST FOR REVIEW NAME: OL S. S BP #: 06- rill DATE: cl RETURN THIS FORM BY: C�kq(�, PROJECT SUMMARY: kx,J C RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING RETA S., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING BILL B., NATURAL RESOURCE NATE H., PLANNING MARC H., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the "No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE �1��Ob G1T Y GA • Invoice 9�<rN G�O Date: October 25, 2006 City of Arlington Invoice #: 06-7181 To: Arlington School District Attn: Accounts Payable 315 N French Ave Arlington, WA 98223 Permit 4 Description Unit Price Line Total 06-7181 Shop/Storage Building 135 S French $2,118.65 $2,118.65 PO 66023 � - Please send payments — Attention Permit Center If you have questions regarding this invoice please call Josie Griffiths at(360)403-3551 Subtotal $2,118.65 Sales Tax Total] $2,118.65 Make checks payable to City of Arlington 238 N Olympic Ave, Arlington, WA 98223 C G``Y °� NEW OMMERCIAL/ML �TIFAMILY PERMIT APPLICATION •Qt1 NG,�O Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX (360)403 3447 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS UNITS CONTAINING TOWNHOUSES OR THREE OR MORE UNITS. THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8)SETS OF CONSTRUCTION DRAWING,EIGHT(8)SETS OF STRUCTURAL DRAWINGS AND CALCULATIONS,EIGHT(8)SETS OF SITE PLANS, EIGHT(8)SETS OF SPECIFICATIONS/F APPLICABLE, THREE(3) SETS OF ENERGY CODE CALCULATIONS, THREE(3)SETS OF GEOTECH REPORT. TWO(2) SETS OF THE APPROVED LAND USE PERMIT. II I Name of Project: �eN' 1n ;5 C_ "o O L D�s� Q('�• �u�`c��t�< ,'�lCl �1. S1 �e, Project Address: ✓►L h A U)A(, Parcel ID#: �cc1 US l 1 U 1 O 'Z u[U Legal Description �� Owner: Fy J� Phone Number: ✓?`c0 �� 02 5 l_ Address: 31 f� City: State: _ Zip Code: Architect: Phone I ��y Ley rJ Cell Phone: Fax: E-mail: Address: City: State: _ Engineer: Phone Cell Phone: Fax: E-mail: �( �� Address: City: State: General Contractor: 1L_N J k ' Cell Phone: Fax: E-mail Address: City: State: Contractor's License Number: Expire Contact Person: 1AJ 4_ Phone Cell Phone: 73�d 413)- ( 3C1Ci Fax: E-mai Address City: State: /-rp�.Uuty. Proposed Scope of Work:E"Av,,z is uVrUt Estimated Project Value- '� r 7 Building Footprint: Q,�oLA03IQ S� TT• go�06tii��ci�q� Occupancy Classification: Type of Construction: Number of Stories: Total Square Footage: D, Square/Footage per Floor: Parking Spaces Provided: Barrier Free Spaces: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described proyferty will be iA accordance with the laws, rules and regulation of the State of Washington. �� iI /�-p G Applicants Signature Date t�vy� %ro'�%� SEP �. 4 2006 64-1 '1i Print Applicants Name COA PERMIT CENTER FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—07 Page 1 of 1 5/05 dwa Preliminary/Permit Use Arlington School District POST FRAME BUILDING Arlington, Snohomish County, Washington Structural Calculations/Details Prepared For: Spane Buildings, Inc. Arlington School District 27004 64th Ave. NW 315 N. French Stanwood, WA 98292 Arlington, WA 98223 (360) 445-4119 � Prepared By: Summit Engineers & Surveyors, Inc. RECEIVED 2218 Old Highway 99 So. SEP 14 2006 Mount Vernon, WA 98273 0 - -115 (360) 416 4999 COA i" OMIT CENTER Date: September 11, 2006 SUMMIT ENGINEERS & SURVEYORS, INC. Project Name , 4"k9 ZA 0�4 2 57.iV Project Number fS 6 Z 3�2 Location Client Building Size , a Design Criteria Code Live Loads Floor Snow Wind �' A (111AIZ3 Seismic Dead Loads Roofs Floor Soil Values Bearing d o Lateral SUN/t&T ENGINEERS B SURVEYORS, INC. Calculation Approved By: r` i� 14 Date: Seismic calculations Spane Buildings Inc. Arlington School District Arlington, WA. Post frame building roof only Site coefficient Fa 1.00 Table 1615.1.1(1)IBC Mapped Spectral Acceleration Ss 1.25 Figure 1615(1)IBC Max. Earthquake Spectral Response ACC, SMS, SDS 1.25 Equation 16-38 IBC SDS .83 Equation 16-40 IBC Response Modification Factor R 7 Table 1617.6.2 IBC Seismic Weight 6,600 Seismic Base Shear 957 Equation 16-56 IBC Fx= 1.2 x SDS/R (Wx) Fp seismic force induced to diaphragm 2,310 IBC Section 1620.4.3 Fp seismic force induced to diaphragm 1,980 IBC Section 1620.2.5 Critical seismic design force 2,310 Wind loads 6,024lbs.>Fx=2,3101bs. Wind controls 1 Spane Buildings Inc. Arlington Public Schools 315 N. French Arlington, WA. 55' x 48' x I F Post frame building roof only. 85 MPH Exp. B Wind loads. ASCE 7.02 Method 2 Wind importance Factor Iw .87 Table 1604.5 IBC Class 2 Design wind force F =qz G Cf Af qz=.00256 x Kz x Kzt x Kd x VxV x Iw .00256 x.98 x 1 x .85 x 85 x 85 =7225 x .87= 13.4 qz= 13.4 G= .85 Cf= .9 Af= 1.33 F = 13.63psf 11' Eave wind loads. Design wind pressure (psf) 13.63 Projected roof area 442 Total roof load pounds 6,024 Wind pressure x vertical area Roof diaphragm design allowable LB per ft 176 Roof diaphragm unit shear 125 Unit shear less than allowable 2 Total lateral load is 6,024lbs. All lateral loads to be resisted by embedded posts. 11'Eave posts. M=WxL=6,024x11 =66,264x12=795,168/ 1,130=704/ 10=70 Sxx=For 6 x 10 posts is 91 > 70 Hem Fir#2 - Fb 850 x 1.33 = 1,130 Ok to use Hem Fir #2 - 6 x 10 posts for 11' eave post locations. Truss to post connection. Bearing R= 12' x 28psf=336plf x 55 /2=9,4081bs. 9,408/2,280 =4 (One%bolt=2280lbs.) Use four 3/4" through bolts through a 2 x 6 x 24" compression block. Truss uplift. 13.069psf. 13.069 (12')x 55 /2=4,3911bs. 4,391 /2,280=2 Use two 3/4" bolt through truss. 3 Post embedment. See attached Enercalc calculations. 11' Tall posts require a minimum embedment in a concrete filled posthole of 24" x 3.8'. A slab is required. Roof Purlins 12' span. Bending span 11.25' M= (25 +3)x2x 11.25x 11.25 / 8 = 885 S = (885 x 12)/ 1,338= 7.9 Section for 2 x 6 is 7.56>7.07 Ok to use Doug Fir 2 x 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 H2.5 at every other purlin at the gable end truss locations. 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 roof zone 2 =6+ 19=25psf x 144sf=3,6001bs. 3,600/55lbs= One screw 8"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=38.1psf 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. r � Title: Arlington School District Job# Dsgnr: Young Soo Kim Date: Description:Post frame building Scope: Post embedment Rev. 58OW2 Page 1 uses.Kw.oso4ole.vers.8.0,1-Dec-2003 Pole Embedment in Soil (c)1963.2003 ENERCALC Engineering Software spene arlington school.ecwCe�culalions Description Rectangular posts with point&uniform loads. 85mph B 11' Eave height. A slab is required. General information Code Ref:1997 UBC 1806.8.2.1,2003 IBC 1805.7.2,2003 NFPA 5000 36.4.3 Allow Passive 250.00 pof Applied Loads... Max Passive 1,500.00 Psf Point Load 761.00 Ibs Load duration factor 1.000 distance from base 11.000 It Pole is Rectangular Width 24.000 in Distributed Load 0.00#/it Restrained @ Surface distance to top 0.000 ft distance to bottom 0.000 ft Summary i Moments @ Surface... Point load 8,371.00 ft-# Total Moment 8,371.00 ft-# Distributed load 0.00 Total Lateral 761.00 Ibs With Surface Restraint... Req'd Depth 3.750 ft Pressure @ Base... Actual 923.84 psf Allowable 923.84 psf Surface Restraint Force 3,595.25 Ibs Title: Arlington School District Job# Dsgnr: Young Soo Kim Date: Description:Post frame building Scope: Post embedment FRIIIIer KW-06=19,Ver5.B.0,1-Dea2003 Timber Beam &Joist Page 1 983-2003 ENERCALC Engineering Software span adington school.acw.Calculations MOMMEMEW Description Roof purlins. Ok to use Doug Fir#2-2 x 6 purlins 24"on center with a minimum 8' back sapn and a maximum 4'cantilever. I Timber Member Information :ode Ref:1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined Purllns Timber Section 2A Beam Width in 1.500 Beam Depth in 5.500 Le:Unbraced Length ft 0.00 Timber Grade Douglas Fir- Larch,No.2 Fb-Basic Allow psi 1,164.0 Fv-Basic Allow psi 180.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No Center Span Data Span ft 8.00 Dead Load #/ft 6.00 Live Load #/ft 50.00 Cantilever Span Span ft 4.00 Uniform Dead Load #/ft 6.00 Uniform Live Load #/ft 50.00 Results Ratio= 0.4698 NOW- Mmax @ Center in-k 5.09 @ X= ft 3.90 Mmax @ Cantilever in-k -5.38 fb:Actual psi 710.9 Fb:Allowable psi', 1,513.2 Bending OK fv:Actual psis 46.3 Fv:Allowable psi 180.0 Shear OK Reactions @ Left End DL Ibs' 18.00 LL Ibs 200.00 Max.DL+LL Ibs 218.00 @ Right End DL Ibs 54.00 LL Ibs 450.00 Max.DL+LL Ibsl 504.00 Deflections Ratio OK Center DL Deft in -0.007 L/Defi Ratio 13,889.2 Center LL Deft in -0.138 L/Defi Ratio 693.2 Center Total Defi in -0.145 Location ft 3.968 L/Defi Ratio 661.4 Cantilever DL Deft inl -0.010 Cantilever LL Deft inl -0.083 Total Cant.Dell inl -0.092 L/Defi Ratio 1,038.7 56.00#/ft 1 1 l� 1 l + 1 1 1 1 / / 1 1 1 / ► 1 1 1 1 / 1 / 1 1 56.00#/ft l l l �II l ll I I 56.00#/ft 56.00#/ft 8.00 ft 4.00 ft Mmax=5.09 in-k at 3.90 ft from left Dmax=-0.1451 in at 3.96 ft from left Mmax @ right=-5.37 in-k Rl:max=217.999 Ibs Rr:max=503.999 Ibs Max DO @ right end=0.0924 in Components and Cladding— IN'Tethod 1 Figure 6-3 —F Design Wind Pressures Walls & Roofs Enclosed Buildings Flat Roof Hip Roof (70 < 0 270)_ &AA3 Gable Roof (0 :� T) able Roof (70 < 0 <_ 450) Interior Zones End Zones Comer Zones Rm's-Zone I/Wets-Zone 4 Rooft-Zone 21 Wells-Zone 5 Roofs-Zone 3 Notes: I Pressures shown are applied normal to the surface,for exposure B,ath=30 ft(9AM),for 1=1.0. Adjust to other exposures and heights with adjustment factor X. 2. Plus and minus signs signify pressures acting toward and away from the surfaces,respectively. 3. For hip roofs with 0<_25',Zone 3 shall be treated as Zone 2. 4. For effective wind areas between those given,value may be interpolated,other-wise 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,in feet(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 A 8'- - - 12' - - - - - - 12� - - 12� - - - - - -12- - - - r � — � j lox T II II II I I I I I I I I �� .0�ip.S�LC C,a1CG�Ld1?Ta.✓, I it II II I II II II I II II II I II II II I ', II II II w� ��Y �� M� I II II II I II II II II II II I I I I I I I I H - �lRirS • II II i II II \ I I - - 18" OVERHANG, TYP_ - - - - - - - - - - -I� FLOOR PLAN MAUFACTURED 55'-0" ROOF TRUSS 55'X48' POST FRAME BUILDING ® 12'-0" O.C. DOUBLED EXCEPT AT ENDS OF BUILDING U CUSTOMER SINGLE END TRUSS, TYP. s n : A R L I N G T O N PUBLIC SCHOOLS CONCRETE/ASPHALT EXISTING U BUILDINGS, INC. 315 N. FRENCH s�oa*`Wzo2-"46 (seo)zo-arse A R L I N G T 0 N, WA 98223 DRAWING: SIZE DATE, SCALE: REV FLOOR PLAN 08-14-06 0 DRAWN BY: WIND EXPOSURE: SNOW LOAD: SHEET B 25 LBS Pa e 1 of 3 26GA METAL ROOFING (HUSKY HI—RIB) OVER 2x6 D.F. #2 PURLINS 24 O.C. TYP. WITH MBI L 12� icy 4'.9&,4 644D. GUTTERS & DOWNSPOUTS MANUFACTURED 50'-0" ROOF TRUSS �� ® 12'-0" O.C., DOUBLED EXCEPT AT Zxldx zi 2 ENDS OF BUILDING_ 11 ' Soc V 0 EXISTING CONCRETE s , `P.P.T. POST TYP. IN 22 " DIA _x_ P.T. POST TYP, IN " DIA • . CONCRETE FOOTING, TYP. x _—_" CONCRETE FOOTING, TYP. i S E C T I u" 55'x48' POST FRAME BUILDING 0 n e CUSTOMER: ARLINGTON PUBLIC SCHOOLS BUILDINGS, INC. 315 N. FRENCH Stanwood,AAA 08202-0"8 (350)620-2108 A R L I N G T O N, WA 98223 DRAWING: SIZE DATE; SCALE: 3/1 6" = 1 ,-0" 4of3 SECTION "'A" 08-14-06 DRAWN W: WIND EXPOSURE: SNOW LOAD: B 25 LBS SHEET Page 2 V ; 4�, I I EXISTING CONCRETE I_- 12' =1— 12 0 1— 1 2' 2' =I I_ 5 5, 48' 4F-I_ IL Ll i I EXISTING CONCRETE — 12' 12' -48' "12' _ 12' ,� I 5 5, 55'x48' POST FRAME BUILDING ,spa a CUSTOMER; ARLINGTON PUBLIC SCHOOLS BUILDINGS, INC. 315 N. FRENCH 9�o�ooa'�"W2a2-o:ae (300)829-2130 A R L I N G T 0 N, WA 98223 DRAWING: SIZE DATE; SCALE: REV ELEVATIONS 08-14-06 1�8'� = 1 '-0" DRAWN BY: 'WIND EXPOSURE; SNOW LOAD: B 25 LBSI SHEET Page 3 of 3 FIRST STREET 1223 EXISTING BUILDING z m Z = 554' m N 835' r • . C C .^.�.� N 447' 107' 107' -- �- - - - - - - - - - � D 60' / \ m EXISTING GATE EXIST] 51' EXISTING FOOTBALL FIELD I 970' \ / �R�glc,�e d�n�b�►d� --- — — — — — — — — — PROPOSED BUILDING 441' 55'x48' 2640 SO FT 592' 248' A`"TACH TO EXISTING BUILDING 200, n l r� 103' ENTERANCE FROM FRENCH AVE— 2,9' 7 7D' 127' 0236' 107 347' EXISTIN 565' 6 0 , 8 1" = 200'-0" 1" = 50'-0" SEP 1 F❑R: ARLINGTON PUBLIC SCHOOLS IMPERVIOUS—SURFACE—AREA,BLDG: 2640 SQ. FT. ti _.�,j, A 315 N FRENCH ST CENTER ARLINGTON, WA 98233 NEW—DRIVEWAY EXSITING N/A �� y �� s-• � J❑B—SITE SAME TEITAL: 2640 SQ. Fr. 55'x48' POST FRAME BUILDING PARCEL—NUMBER: .31051100102000 DRAINAGE—CONTROL: CUTTERS TO NATURALD DOWN SPOUTS TO DRAINAGE OF SITE SPLASH BLOCKS c nCUSTOMER ARLINGTON PUBLIC SCHOOLS p UILDINGS, INC. 315 N. FRENCH ST❑CKPILE� N/A 27004-64th Ave. N.e. ARLINGTON, WA 98223 S I Z E; 24.82 Stanwood, WA BB2B2—B448 c9e0,e2D-213e ACRES DRAWING: SIZE I DATE: SCALE: REV ER❑SI❑N—C❑NTR❑L: AS NEEDED SITE PLAN 08-28-06 SEE PLAN �Al DRAWN BY: 'WIND EXPOSURE: SNOW LOAD: B 25 LBS SHEET Page 1 of 1